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0279 OAK NECK ROAD
ool _ t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map, 7 Parcel d 0 ` f Application X9 0,003 I (PAP Health Division Date Issued 1 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation /Hyannis Project Street Address Z 1 q O' /9/X NCG i'c �d f Village 1 w f a Owner P�n//•�� � �, j� �h`lS Address 5�-W Y Telephone_ 5'tI ,9 - 7 71_ / 99r PermitxRequest� ���� irx ��y� l��G/� Square feet: 1 st floor: existing proposed 2nd floor: existing 6 z proposed Total new Zoning District R16 Flood Plain C Groundwater Overlay �a Project Valuation Construction Type Lot Size 11 ci2o Grandfathered: ❑Yes Li'No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure A•5 46 Historic House: ❑Yes arNo On Old King's Highway: ❑Yes Flo Basement Type: ®'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Areas .ft. lO d Basement Unfinished Area s ( q ) ( q .) Number of Baths: Full: existing 2, new Half: existing €` new• Number of Bedrooms: 3 existing _new u, Total Room Count (not including baths): existing 7 new First Floor Room Count :9 _ w Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑ Other / Ln Central Air: ❑Yes W/No Fireplaces: Existing I New Existing wood/coal stove:° Yes LR/No Detached garage: ��❑l�existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: l�d'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 i/t/5 Telephone Number 7 7/� Aidress p2 7 q �dl I�C IMP;GK= � License # A/A O Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `f T "// 'r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED x MAP/PARCEL NO. • y J th i' ADDRESS VILLAGE OWNER 'r ;g DATE OF INSPECTION: FOUNDATION FRAME k `z INSULATION s FIREPLACE - _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL �[ GAS: ROUGH FINAL } FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i x �r The COMITWnwealtft of Massachusetts i Department of lndustrial Aecidents Office of Investigations 600 Washington Street Boston, MA 02111 e www.nxass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/PIumbers Applicant Information PIease Print Lefribfy Hanle:Ci u inrgs/Organ zation/Individual): AhC~ A-ddvns.- le Alex-6 g <C-i-ty/Mate/-�Zip �1>3d/c,1L 'hone #: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a er with employer 4. ❑ I am a general contractor and I p Y 6. El New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the atfi -shed sheet $ I• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑.Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its quired.] officers have exercised their ]0.❑ Electrical repairs or additions e 1 am a homeowner doing all work right of exemption per MGL 1 t.❑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' 13 ❑ Other comp. insurance required] *Airy applicant that checks box 91 must also fill out the section below showing their workers'mmpcnsation policy information• t Horleowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp,policy information, f am an employer that is providing workers'compensation insurance for my ernployees. Below is the poUcy andjob site information Insurance Company Name: Policy#or Self-ins. Lic. M Expiration Date: Job Site Address: City/state/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage'as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.DO 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 hivestigations of the DIA for.insurance coverage verification. I do hereby cent :urcd he p a Zal of pc that the information provided above is true and correct Si'ertature:�. -�--Date: Phone4.-1 77/ � / ?7f7 Official use only. Do not write in this area, to be completed by city or town offciaC City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Flealth 2. Building Department 3. bty/Town Clerk' 4. Electrical Inspector S.-Plumbing Inspector 6. Other tttr Town of Barnstable af r� -rns • - �.�' o Regufafory Services � . t I A,uasrASLe, ; Thomas F. Geiler,Director MAs-1, g t6 Building Division e p►may k - Tom e di ..i P Bcul n Commissioner n"Y� [;C r 200 Maiti•Street, Hyannis,MA 02601 RrWv.to Wn_b arnstabl e_mLus Office: 508-962-403 8 Fax: 509-790-6230 - F ,5 HOh�OWIIMR LICENSE CEl\SE I..XE)vfPTION Pleare Print DATE JOB LOCATION: I q ® 17 X W b rny led" / J/U J number street village "HOMEOWNER":Ps jmr_; -/ 4¢I/► �s' � 7 71'Z 9)'S L9 name homophone# work phone# CURRENT MAILING ADDRESS: Al x /d dM /town state zip code e 'on for"homeowners"was extended t c - e ent ex 11 o include owner occu led d elfin s o or Tess and "Ili cure >� t N �' f six u=its to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as superyisor_ DEFINITION.OF HOMEOwIdER Persons)who owns a parcel of land on which he/she resides pr intends to reside,an 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 Of5cial on a form acceptable to the Building.Official, that he/she shall be responsible for all such work performed under the building permit (Section I09.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code an'd other applicable codes, bylaws,rules and regulations.. .> The undersigned"homeowner"certifies that•he/she.understands.the Town of Barnstable Building Department inspectio pro es d re ments and that he/she will comply with said procedures and r em ts. a re o coKnar - Approval of Building Official Note: Three-family dwellings.containing 3 5,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMMOVINER'S EXEMPTION The Code states that."Any homeowner performing work for which a building permit is required shall be cxeritpt from the provisions of this seetion.(Sccticin 1D9.1.1.-.Licensing of eanstruction Supenrisors);provided that if the homeowhar engages a persons)for hire to do such work;that such Homcowncr shall act as supa-visor." . }rEaryhomcowncrs who use this exemption arc unaware that they arm assumiv g the responsibilities of a supervisor(see Appendix Q, Kulcs&Regulations for Licensing Cmistruction Supervisors,Section 2.15) This lack Df awareness often results in serious problems,particularly. When the homeowner hires imliccnsed 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 zwarc of his/her itsponsibilitics,many comnunities require.,as part of the permit application, that the homeowner certify that he/she understands the rupQnsibilitics 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 s form/ccrtificatiomfor use in your corronunity; Q:forms:homccxcrnpt T"Er Town of Barnstable Regulatory Services P' MAB& Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstab le.ma,us Office: 508-862403 8 Fax: 508-790-6230 Property Opvne,r Must' Complete and Sign This Section k If Using A Builder I, , as Owner of the subject property hereby authorize to act on my behalf, m all nutters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RMS:O WNERPERMISSION oject Existing House ,��. � s,. .1��,� _.:x p nr�-a,q• R Y ,s. .,,� `u�Y�'�?s ,�.: ''u><�3+,a������� � ��� ��'". �' ..��- � s ,,,,�.',zh �.,• �.. i,j�a ,. aracie 1� Affi. as, i �.r". �,...+fiJ 41::1 ✓n � �' R' p•a �'. �,�+ � �� $�%kf. � � 5 � <; E � y ^z<. 'S a S i � �a a �n� �' �,�'I LliANtt, �b .xj'si s :.t" x s. .. f . a g a s `alx s 1: •„ �' .a.3.Fa-r. . . � _s....,,..#. _ . .F �..• �� Yy h 'zg,..�." :'�.,�", .x3. �...,s. .,. .'�z.'�,,:.��,'�i2;,'s�'•.,� �.� � v�. � � s:•%s s��n� '. - � �� ;> �� s. 3 _� 3< �7.' am Ilk -.P' tea. $ Y�aa j� ➢'r<,i ' _. a `S'c a c .a `�" "s e * 1 2. s„�} '•' x t x a� S /' �€:...<••,' ?,,, a4...�: .�".:�:`a��a�.'..� an'�..?�&.x:� ;:� ., .�?�; ,: a.:ar...zF., '�5...` l �' : .:�{i..��t ;. ...� �'`•.�� y� a'.�.� �p ���, ���� ���� .. � s,.ra ,�.,��; '' :Katy. � ^w.�: .� � � z �m� a.. � � ..��?f,.� 'n�•� �•:�• �+�� �,� ���� ��. 13 r . a .3: �_. "� r =� v �;,�1 .,i�t ... ...,..� ..� .;x�a. z�::« � _�, "' - °u �� �' �-�,��• 'may ,� ... : .... DeE k still tit In �1-sf'iapeCi area b tti een Pad? 1 ��f Ch ri S IS-, L el s I i e �'k%d a t hl's, '2'7 9 0 a k e.c I< R o a d, H ya n n s Deck Prefect - Frame. Design O'Desicin detail referenced by letter.- are M PT A. All Joist, fe 8. Ledger board & side rim joists attached at house. & garage to Ledger, Lock screv%,s, 2fbay C. Alf jr-tists attached '%Mth Sim:pson j o i st hanger D. 2 4Y,4 PT posts supt.-sort outside F rim joists, met in Zm a-,x supports anchor bolted to 4' deep concreft 7' 7 sono-tube. Each attached with 31 1f2"through bolts, nuts.Nvashjer . E. Front step is M FoTframe attached to rim joist and set on concrete blocks. (See rig 3.) F. Plas-fic ledger board flastiing installed under existing shingles D 6... on top of ledgetYside rim joistss, G, Deck s u rf a c e is 5574 x 6 Lattitude composite decking, predrilled and scro;.�ved down. 'Screv'v doubler installed on both s i des of a n y j o i st al wh i ch a 3# Cfv' joint occurs to preserve 1 .5" E b e biv e e n s:c r evkos & board e n d tier ti-i-an ufa c.tu re r instruction . Scale-, 1/2" 1 ' Page 2 of t-it-i�, E; L ,li 'i€14�t -li c; "' 9 f-D ��� P'Aecl<' Road Hyannis Deck Fro-ie:ct Front Elevat.ior'l ac .a naia m z ing �' IHouse 7,7F tl Garage a qF .N" � N `� w.y„ ,...w..,.,�.. ..;r. <-�,.. .a.n Mt.s.x41.. � ..1.�- - �.,�• F"�. ,: � "'°'�"°'"�`r"�""`4^ �� `�� �,t "p' �¢ � 'C"""� - .». may"ec k,�� lam` Surface ----------- GradeLevel Front Elevation E.et,4lanation: A. There will be e 5-6" Step from main deck surface to top of door' threshold. - 8. There vvili be another €a"step between main deck sut1ace and top of entt)e platform. C. There vviili-also be e 5-6" step from grade level to top of the front Step. G. There -will be e 2-3"space bet,'veen grade level and the totter ctf joists, d deck i� only 12" atoc've grade i el'. `�� E. iJc� r°�-rilri�c•; ��t�e �:�i�r�rie �� r � ",r 1 ► �� r} re ���,; `�r>:���: Page 3 of 3 f r r. . LOT ¢ Z;•4' E.ris FDl�A/0.4 T/Oe/ b h V ti l� 0 s h 20.00' DAQ' NPOAA9.. ECG OF CERRFIEP LOr PLAN! iz .HRl` 3PHER � 7OW/V 5ACN37i4Agl 10 y COSTA Na .31305 Af"rANf su0� SCALE: /'=30 DATE : Z -L - 87 I HEREBY CERTIFY THAT THE ABOVE DWELLING IS ASED ON THE GROUND G DNS. AS SH0NNgTHAT IT CONFORMED TO THE TOWN ' S ZONING AT THE TIME IT WAS CONSTRUCTED AND THAT THIS MORTGAGE INSPFCTI CN :WAS . PERFORMED IN ACCORDANCE WITH T,#E TECHNICAL STANDARDS FOR.MCRTGAGE. LOAN INSPECTIONS AS. ADOPTED BY THE MAS SACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS INCORPb�ATED. 71-1/1 LO T /S /il/ TfI� ,c mlD Rz Alv.. ICH R�IS T OF CO , L.S . DATE 216/87 Azl �.4��' s�,ev�.y co/usuL T,4 Al T /72 FAST SAL MDUTiy f1 Yl�t/ E F•9L�IDUTf�; M•4 Cl f�I CD £' .I -� c. crl Z G `• =: -< N 67.4'' -` 1 Co Z �. oN Q) O N fTl t.) .• ., , 28,00 n N 03-48'32" c) (RADIAL) n co 3 O l7J I cp / 0 41 30.22 [TJ CD C� 051, � c w O ,,=, C= 4 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �7 Application #Map Parcel; I / l Health'Division Date Issued Z' v Conservation Division Application Fee Planning Dept: Permit Fee" Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Village F,0,J Owner / fr Address Telephone � ! /f,FU Permit Request Square feet: 1 st floor: existing �� proposed 2nd floor: existing 76 proposed Total new Zoning District Flood Plain G Groundwater Overlay Project Valuation ®PP Construction Type . Lot Size 0, 2 4 4c/ l' E Grandfathered: ❑Yes pMO If yes, attach supporting documentation. Dwelling Type: Single Family_ -- Two Family ❑ Multi-Family (# units) Age of Existing Structure ' Historic House:, ❑Yes >k4o On Old King's Highway: ❑Yes O�No Basement Type: ❑ Full drawl ❑Walkout ❑ Other igS Basement Finished Area(sq.ft.) O Basement Unfi ished Area (sq.ft) 5000 Number of Baths: Full: existing new 0 Half: existing 0 new � Number of Bedrooms: 3 existing O new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: W Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Ud/No Fireplaces: Existing 1 New O Existing wood/coal stove: ❑Yes JNo Detached garage: ❑existing new size Pool: ❑ existing ❑ new size _ Barn .q existing ❑ new size_ Attached garage: ❑ existing Vew size _Shed: Yexisting ❑ new size — Other;1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Flo a Commercial U Yes &No If yes, site plan review# � Current Use 51 G Z 1 ` Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - / � Telephone Number6 7? 2 Address 6✓-�f � f License # &IAQ� � �6 Home Improvement Contractor# Worker's Compensation # / ALL CONSTRUCTION DEBRIS RESULTING F OM THIS PROJECT WILL BE TAKEN TO r11,6 d.e4L9_-- SIGNATURE DATE �° FOR OFFICIAL USE ONLY 4 `L APPLICATION# to DATE ISSUED: `b 5 MAP/PARCEL NO,. - r _ ADDRESS VILLAGE ' OWNER i T DATE OF INSPECTION: r _ _ f [;FOUNDATION, { FRAME S'l 6A'r*z^y* W)II,�L INSULATION'. " r FIREPLACE j r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r � " 3FfNAL BU[LDINGJJ ,_.{ - k* 1 t f DATE CLOSED OUT .. ASSOCIATION PLAN NO. I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia. Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: e�:,_ u,4V City/State/Zip: e�e_ p' y' Phone #: �� Are you an employer?Check th appro rate ox: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition . working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.$ 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u er the pains and penalties of perjury that the information provided above is true and correct. Si ature: LDate:&AY 61112 Phone#• �� q-!;'g 7 73 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 INSURANCE �. _ 4/15/2010 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN HE ISSUING INSURERS ,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 and endorsement. A statement n this certificate does.not confer rights to the certificate holder in lieu of such endorsement. PRODUCER Dias Insurance Agency Inc 545 Brayton Ave Fall River,MA 02721 COMPANIES AFFORDING INSURANCE COMPANY.A_ GRANITE STATE INSURANCE COMPANY -- INSURED Prides Construction.Inc 1400 Worcester Rd,#7321 Framingham,MA 01702 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING 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 THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN -- -. --tIAY+1AVC--RE1=N.REiD6'GED-BYPAID-CL'A{MSc------- Co LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE. POLICY EXPIRATION DATE q WORKERS COMPENSATION D EMPLOYERS'LIABILITY LIMITS E PROPRIETOR/ ARTNERSIEXECUTIVE FFICERS ARE NCL o EXCL❑ 8291427 2120/2010 2/20/201 TATuroRY LIMITS OTHER Coverap es IO MA Operations Off' EACH ACCIDENT $ 1,000,00 DISEASE POLICY LIMIT $ 1,000,00 DISEASE-EACH EMPLOYEE $ 1,000,00 DESCRIPTION OF OPERATIONSIVEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION CAPE COD HOMES AND REMODELING SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 116 ANTLERS SHORE DR EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE EAST FALMOUTH, MA 02540 1MHTE THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE OF THETp� Town of Barnstable Regulatory Services r r + MWSTABLE, HAss. $ Thomas F.Geiler,Director �A 1639• a�� lFar�a� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section- . If Using A Builder ,�&;/"S , as Owner of the subject property hereby authorize /2, 6140--D Ali to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) &A-Ywe of Owner Da e /0//✓� i may/ h� Print Name If PropertyOwner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION Town of Barnstable SHE Tp�� Regulatory Services BARNSTABLE, Thomas F.Geiler, Director MASS. &639. ,0 Building Division 1Fo �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-79076230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number, street village "HOMEOWNER name .,. home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwelliriks of six units or.less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such . "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building pertnit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and 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 performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." , Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supen•isor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. T Q:forms:homeexempt Gf �om�nomcueall� ./ ia°ac�'•!� ` License or registration valid for�ndiv�duT use onty. Office of Consumer Affairs&B mess Regulation before the expiration date If found return to: 9HOME IMPROVEMENT CONTRACTOR Type Office of Consumer Affairs and Business Regulation Registration: 1:52049 10 Park Plaza.-Suite 5170 - Expiration: 7/2612012 Ltd Liability Corpor( Boston,MA 02116 COI' HO MESE=RMOFF L4C is �. RICHARD AVERY v 116 ANTLERS SHOI,E WI E.FALMOUTH,MA Q2535;_ _>' Undersecretary Not valid without signatur Massachusetts- Department of Public Safety Board of Building Regulations and Standards Construction Supervisor.License License: CS 84771 Restricted:to 00.,..- RICH ARD;.T AVERT 116 ANTLERS SHORE.DR E FALMOUTH MA 02536 Expiration: 1/15/2011 (",rmmi.c➢caner Tr#: 8462 i i R EScheck Software Version 4.3.0 Compliance Certificate Project Title: Family Room/Garage Addition Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 279 Oak Neck Rd Chris/Leslie Mathis Kenneth Sadler Hyannis,MA 02601 279 Oak Neck Rd. KSA design Hyannis,MA 02601 P.O.Box 1149 Hyannis,MA 02601 508.790.3922 Compliance: Maximum UA:76 Your UA:75 ama Qum + I Ceiling 1:Flat Ceiling or Scissor Truss 360 38.0 0.0 11 Wall 1:Wood Frame,16"o.c. 180 21.0 0.0 8 Window 1:Vinyl Frame:Double Pane with Low-E 22 0.350 8 Door 1:Solid 20 0.310 6 Wall 2:Wood Frame,16"o.c. 165 21.0 0.0 8 Window 2:Vinyl Frame:Double Pane with Low-E 33 0.350 12 Wall 3:Wood Frame,16"o.c. 170 21.0 0.0 10 Floor 1:All-Wood Joist/rruss:Over Unconditioned Space 360 30.0 0.0 12 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been ned to meet the 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirement listed' ection Checklist. 1� Nq vi1 , Name-Title ig lure Date Project Notes: Calculations are for Family Room addition only CS#39020 Project Title: Family Room/Garage Addition Report date: 11/23/10 Data filename: Mathis.rck Page 1 of 4 �.r REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.310 Comments: Floors: ❑ Floor 1:All-Wood Joistlfruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title:Family Room/Garage Addition Report date: 11/23/10 Data filename:Mathis.rck Page 2 of 4 1 (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge.of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Showerttub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Lj Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gaskefing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handier installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Family Room/Garage Addition Report date: 11/23/10 Data filename:Mathis.rck Page 3 of.4 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump,operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 600/6 of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage r-15 (d)50 lumens per watt for lamp wattage>15 and<--40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Family Room/Garage Addition Report date: 11/23/10 Data filename: Mathis.rck Page 4 of 4 2009 I ECC Energy Efficiency Certificate m� �m Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.35 Door 0.31 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: BOG"7 r,1G O �`/ PLAN OF LAND IN BARNSiABLEis,RECEIVED sr61 .. �:50pm aQ !) 1994 - Al BARNSTABLE, (HYANNIS) MASS. AND IS RECORDED PREPARED FOR zocus g 09 DONNA ROCHLEAU & NANCY LEE CORMIER ��� 77X33a7 a 20 0 20 40 60 ft. �\b� \o, _ SCALE 1*•.= 20• NOVEMBER 16, 1998 \ '6p NµNCXEr SWND'J-' 6�000 VGB ND 0 Z40 SD. \ LOCUS MAP SCALE 1' 2063• .. b. FOR.REGISTRY USE ONLY a - NOTE: WETLAND LOCATION FROM PB 389 PG 6 • - -• -BY BAXTER k NYE INC. DATED 9/27/84. / off. ,,BARNSTABLE ASSESSORS MAP 307 PCLS. 187-4 k 187-5 ' CURRENT ZONING - STABLE (CEME rERY) 125,03. ZONING DISTRICT: RB TOWN OF BARN I' 246.B7 _ - ' � N 81'53.27• E � � �.-.138.03-^ MINIMUM LOT SIZE. 43,560 s.f.' 13.00. MINIMUM LOT FRONTAGE: 20'ft:- - S 51•5S2--7 \ - - MINIMUM YARD SETBACKS: - 341.20 W 108:64. �. \ / d� `'FRONT _ .'20 ft. _.SB FND LOT 4A /. /� EOGE'OF`WETLAND SIDE/REAR 10.ft. 3 s.f• ---- N UPLAND 9 282 WETLAND 110:L s.f. W } FLOOD ZONE: C` - c / 3 LOT 5B S s\ . � - TOTAL, 9 4a.2 s.f.p- h 2g•\� '. � . _` - (0.22 oc) h c o n WETLAND 210t s.f: (Rg07q(J s•.�, - NOTES:'LOT 46:IS TO BECOME AND REMAIN ,,.- „� o P - •,. _ • IN PART OF LOT 4A, - D - T J. LOT 513 IS TO BECOME AND REMAINPART 5 i �� ^p y TOTAL cc.) UPLANDO 0;912A s.f. ' 1.1 % 3 p7 * E:G3^� - _ - ----.- . _-- . , ... wF.TI ANO-I.n4n+ J. - OF LOT 5A. m -z DWELLING .y'D• DfCk_ TOTAL 13.952 s.f. ,o 12-S 9279 .•..:(0.29 cc.)'. - I CERTIFY THAT THIS PLAN.WAS MADE IN Z >w fl•'..�� 6"3� EXISTING WE LING - ACCORDANCE PATH'REGISTRY OF DEEDS,RULES: 4. - AND REGULATIONS EFFECTIVE JANUARY 1, 1976, ., to • y r< of H. LA 36 DATE ARNE P.LS. to tJ 84'15'0$' 10.00 �� _- wy OWNERS OF RECORD 39-36 ? N W LOT 411 N . .. r.. Lr. u• N J N N: �G,Lp9 0� , LOT 5 LOT 4 1.167 s.f. o N BARNSTABLE PLANNING BOARD ;' < O ASSESS. PARCEL 187-5 ASSESS. PARCEL 187-4 (D.03 cc.` o Ctf �� £ o - z NANCY LEE CORMIER DONNA ROCHLEAU L=20.00 z O , APPROVAL'UNDER THE SUB DIVISION CONTROL � L=39.62 ,9.1,9� 261 OAKNECK ROAD 279 OAK;NECK ROAD LAW NOT REQUIRED. R=877.26 CB/OH FND HYANNIS, MA 02601 HYANNIS, MA 02601 • Nt1�/ DEED SK..5469 PG. 124 DEED BK. 9569 PG.OAK 258 �n �Aa DATE Ned 361 Iff/' PLAN REFERENCE:, PLAN BK. 389 PC. 6 • • off. 508-362-4541 -- for 506-362-9880 �) down cape engineering, inc Co CIVIL ENGINEERS NO DETERMINATION AS TO.COMPLIANCE WITH THE ZONING LAND SURVEYORS ORDINANCE REQUIREMENTS.HAS BEEN MADE OR IS INTENDED_ - n Ln 939 main at. yarmouth, ma 0267 BY THE-ABOVE ENDORSEMENT. Asi JOB# 98-397 EMETER•Y) ARNSTAjLE 46 6 �. OF .B TOWN I N s� 53 j 1 . 13•p0 �^ W 1OB.64 / LOT 4A A1` EDGE OF W UPLAND 9 2 B2t s.f. WETLAND 1'SOf s.f. 3 LOT 5 CA; _ TOTAL 9,4�-2 s.fhtj d UPLAND 957 (0�22 cl ) :'� ai `o WETLAND 210 TOTAL 1,167 (0.03 a c. ) } Z DWELLING ` o" t #279 0 12.3 �1 cn N EXISTING DWEL 6•q,'� # 61 03 t-9.36 N S4'1504" E 10.0 39.36 w LOT, 411 N -� N 20°� l3; '� N -� N � � o n Q 1a -co ,167• s.f. o :n V. N (0.03 ac.; o o � z L=20. 00 Z L-39 - 62 R=877. 26. CB/DH FND oAly l �, , V/7 7710 r N 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 ..............................................................(Fig 2)............................—4—stories <-2 stories RoofPitch ..........................................................................(Fig 2) ............ ............................. <_12:12 MeanRoof Height ..............................................................(Fig 2)............................................ ft <-33' Building Width,W ...............................................................(Fig 3)............................................... ft 580' �tt 5Building Length,L ..............................................................(Fig 3)............................................... 80' _ Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................ <-3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................�97$$$$<6'8" 1.3 FRAMING CONNECTIONS \ General compliance with framing connections....................(Table 2)................................................................ y 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)...................................... -IL in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... 'S in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................7 in.>7>, Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>-15" PlateWasher...............................................................(Fig 5)...............................................>3"x 3"x%" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................ ft s 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft 5 d _ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <-d FloorBracing at Endwalls...................................................(Fig 9)...................................................... .......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................... Floor Sheathing Thickness .................................................(per 780 C Chapter 55 .....................3 in. \ Floor Sheathing Fastening..................................................(Table 2). d nails at in edge/(Q in field V 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................aft <_10' Non-Loadbearing walls................................................(Fig 10 and Table 5)................... ft <<20' �L .............................(Fig 10 and Table 5 in.5 24"o.c. Wall Stud Spacing .......................... ( 'g )................... Wall Story Offsets ........................................................(Figs 7&8)............................................—ft <-d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearng walls........................................................(Table 5)..............................2x�7 -Eft_in. \ Non-Loadbearing walls................................................(Table 5)..............................2xfQ- ft—in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length............................................I...(Fig 11)............................................. ft>0/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ >!0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................Ift Splice Connection(no.of 16d common nails)..............(Table 6)...................................................... �_ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections \ Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ �1 Load Bearing Wall Openings(record largest opening but check all openings for compliance o Table 9) Header Spans (Table 9).................................. ft_in.<_11' Sill Plate Spans ........................................................(Table 9).................................. ft_in.<_11' Full Height Studs (no.of studs)...................................(Table 9)..................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................._ft_in.<_12' Sill Plate Spans...........................................................(Table 9).................................. ft in.s 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 Opening 2 ...................................:................... .....................^ <6,8„ SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10).................................................1-;'2 • . Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10).................................................. . /° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening .....................................................................ti '8" SheathingType..............................................(note 4).................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... Field Nail Spacing..........................................(Table 11)................................................Shear Connection no.of 16d common nails Table 11Percent Full-Height Sheathing.......................(Table 11 ................................................5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................ � Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ y 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............. ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors r Uplift................................................(Table 12)............................................ If / Lateral.............................................(Table 12).............................................L= If Shear...............................................(Table 12)............................................S= plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T# plf V Gable Rake Outlooker.........................................(Figure 20).............. ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors \ . Uplift................................................(Table 14)............................................U-41 Ib. V Lateral(no.of 16d common hails)...(Table 14).......................................L Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 d 59)..:............... Roof Sheathing Thickness........................................... ..........................................J in.>_7/16"WSP Notes: � Roof Sheathing Fastening...........................................(Table 2)....................................................... — 1. This checklist must 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 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CNm 5301.2.1.1)1 THIS EDGE WgM ON MAMING USE Sd NAIS ATSbc 11 11 1L 11 1! t JI a 1! 1 u 1-1 rl a Il 1 11 11 11 11 Ir II 11 11 r 11 11 11 1 N 1-I 7 11 I[ 1 ,C 11 I L 11 IF,� 1 O Jt 1'L IL 1/ all Q 1 Ir f li It Q I[ Go JI I[ 1 Z fl 1 I It n Ir g 1 1! n Il II � fl Ir 1 II W I! JI Ir Ilj r I t U I L t 1 II Q Ir JF W 1 V II 11 F• I I I I J I t I r 1 1 t l 1 la t W II rl tl ! n (J II - _ JI I-fl ••••__ y r LI 11 t 40USLE CDGE ------ MAILSPACMG +1 i PAML _ v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment l n , AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNM 5301.2.1.1)1 a Vu cc �r si ao a Q tI I1 FRAMING MFMBERS i EDGE WYERMEDIATE f Z aw 1 1 1 � r A W —* __ { _ STAGGERED 3"MMtiI XML PATTERN PANEL PAWL EDGE DOUBLE NAIL MGE SPAMG DETAL Detai I Vertical and Horizontal Nailing for Panel Attachment vi. p t-- az,--.V, mod. wv�Lam 'D L�)TT"Ur�a-1 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 Numberr of Stores ..............................................................(Fig 2)............................ I stories <_2 stories RoofPitch ..........................................................................(Fig 2) ........................................... <_12:12 MeanRoof Height ..............................................................(Fig 2)................................................ ft <_33' BuildingWidth,W ...............................................................(Fig 3)..............................................:. ft 5 80' Building Length,L .............................................................(Fig 3).............................................. D ft s 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)............................................... r —<_3:1 Nominal Height of Tallest Opening ...................................(Fig 4)...............................................�5 6'8" 1.3 FRAMING CONNECTIONS \ General compliance with framing connections....................(Table 2)................................................................ V 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Concrete Masonry.................................................................... ........................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................ ....... �in. Bolt Spacing from end/joint of plate ............................(Fig 5)................................. .. in.56"—12" Bolt Embedment—concrete..........................................(Fig 5)............................ ..............._J_in.>7„ \ , Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>15' Plate Washer...............................................................(Fig 5)...............................................>3„x 3„x W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................_ft<_12'or L/2 or W/2 _ 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 _ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <_d Floor Bracing at Endwalls...................................................(Fig 9)...................................................... .......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55 .....................9�! in. Floor Sheathing Fastening..................................................(Table 2)J. d nails at in edge/J_Z in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................��f""�D 5 10 Non-Loadbearing walls................................................(Fig 10 and Table 5)....................... _ 5 20, Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................160 in.<_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................—ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ft_6o in. \� Non-Loadbearing walls................................................(Table 5)..............................2xTZj-IR ft�p in. \L 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 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................+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 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft Cp in.5 11' Sill Plate Spans ........................................................(Table 9).................................. ft in. 1' Full Height Studs (no.of studs)...................................(Table 9)...........................................:...:....... Non-Load Bearing Wall Openings(record largest opening but check all openings for compl' nce to Table 9) \ Header Spans.............................................................(Table 9).....................:............ ft [b in.<_12' Sill Plate Spans...........................................................(Table 9).................................. ft�in.<_12° Full Height Studs(no.of studs)....................................(Table 9)......................................... ............ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W `I Nominal Height of Tallest OpeningZ .............................................................................. 5 6'8" SheathingType..............................................(note 4).....................................................'� Edge Nail Spacing P 9........................................(Table 10 or note 4 if less)Ed S ........................Field Nail Spacing Table 10 .................................................I in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10)................................................. �% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Y Nominal Height of Tallest Opening2....................................................................Co. 85 6'8" �L SheathingType..............................................(note 4).............................................I........ Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 95 in. Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11).................................................. \ Percent Full-Height Sheathing.......................(Table 11)..................................................zT1. v 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... _ Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............. ft<_smaller of 2'or U3 _ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors- Uplift................................................(Table 12)............................................Lie3CIf �/ Lateral.............................................(Table 12).............................................L plf �L Shear...............................................(Table 12)............................................S=a7plf Ridge Strap Connections, if collar ties not used per page 21.....(Table 13)....:.........................T= plf Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ Lateral(no.of 16d common nails)...(Table 14)................:......................L . Roof Sheathing Type...................................................(per 780 CMR Chapters 58 Jqd 59).................. Roof Sheathing Thickness........................................... .............................................1Z in. 7/16"WSP Roof Sheathing Fastening...........................................(Table 2)..................................... ................"y �L Notes: 1. This checklist must 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 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(78o CNm 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment .. [rt AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMm 5301.2.1.1)' MEN THIS EDGE FEM ON MING 415E Sri NAILS AT6b c Ir rl tl IJ I 11 n 11 1► Y 1.1 71 11 11 1 11 �1 11 11 11 II It 11 � 1 11 11 - 11 s H 1-I 71 11 It 1 11 IL H 1 .0 11 11 1 I It 11 "Q 1 Ir t ii ii OD1l d II Ir 1 id I t YS J r 1 1 1 Z co h it d II II � n ►r 11 tl le OQ sr Ir 1 W =1 1•I 11 I1 � 1 - 11 I! 71 Ir pj 7 II Q 11 it W 1 II II 11 1 II 11 I 1 in a l r 1 � 11 rt - 11 1 rl � 11 W �y-yam.•t{l UME NAILSPACWG i t PANLt _ See Detall on Next Page Vertical and Horizontal flailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:11O mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 1 Q cc 1 1 r 1 t1 ti m 1 1 z U1 11 1, 1 1 aI I1 + 1 FRAbAiNG MEMBEA.S 1 EDGEKrERMSMAM 1 +t 1 1 tt 1 1 — -- - ^lam 4 STAGGERED 3"MK i+WL PAFIERN PANEL PANP EDGE DOUBLE NAIL EDGE SPACa4G DOTAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_R Map _�n� Parcel L Application # (XIDY�0��3�_ �--� Health Division I J� ~Date Issued 5 Conservation Division Application Fee . t Planning,Dept: Permit Fee Date Definitive'Plan Approved by Planning Board Historic - OKH Preservation / Hyannis - y Project Street Address A fAI A NrviS Villagei�it/I1s�� Owner A(Aly AAddress 37f • Telephone Permit Request iV� 4 AN fX/ST/iYG 5�ivtsy�o e4yo yr oy,�VS eN�y AY1.S7//VG. 14/0' SX(I&&*e Cr �S�it/O 4'WFlelk 7W4W,O J' Square feet: 1 st floor: existing 7pproposed ® .2nd floor: existing proposed Total new •� Zoning District Flood Plain Groundwater Overlay Project Valuation 10M5 Construction Type Lot Size Grandfathered: ❑Yes' ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ZUII ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) o24le7 Basement Unfinished Area(sq.ft) �fS� Number of Baths: Full: existing_ new Half: existing 1 new Number of Bedrooms: existing ' new Total Room Count (not including baths): existing ..� new First Floor Room Count 3 Heat Type and Fuel: �as ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes U o Fireplaces: Existing/New Existing wood/coal stove: ❑Yes Wlo Detached garage: ❑ existing U new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size— Attached garage: ❑ existing ❑ new size _Shed: alboxisting ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ❑Yes 20 If yes, site plan review # a Current Use Proposed Use in APPLICANT INFORMATION �,� (BUILDER OR HOMEOWNER)__ . .,___ _ Name 1iMffiVS eaXA00I 19Sff^ - 4C, Telephone Number 77/ .074? Address License # f ®7(10 rIAM lnvg9 a7,0,/ Home Improvement Contractor# Z37IV-3 Worker's Compensation # _ 1 1d- D371S;�'7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /OY*hW SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF"INSPECTION: r L FOUNDATION. `} FRAME COR41.116 INSULATION t FIREPLACE g ELECTRICAL: ROUGH FINAL 3 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a . DATE CLOSED OUT ASSOCIATION PLAN NO. vepartment od inaustrtat Acciaents Office of Investigations 600 Washington Street Boston,MA 02111 www.mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Businessiorganization'Individual): tws Address: (O S11e4WJW4 ' A1eA City/State/Zip: �NTaN, Mf NOW .Phone#: rZO Al/-T 0 Are v an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet # 7. I Z Remodeling 2.❑ I am a sole proprietor or partner- ; ship and have no employees These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers'comp. insurance 5. ❑ We are a corporation and its _ required.] , officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all-work right of exemption per MGL 11.❑ Plumbing repai rsl or additions myself.[No workers'-comp. c. 152,§1(4),and we have no .12.❑ Roof repairs insurance required.]t employees. [No workers' 13.0 Other comp.insurance required.] •Any applicant that checks box it I must also fill out the section below shouting their workers'compensation policy information: t Homeownen who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'contractors that check this box must attached an additional sheet showing the nun 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 polky and job site information Insurance Company Name: g/S WNM� ��OGtP T Policy#or Self-ins.Lie. #: v/V''C D37/,3�27 Expiration Date: _3=02cl-62 Job Site Address: a79 �/�i�/1'fc� City/State/Zip: 4tlVAdS, Ag_Q* Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). . Fa&=to secure coverage as required under Section 25A.of MGL e. 152 can lead to the imposition of a,immal 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�ofthis statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification: I do hereby certify: er he p nd enalttes of perjury that the information provided above is true and correct Si afore: Date: Phone M � ��� .dial--Oa 6 d. 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#: AC'ORD. CERTIFICATE OF LIABILITY INSURANCE 10 3 DATE(M20MIDD/YYYY) 08 PRODUCER Phone: 781-659-2262 Fax: 781-659-4725 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Andrew G. Gordon, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 680 Main Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. O. Box 299 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# WSURED _ INwRERaPeerles Insurance 4198 Bay State Basement Systems, LLC INsuRRiRRB:Pi1rim Insurance Co 60�Shawmut Road a 1750 I . Canton MA 02021 1NsuRERGRenaissance Marketinct INSURER D: INSURER E ;I COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED'TO THE INSURED WANED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICYFECTIVE POLICYE(PIRATWN nM LIMITS L R ADDI E POUCYNUMBE2 - A GMERALLIABUM TBD 9/5/2008 9/5/2009 EacHoccuRRENCE $1 000 00 X COMMERCIAL GENERAL UABILtTY PREMISES Ea occ vanes $5�i CLAIMS MADE ©OCCUR MED EXP(Any are parson) $10 0 0 0 . PERSONALBADVINJURY $1 000 000 GENERAL AGGREGATE $2 0 0 O 0 0 0 GEwL AGGREGATE UMfTAPPUESPEFI PRODUCTS-COMPIOPAGG $2, OOO 000 JECT POLICY PRO- RO L06 B AUTOMOBO.EUABILRY PGC10007161409 1/17/2008 1/17/2009 COMBINED SINGLE UWT ANYAUTO (Eeaccift.) $1,000,000 ALLOWNEDAUTOS - - X SCHEDULED AUTOS BODILY INJURY $(Perpersm) X HIREDAUTOS BODILYINJURY $ X NON-0WNEDAUTOS (P-accidwd) PROPERTY DAMAGE (Per accident) GARAGEUABILRY AUTO ONLY-EAACCIDENT $. ANY AUTO OTHERTHAN I EAACC $ AUTOONLY: AGG $ A EXCESSFUMBRELLALIABILITY TBD 9/5/2008 9/5/2009 EACHOCCURRENCE $1 000 000 X I OCCUR CLAIMS MADE AGGREGATE $1 0 0 O 0 0 0 XIDEDUCTIBLE RETENTION $10 000 $ C WORKERSCOMPENSATUMAtND C 0371527 5/24/2008 5/24/2009 WCSLATU oTH ERPLOYEWUA ury ANY PROPRIETOR/PARTINER/EJ(ECUTIVE E.L.EACH ACCIDENT $1 00O O 0 oyPeFlSCHtAetE�lBl3t ExcLUD®a The E.L.DISEASE-EA EMPLOYEE $1 0 0 O O 0 SPECIAL ORO=lS bl. - E.L DISEASE-POLICY LIMIT $ O OTHER DESCRIPTION OF OPERATIMI LOCATIONS/VEHICLES IE(CLUSIONS ADDED BY ENDORS®RENTI SPECIAL PROVUMM CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED -- BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY RIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AMOIUMR04MEITAME f - ACORD 25(2001/08) 4ACORD CORPORATION 1988 f -fie Boar o ui ing g e ula/ons�,, tan �drs� One Ashburton Place,-- Room 1301 Boston. Massachusetts 02108 Home Improvemerif�Contractor Registration Reqistration: 137943 - Type: Supplement Card r= ' Expiration: 1/29/2011 OWENS CORNING BASEMENT}FNN.G - ' ANTHONY METRANO - 60 SHAWMUT RD CANTON, MA02021 :; �_= f x _-- --_---- ----------- - -___. -------- ' `�, Update Address and return card.Mark reason for change. Address ❑ Renewal f-] Employment Lost Card DPS-CA1 v 50M•07/07-PC8490 — Flee ��a a�./�aaeac�ucaetla _ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: st,�'�ti Board of Building Regulations and Standards Re--------� 137943 One Ashburton Place Rm 1301 Expiration 1/29/2011 t Boston,Ma.02108 ��ype Supplement Card wz�� OWENS CORNIN0Xfl E�11w1yT;Fl �fS b1N VETRANU '.s' 60 SHAWMUT RD �- " CANTON,MA 02021 _ "N : Administrator thout signature T� Board df=Building<Regulatio s aud'Standar`iIs C 6nsEiuetId 9Jd$*f iisor License x; Ut CS 98076 a- 2012 Tr# 98076 A 4THONY 246-NIEADOIN STR��, .,.''�%'�J�•�._ ��`� CARVER,MA 03330 Gommtssioner I • BASEMENTf FINISHING SYSTEM F `+ � 4 DESCRIPTION y The Owens Coming Basement Finishing . , System is coin rised of lightweight fiber lass pg off �a . ✓l% v rra n �f rx s ' f ' s panels.PVC lineals(which replace conventional i ✓. �'' .c�/ z Z framing)and foamed PVC trim moldings u p °N" ', at :t/£�iTl!�. .� fr ,f.?rk'v rY fF"' ,�'"rt`y a sn✓s r (which replace trim Iumber).The trim moldings snap into the lineals,holding the panels in place Moldings and wall panels are easily removed to ; provide easy access to a home's foundation walls.Because traditional wood and paper- K3' Xf M:Y.. 3f J . ..✓ fS Y :� based building materials are replaced with fiber glass and PVC materials,the Basement Finishing ja r� System offers inherent resistance to moisture,. mold and mildew."The system is covered by K >� a lifetime limited transferable warranty"' from Owens Coming. . M USES The Owens Coming"Basement Finishing `. System is an innovative system designed to insulate and finish basement walls.It insulates, ,.., acoustically treats and aesthetically finishes walls in a few simple steps The system can be installed over both masonry foundation walls PHYSICAL PROPERTIES and interior partition walls built with either wood or metal members. Property Test Method Value For Fiber Gloss Board.- AVAILABILITY WaterVapor Sorption ASTM C 1104 <2%by wt.@ 120NF, 95%RH 94"x 48"x 2-12"Panels lineals Compressive Strength ASTM C 165 @ 10%deformation 25 psf Trim Moiditty @25%deformation 90 psf Cove Molding Thermal Resistance ASTM C 518 R-I I Vertical Battens Normal Density ASTM C 303 3"2 PCF - Base Molding For Finished Panel. Outside Corner Casing Noise Reduction Coefficient ASTM C 423 Jamb Extender Type A Mount 0.95 Chair Rail Surface Burning Characteristics ASTM E 84+ Class A Flame Spread 25 Color Choicer. -Meets Class A Bum Rating Smoke Developed 450 Interior Textile Finish Fire Classification NFPA-286. Meets Acceptance Panels:"linen Mist'woven fabric , ` Criteria Trim:All rim available in White or Woodgrain. _.Mold Resistance ASTM C 1338 Pass In addition,vertical trim available in fabric look ASTM G 21 pass finish or fabric wrapped to match panels. +The surface-bummg Characteristics of the finished composite panel.,ere determined in accordance with ASTM E ila.Th" stan- dard measures and describes the properties of materials.products or assemblies in response to heat and Hama under CODE COMPLIANCE controlled laboratorf condition;.Data from ASTM E 8.1 ttstm cannot be used to describe or assess the fire hazard or file . risk of materials.produas or assemblies when-considering all of the factors pertinent to an assessment of the fire hazard of 2000 BOCA Evaluation 4 21-21 a Particular end use.Values are reported to the nearest 5 rating. 2004 ICC Report#NER-63S while the mi-nerials and design of the Grins Coming" t Basement Finish ng System resist mold and mildew,the System can not prevent or mitigate m6d if the conditions necessary fix mold growth W x+wise evst in vote'basement. ''See actual warranty for details,l;mrtat ons e a!xi rwdrirtinx � . f REScheck Software Version 4.2.1 Compliance Certificate Project Title: renovating existing finished basement Energy Code: 2006 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor. 279 Oak Neck Road Anthony Metrano Owens Coming Basement Systems Hyannis,MA 02601 Owens Coming Basement Systems 60 Shawmut Road 60 Shawmut Road Canton,MA 02021 Canton,MA 02021 181 821-0060 781 771-0078 Compliance:21.2%Better Than Code Maximum UA:41 Your UA:33 . Basement Wall 2:Solid Concrete or Masonry 490 13.0 12.0 16 Wall height:7.1' Depth below grade:6.0' Insulation depth:7.0' Door 1:Solid 17 0.460 8 Door 2:Solid 20 ' 0.460 9 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requiremeIs fisted InJheREScheck Inspection Checklist. Name- rtie Signatu Date i Project Title:renovating existing finished basement Report date:05/09109 Data filename:C:1ChecidRESchecklMathis.rck Page 1 of 1 CONTRACT Customer Name Customer Signature 4 l am SKETCH• Contract Date D Sales Representative Signature— ATTACHMENT ATTACHMENT _ / Customer Phone J/r �0 - Contract Price �/.� 9G J6'7 - 2 J 5 6 2. B 9 10 I1 12 ,J 14 IS 16 12 18 19 20 21 22 23 24 25 26 27 28 29 W 31 .32 33 N. 35 J6 37 JB 39 40 +I .2 e3 .a 45 16 .1 58 .9 50 51 52 53 5e 55 56 52 58 59 60 z J12 13 Fod I I _:Ahw� 1 f - - - 14 _ l�a I , 9n_'/ xy 1 � --� r , I l 16 1 ..19 i.— 20 2122 i i -- I -- i ... _ 1 { za 1 25 � � i.• _.I , ( I .' ` - -, n I 28 31 8 1 32 ST/ A46 A#;r 33 1 - , 34 NOTES: N 7/N At //! //V f/It / AW14,191 Each box equals one foot unless otherwise noted.This sketch is a good faith LL ` `// representation of the work to beIdone,it is understood that all dimensions derived from this sketch are approximate,and that all locations of outlets,light: — _ fixtures,plugs,jacks and/or switches are subject to change if necessary. i Town of Barnstable A Regulatory Services RARNAM MAHM Thomas F.Geiler,Director f6;q. A�� Building Division �D MA'S Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 "Fax: 508-790-6230 Property Owner Must Complete and Sign This Section Y` If Using A Builder t I, as,Owner of the subject property hereby authorize AgjV /y1f7l�iin�s/ NJ'��NY1Zy ��9ss�Jr rC_to act on my behalf, in all matters relative to work authorized by this building permit application for. lvfdle S (Address offob) K&Mof Owne Date Print Name , jIf Proerty Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse,side. Q:FORMS:OWNERPERMISSION f , pERff Town of Barnstable *Permit# ?0 Expires 6 months from issue dote jg1r ;BARN 2 2006 Regulatory Services Fee STA_ Thomas F.Geiler,Director � ^�_Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 P www.town.bamstable.ma.us I Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY `� r7rNot Valid without Red X-Press Imprint Map/parcel Number ` O I 1 db`l Property Address _ 01 n Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address_I v( x-\,( Contractor's Name_ C O� s,> �� 0 ��� Telephone Number - rj o:S 0 S Home Improvement Contractor License# if applicable) c rr ) Construction Supervisor's License#(if applicable)_ UA�o aq") XWorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's//Compensation Insurance Insurance Company Name "60/ki Workman's Comp.Policy# O k� , SIR " 61305 Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows. U-Value �(maximum.44) blsvrz),�(k`1 .Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg G� Revise071405 • T 1 I Town of Barnstable t6 �.� Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBo Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property CC , d:q.hereby authorize J � 1 TAQ. to act on my behalf, in all matters relative to work authorized by this building permit application for: �1 l �u � �QC`i• I�(jam (Address of Job) Signature of Owner Date Print Name Q:Forms:expmtrg Revise071405 AMERICAN HOME ASSURANCE COMPANY 69194-0000 WC 670-09 13781 ------------------- 3-82-0505- ._ NEW YORK STATEWIDE INCORPORATED Co mpanies om anies of 12303 CYRUS WAY M p MUK I LTEO, WA 98275-0000 American International Group EXECUTIVE OFFICES: 70 PINE STREET, NEW YORK, N.Y. 10270 SEE NAME AND ADDRESS SCHEDULE - WC990610 I.DV .. .. TPA INSURANCE AGENCY, INC. WORKERS COMPENSATION AND EMPLOYERS 10 NEW ENGLAND BUS CTR DR LIABILITY POLICY INFORMATION PAGE ANDOVER, MA 01810-1096 INSURED IS PREVIOUS POLICY NUMBER CORPORATION RENEWAL 007685493 OTHER WORKPLACES NOT SHOWN ABOVE:SEE NAME AND ADDRESS SCHEDULE - WC990610 ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the insured's mailing address FROM 05/05/05 TJ_0 0-5=�05/06 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies fo the Workers Compensation Law of the states listed here: MA RIAV 'a y B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3.A. The limits of our 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: Part Three of the policy applies to the states, if any, listed here: AK AL AR AZ CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH N. NM NV NY OK OR PA SC SO TN TX UT VA VT WI ITEM 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. Estimated Total Rate Per Estimated Remuneration Premium Classifications Code Number mlunerat on Annual 3 Year N Annual 0 3 1 SEE EXTENSION OF INFORMATION PAGE - WC7754 TAXES/ASSESSMENTS/SURCHARGES $5`_ EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $264 MA MINIMUM PREMIUM $500 MA TOTAL ESTIMATED PREMIUM $} } 71 It indicated below, interim adjustments of premium shall be made: Semi-Annually 11 Quarterly El Monthly DEPOSIT PREMIUM ENDORSEMENTS(FORM NUMBER) SEE ATTACHED FORM SCHEDULE - WC990612 03/13/05 PARS IPPANY 82 Issue Date Issuing Office Authorized Representative WC 00 00 From:8TATEWIDE 978 927 4433 03/23/2006 12:13 #165 P.019I039 Statewide WINDDW CONTRACT 100 CUMMINGS CENTER,SUITE 244C,BEVERLY•NIA 01915 DATE a,-a oo(0 07842'7-5460-FAX 978-927-4433-I-SW670.ON www.statewidWnc.com BRANCH# f✓�'t!vy' AM REG O 13741E - FED ID 0 91.1261637 JOB)l _ a REPRESENTA7/VE W4 VENEMAL C9t(TRACTORI ARREEMENT UWe the owner(s)of the.premises mentioned balaw,haneby Authorize you as contractor to furnish all necessary materials,labor and workmanship to install,construct and place the Improvements according to the lolto, g'specifications,terms and conditions on premises described below. YLRYNnuE MINTY .0 Vl5 ci A a e6dav 6D COxS'DBll,'iulnt Sr1EQ CrrY aTAfE 1 1P 50 "VK MOMS PHA WORK PHONE 41) C-- WORK PHONE 42) E-A1L l it lop (5d? -771 1170 ( no C t ) vcPu .4eb "S Q 9n . . STYLE, MODEL c LmNTrrY STYLE MODEL QuANT:TrT DOUBL€HLINGS LUFAAME S. GARDEN WINDOWS UNLIFRAME PICTURE WINDOWS UNIgfiAME CASEMENTS UNIFRAME 3 LITE SLIDING WINDOWS UNUFRAME HOPPERS UNIFRAME 2 LITE SLIDING WINDOWS WFRANIE > AY4NiAiGS UNIFRAME BAYS UNIFRAb4E SLIDING GLASS DOIDRS tINIFFLAM£ BOWS QwIFFIAME I ras UNIFRAME TUAL tlut BER all,@EW winDows 57 . ❑NO YES,SEE WOW SliEEr: F 1'0ST€D GLASS Q YES NO IN TERN AL GRIDS YFS ❑NO CAPPING YE S DESCRIBE WORK .� EST.START DATE S:, g��,DO.ap M.COW.DATE: pd 5ECtiRI Y ItYFEREST:YES❑ mogr e Product Guarantee.Except PRICE $ DUE DATE I 17Q� Wild"and Screens (y�} BALANCE m BE-PAID i 05%Price Proierlion Gtararttee ie Total D $ 7 D D CASH ON COMPLETION $ t 40%fuel Savings Pledge Deposit With order $ f a. BALANCE TO BE FINANCED $ l!�r.-^Year Iratagation Guarantee Eacelit rri AN horse impmvemerd.cotMrdctors.arK!•subconthadots.trust be registered by tits Director of the Massachusetts Board of Building Rego a Standards AnK +t s afxislt a carttiactgr or subcontractor relating to a registration,should be diredecl to:Director of Home Improvement Contrac#or Registra#i One Ashburtmt Place,Room 1301,Boston,MA(12108,(fit7)727-t3. . The C.orttt2chtr shah obtain and pay for the tndfdirlg pem tit and oar permits and governmental fees,licenses and inspections necessary for proper execution and completion of the-Work.If the Owner elacts to obtain the foregoing permits,or to deaf with unregistered contractors,the Owner will be excluded from the guaranty provisions of MAL c.142A.The Owner shah obtain and pay for all other necessary appnwals,easements,assessments and charges. The Contractor acid the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this.Contract,due Contras may submit the dispute to a private arbitration firm which has been approved by the Offcia of Carmu rer Affairs and Business Regulation and:the consumer shall.be required to submit to suah ad3ftnd IS in.Massachusetts.Generaf La 1A DATE NOTICE:The signatures of the parties above apply only to the Contract of the parties to alternative dispute resolution initiated by the Contractor.The homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. No work shall begin piror to the signing of this Cm79act and transmittal to.the Owner of a copy of this Contract This.contract conEMufes the total agreement.This contract may be amended or supplemented only by a written change in,authorization,signed by owner and contractor.AD suf"material is.property Of Slatewide,Inc.AN oontracls subject to Statewide,Inc.approval.Additional terms on reverse side. You may cancel this agreement.if it has.been,signed by a party thereto at a place other than an address of the seller,which may be his main office.or branch t1w of,provided you notify seller in writing at his main office or branch by ordinary mail posted,by telegram sent or by delivery,not later than midnight Of the third business day following the signing of this agreement(Saturday is a legal business day). See the attached notice of cancellation form for an explanation of this right The Owner has seen°sample'warraries that will be provided by Statewide,Inc,Upon Installation. ample warranties provided to Owner. NO ORAL AGREEMENTS ARE ACCEPTED. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. IN WITNESsSiNf .R me EOF,the di ereu their names this Z,7-ndl- 117 d ����'� 200 L . ram— =��es� agn BY STATEWIDE,INC. y '� 5� AUTHORIZED ®&G MAKE ALL CHECKS PAYABLE TO STATEWIDE,INC. (05,W-1151) WI-M(DESIMER) YELLOW(OFPIcE) PINK(CU=MER) From:STATEW DE 978 927 4433 03/23/2006 12:14 #165 P.020/039 S to re wile a WINDOW WORKSHEET .. DATE 100 CUMMINGS CENTER,SUITE 244-C.SEVMY,MA 01915 978.927-5050•FAX 978-927-4433.1-8W670-50 1) ra xa�atsries•�mier-iw�� JOB www.statewidef`IIC.COR! REPMF$fWTATnw Mlc�Us2 �• �WtiT i _ / Q�J� 1D1�✓1, OriN8Y8 NAMEt Lx3 PNON£ U KK II . - 4 ._ ADCAE.SS j2zlY1Y A. STATE o05og �b=a a " a i e' .. g4 <w 9lriE8lStlAPE10FFStT Y N Y Y/ v[ Y1 Y 2 Pal r4>tJw- 7e,4t,gaf ay 5 3 y v 7 8 s 10 11 - 1 m0 4° r4 iT 6 � Y Y Y YfY Y Y 14 15 NOTES TO INSTALLMS&DIRECTIONS: STATEWIDE IS NOT RESPONSIBLE FDIC THE fOLLOWM& Windows and patio.doors come.with manufacturer lifetirne'waranty,except screen damage.Statewide washes inside and outside of windows and patio doors one time.Statewide does not paint or stain any interior or exterior wood trim. 'See manufachrrer warranty for particulars.AIon Vansfeerable_ "HiR+PLUS 5 is double-pane wirrdow H1R+Plus 10 is i iple- pane window. Some,windows due to special manufacturing circumstances may need to be Il1R+Plus42.with Argon,and/or double pane,not triple pane windows. This exhibit to be performed under salve terms and conditions contained in original contract. See additional terms on reverse side. ACCEPTED - .X DATE BY. X DATE -22-Db 9 8f 91vE 1 88IGN8TURE MAKE ALL CHECKS PAYABLE T'U STATEW/DL',INC. (oval-I sw) wnrrE(DESIGNER) YELLOW(OFFICE) PINK(CUSTOMER) From:STATEW-IDE 978 927 4433 03/23/2006 12:14 #165 P.021/039 Sta to wide .'OR/D PATTERN wORKSHEET GATE 312 /mod - tw�ym uw stmsassaF•or..�oa cw.uc.a nss�e, ��1 12M CYRUS WAY,tot kMEO.WA SSM ZWI SE COLUM14 WAY,M.190,VAKOLMA.WA 9OW1 BRANCH# _ 42S-743-M•FAX 425-745-M22 36affif33 I FAX NO-M-834 1-a'O-272-6420 18m,g44-ml JOB 0 61 Q Y 92A SUM 244C,- .. 100 78- S CE FAX .78-M-4433.1-SW5LY��0 15 REPRESEMATIll/, www.stahgWdeine.com M&RFC OWNER'S nAiAE 4m ,d l 1;?r STAn 11F MP a OddTyw- - Gdd„rye: . SS �,t- cl;dTaw �Y p—H v ca-w cabr o. color m 11: caw arc caw o. vrl. .x WIA-4: aid Type c,id.1'* cawr Le caia a■: cd@ie: CoSorQd: vram.r. wwdo.d: GddTypc Gdd Type hu—x v Pevem:ti V Caa w: cow oar oawr m: C,w Oa: W.d—k. Wirdmv d; Orw T/Pc _ Grid'typc p--H v P—H_ V______. c w m: cma Ow wor nL caw ow. This end»bit to be performed under same tlefmms and conditions 'n nal d e)thibits. / ACCEPTED X DATE BY: X DATE a�' mrn c s sl euHE MAKE ALL CHECKS PAYABLE TO STATEWIDE,INC. Board of Building Regula ions and Standards One Ashburton Place-Room 1301 Boston.Massachusetts 02108 Home Improveme406—intractor Registration ,•;: Registration: 137418 Type: Private Corporation Expiration: 11/12/2006 STATEWIDE,ENERGY SYSTEMS DEAN LAVE 12303 CYRUS WAY ---- MUKILTEO,WA 98203 Update Address and return card.Mark reason for change. OP&M 0 SGWOQa4O10121e Address C] Renewal I_j Employment �I Lost Card .......... p.._._ ...._.__���_.... . - � ✓he LOAr neon!�4[U(.o�✓��.tla�ttde� 1ggp�� Board or Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratlon� 137418 Board of Building Regulations and Standards r :Expiration.,_'11I12/2006 One Ashburton Place Run1301 Boston,Na.02108 .. Type:•P.ivat.Carp.tw - - . + STATEWIDE,ENERGY SYSTENjS - • _ .. DEAN LAVE - 12303 CYRUS WAY - _ - MUKILTEO.WA 98203 -----------— ............ . ...... .........-- Administrotor Not valid without signature - Assessor;;, office (1st floor):' �� �� THE G �-- $ `7 lf- �, Toy Assessor's map.,and lot number ........ �...... �9'' .. TIC SYSTEM M ` UST Board of Health (3rd floor): IN COMPLI Sewage Permit number `.. WITH TITLE 11ARNSTAX raga ' Engineering Department (3rd floor): J� _ NVIRONMENTAL CODE 639 Housenumber ......................................................................... y TOWN REGULATIONS �p APPLICATIONS P R 0 V ED p8.30 9.30 A.M. and: 1:00 2.00 P.M. only 1�a ns bleConservatio WNW OF BARNSTABLE geed ' Dat I L DING" I'H S-P E C T O R APPLICATION FOR PERMIT TO .... .�1../:Y......5�`tf�e...../..�irr! . ...G�: 1 ................................... TYPE OF CONSTRUCTION ...........G!i e;r�.... ra! :........................................................................................ ................................................19........ TO THE INSPECTOR OF BUILDINGS: The, undersigned hereby applies for a permit according to the following information: Location ........ 0411 ...l.V.l ... d:.............1!.. /UI �.J.. ........................................................................ ProposedUse .............�./n.. 1e..... ............................................................................................. Fire Distract f/.k.�l.!1J.5..............................Zoning District .......... ./. .................�...i............................ ................/ �p? Name of Owner ......1,1AX-1'.......!.1..�7r. .............Address q 'C,, �?�!v y! ...................................... Name of Builder ....v.6.�i'?....... Address /l !.......................... G°....................................... Name of Architect ....Address l Number of Rooms .......:.6.....................................................Foundation ...... Q................................................ Exierior ...S4f.ay/'e.....!n�.�l.!ct...eat,V,1,r........................Roofing ......q.�,b!Uzi:�.L........................................................... (-/ / ........................................... cnrva-v1 .....Interior ..........�.��-'�'! ��.Floors ..............�..�P..� :.........................................:.......... Heating .... .. ..'. ................Plumbin ..... : s...................:....... g ..................................... .. ..G 1A rea f �S and � � Fireplace ......Y1 O.i!: .,............................................................Approximate Cost ..........�.......... :.............. .... ................... ........ S \ L Definitive Plan Approved by Planning Board ________________________________19________. Area /2/ *Diagram of Lot and Building with Dimensions Fee • 1.......o.............. CT TO APPROVAL OF BOARD- OF HEALTH S �0Nf� Q-V jAgs Xvt . � /!v'lYl�1 aJrU�S o26 Co � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS t I hereby agree to conform to all the Rules and Regulations of the Town of-Barnstable regarding the above construction. Name ... ........................................... Construction Supervisor's License .....0... �s KEANE, JOHN . h, No. �3 0 4 3 4- Permit fb°r ....1- Story ........... P, . �.� cj ... _ .a 07 T S ,y •C _ S .......... r M }. ; r F s Location Lo G#4 ," 2 9 Oak. , �.�k..Rc:;ad Hyn �i f_ ., .....4 anis ........... .................. `4 Owner ,John.Kea.ne... . ...... 4 .... �........ F ra Type,of Construction �...:.. 4................ _ J .a c ........................... ........... . ....... Plot^._.. ....� rCot . .... d r- arr - ... +x Permit Granted 'February 13i19 87 Datepof Inspection ::.......� ....-...�.. .190 7 F Date—Completed ,f lt9f,' r f r - _-'''� C� . .L �7. '$ ,., . Assessor's office (1st floor): E I fpT Assessor's map and tot number off, Board of Health (3rd floor): Sewage Permit numbers 3 ZZ {.............................................. )AUSTAU i Engineering Department (3rd floor): psa 11 r ,te House number .. C� / �,) i639 �p APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE C� { , ,, IBUILDING INSPECTOR APPLICATION FOR PERMIT TO ................ .. .!, ,r,%.....r......'.� ...., �!v:.=./l< ?1................................... TYPE OF CONSTRUCTION ...........f. .B... ..: �: -; r P...............:. ........................1 ................................................19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Locations.L.....y......... ' .. ....f.;1 .... .d.. ....................Y...1/U...... ........................................................................... ProposedUse ....................... ........�..........................'.............................................................................................. Zoning District ....Fire District ' .i� ,N v!... ................................................. Name of Owner ......�, ..1'.".f::......' .r.:?. :�>.............................Address ..............:...f......:..:.......`....................:....................... 11 Name of Builder .......... f r ......................... �6/::.......:..�`.'..:.{................................Address .......'.:.......".......:.............j.�..�..........:..' Name of Architect ....Address Number of Rooms r ....................................................Foundation <'E.%ra'",- C, f r} :........_............................................................ Exterior .... �fJe'.....t?!/'.t...3 ...t f ?C ...................... .Rbofng .... . ��?�1.r^.. ........................................................ r, Floors ...:'? n ,,,3<,a r, .....................Interior M .i?, 1 �k �i .............................................Plumbiri ....... •'' �.......+...I/r....................'... r. n.....! \` Heating .. ....... �:.................... .... .... ... ...' .. \\ g p -� �1 � ..Approximate Cost ' f Fire Pace ............................................-..........;......./ ~� Definitive Plan Approved by Planning Board -------------------_-----------19-------- . Area ....... :........� ............ Z Di lgram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH {�d r i6 OCCUPANCY PERMITS REQUIRED FOR`NEW DWELLINGS yr I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. !. Name .... :.....' � JV. � Construction Supervisor's License ... ..... .......................... KEANE, JOHN A=307-187=y-&--r97 No 30434. Permit for 11 Story :?n le Famil Dwelling ,...g. ......... '................................. Location' #4, 279.. Oak Neck Road - r , "Hyannis Owner `Jolin Keane ...... ............... Type of Construction Frame Plot ......................... Lot F Februar 13 87' Permit. Granted y ' 19, Date of Inspection .......................... Date Completed .............. ..:..: ................19 4 o TOWN OF BARNSTABLE Permit No. A?.4 BUILDING DEPARTMENT Cash TOWN OFFICE BUILDING w. °'tcuv HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to j Ohn K--cme Address Lot #4, 279 Oal, Xec k Road kiydi,.iis, riassachuset.ts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING_CODE. uiit-t.. 1. , 19 $7 ...... . !-.� /Z//' / Building Inspector THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA ... ..::. !,-.Y. ,.v •.a,.,..a.. .. .:...- .. -...: -. NY"r 'a E_LiM...K-i._.... _... :.FPS/ h.,.�'r�:J PRMIT' "TOWN OFBARNSTABLE, MASSACHUSETTS ILDIN,G C .. ��•~..�\�.1�1t .L�Ii r ).'lli..? r. r V-`_~`C rl' �� (� T _ DATE 19 PERMIT _ �i � APPLICANT ADDRESS "' /. (N .),� (STREET) (CONTR'S LICENSE) ;iU�l it •U:dr..i.s!ii. . . L'.' NUMBER OF PERMIT TO (=) STORY DWELLING UNITS J. (TYPE OF IMPROVEMENT) NO. ?OSED USE) . ZONING !.ok: it4 AT (LOCATION) ''•; ..;, DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SU901VIS(ON LOT BLOCK SIZE - BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) - - REMARKS:. AREA OR Yf5 PERMIT VOLUME-' ESTIMATED COST $ FEE I - (CUBIC/SO UARE FEET) OWNERt.Lr - - BUILDING DEPT. ., ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILD!'1G CODE, MUST BE,SAP= PROVED BY:,THE.JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED .} `FROM THE DE P'ARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOTRELEASE THE APPLLICANT FROM THE CONDITIONS 1" 'OF,%ANY.APP.LIC.ABLE SUBDIVISION RESTRICTIONS. • .�j' ' MINIMUM;OF,; THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS_.REQUIREO FOR PERMITS ARE REQUIRED '.FOR- AL ALSS zU.CaLON_WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEcN ELECTRICAL,_PLUMBING_.•AND - i (..FOUNDATIONS OR FOOTINGS. MADE. WHERE .A CERTIFICA7 E OF-OC PAN IS Rc= -MECH ANTCAL"INST-A'L::=ATiONS;�- 2:.PRIOR TO COVERING STRUCTURAL.QUIRED,SUCH BU-ILDING SHALL NOT CCVISIED UNTIL - MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE 3 FINAL INSPECTION BEFORE OCCUPANCY.. POST THIS CARD SO IL,IS-VISIBLE. FRO OVI STREET: BUILDING INSPECTION APPROVALS PLUMBING!"SPkTION APPROVALS ELECTRICAL INSPECTION APPROVALS \ wilof _ -z 2 � (j� G z �iw.W✓'J:��w!�- Kai,.,. r-� ! 3 HEATING INSPECTIO APPR ALS ENGINEERING D ARTMENT l `tea.' ) i OTHER BOARD OF HEALTH anp WORK SHALL NOT PROCEED UNTIL THE INSPEC-• PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON.THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT START, 'WITHIN SIX MONTHS OF DATE"THE ARRANGED FOR BY TELEPHONE'OR WRITTEN', CONSTRUCTION. PERMIT IS ISSUED D ABOVE. NOTIFICATION. » M Lor4 s4• J,;, Z3 4 E'..r/ST/.VG V AoalzowFlat/ b a + a N .V 11 a, v 4l.3L � O � h 20.0 _ NECK P.DAD . of PLor PLAN y �HRI!- HER T0WAI 8,4,CAI.674,&LE' L.AlY..4AIA1ij3, W..d. Cosra y N0. 3 CrSTER���3ns J09N EEANC \\� �F � , vEAC suR -SCALE: /'=30 ' OATS : 1 •L - 87 REA : I HEREBY CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE GROUND AS SHONN,THAT IT CONFORMED TO THE TOWN ' S ZONING SETBACK REGULATLONS. AT THE TIME IT WAS CONSTRUCTED AND THAT THIS MORTGAGE INSPECTION :WAS PERFORMED IN ACCORDANCE WITH T, iE- TECHNICAL STANDARDS FOR .VCRTGAGE. LOAN INSPECTIONS AS. ADOPTED BY' THE MASSACHUSETTS ASSOCIATION OF LAND. SURYEYOAS AND CIVIL ENGINEERS,INCORAa ATED. 7,1-1/1 LDT /.5 /A/ 1'NE --zmv RAW CHRISTOP CO . L.S . DATE 216�87 AL C.4ID2F .��,ev�y �o�.s�L 7A.,v T /72 �.�.57- .SAL MDUTf� �s'w F•9L tiIDv7"H, M4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '3 0 7 Parcel / 17 Application# Health Division pa d o 4 6, _'Pv e_e ft Conservation Division o g Permit# 4 7 --f-T Tax Collector Date Issued — 0 Treasurer Application Fee •C)L�> Planning Dept. Permit Fee CONNECTED SEINER ACCOUNT Date Definitive Plan Approved by Planning Board (/ 13 3 Historic-OKH Preservation/Hyannis Project Street Address a - 0/1le Al r=-G l/ 1Ld, Village �4 f W-1�2 Owner PNk/U,r_Y 1?-1 l¢t5 Address 01,F Telephone 15d " -7 7 Permit Request 1.00A ®IA r 6g y W"r fi oo W /,M/ k 0 rzolj" f I?F--Af E&00 6'43 FIX& ARACC rN 01 Al a,A� Square feet: 1 st floor:existing fo P proposed 2nd floor:existing r 76 proposed - Total--new .� Zoning District Flood Plain Groundwater Overlay _ �r7 Project Valuation Construction Type =rep Lot Size 1(91 b o ll 50q Grandfathered: - Yes ❑ No If yes, attach supporting ocumentation. Dwelling Type: Single Family ZK Two Family ❑ Multi-Family(#units) Age of Existing Structure / 9"i15 Historic House: ❑Yes O"No On Old King's Highway: ❑Yes fNo Basement Type: YFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ® Basement Unfinished Area(sq.ft) $ S�i 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: Rf Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes "o Fireplaces: Existing d New Existing wood/coal stove: ❑Yes 9 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 Cl Appeal# Recorded❑ Commercial ❑Yes Q No If yes, site plan review# Current Use Proposed Use Q BUILDER INFORMATION Name / t >r^ Telephone Number Ste®��'7 7 Address 7 O>¢/� �i/I��l� l�Gf License# VdA1AJJ Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO "l /yl m i rY^l SIGNATURE DATE 7 O FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: ; FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH O , FINAL S PLUMBING: ROUGH FINAL m GAS: ROUGH a FINAL ? FINAL BUILDING 4: DATE CLOSED OUT ASSOCIATION PLAN NO. tx Department ofIndttstrid Accidents ' t Office of Investigations*., ' 600 Washington Street • , Boston,ll?4 02I11' www.massgov/din - WOXkers' Compensation Inpurance Affidavit: Builders/Contractors/]Electriciaris/.Plun ibers ,pRhcant Information - Please Print Legibly fame (snsiuess/organization/Iadi ideal): address• " 'ity/State/Zip: - /-/�/�/V�//�. 6k/Ph0ne#: �Q 7 ?l re you an employer? Check the•appropriate box:.. Type of project(regdred): Z am a•employer with 4. ❑ I am a general contractor and I ' 6, (�Naw coxistruction employees (fia and/or part time).* have hired the sub-contractors I am,a sole proprietor or partner- listed on the attkched sheet $ 7• Remodeling ship and have no employees These sub-contractors have a. Demolition working for me in any oapacity, workers' comp.insurance, 9. ❑ Binding addition [No workere comp.insurance 5. ❑ we are a corporation and its fequaed.] officers have exercised.their 10.❑ Electrical repairs or.additions 0 I am a homeowner doing an work. ,right of exerption per MGI. 1Y.�Plumbing repass or additions myself.[No workers' coup, a.152, §1(4),and we have ntt 12.❑ Roof repairs ,��,i„scerequired.]•t employees.jNo workers'' • . - comp.insurance required.] 13•0 Other iy applicant that checks boa#1 must alsg fll out the section below showing their workers'compensation policy information: .. omeowners who submit this affidavit indicating they are doing ell work and then hire outside contractors must submit a new affidavit indicatingb .- ,ntractota that check this-boa{must attached ea additional sheet showing the name of the sub-contractors and their worker'comp.policy jnfM=mtiojL m an employer that is providing workers compensation insurance for my employees ormation. 'Below is fire policy and job site mirance•Company Nome: licy#-or Self-ins.Lia#: B xp#zdon Date: b Site Address: City/state/zip:- tack a copy of the workers' compensation policy declaration page(showing the policy number and eaplration date). fiure to,secure coverage as required under Section 25A of MGL c: 152 cari lead to the imposition of criminalpenalties of a ie 500,00 and/or one- ear �to$,1� Y imprisomnent as well as,civ>7 penalties in fife form of a STOP"wdRK ORDER and a fine ip to$250.00 a day against the violator. 13e advised that a copy of this statemenf maySe forwarded to the Office of vestigatidns of the DIA for insurance coverage verification. ' too hereby certi u and penalties of perjury that the in,rormation provided above is true and correct nature. Date: -7 D 10I1e#: 7 " 40 , Official use only. Do not write in this are be l�to completed by city,or town officiai . City or Town: PermltUcense# Issuing Authority(circle one)i L Board of Health 2.Building Department 3.City/Town Clerk 4. 6.Other .Electrical Inspector 5.Plumbing Inspector ' Contact Person: Phone#: Information and Instructions L52 tequires all employers to provide workers' compensation for their employees. ,sac Generalaws chapter 1 em to ee is defined as"...every person in the service-of another under any contract of hire, scant to this statute, an P Y ress or implied,oral or wri{ten." • oration or other legal=.ity,or nay two or more employer is deed aS•`'` pdnal,ppers]�ip'',association, !rP r engaged in a joint enterprise,and including the legal representatives of a deceased em}�loyer,or the ' the foregoing• artnership,association or other legal entity,employing employees• Howoyer,he ewer or trustee of as individual,p aving not more than three apartments and who resides therein,or,the occapaat of the •ner of a dwelling hour a h ,elling house of another who employs persons to do maintenance,construction or rep woil�oa such dwelling house urtenan#thereto shall not because of such employment be deemed to bean employer." u>7.diag app ands orb . on the grounds 'censin a en shall withhold the issuance or eve state or local h g. g cy GL chapter 152, §25 C(6)also states that"every , ermit too operate a business or to construct buildings in the Corm6aweg1th for any auewal of a license or p P � ufred. � licant who has not produced acceptable evidence•of compliance with the insurance coverage required." li "Neither the commonwealth no any of its-political subdivisions shall 'on Mr chapter 152,§25C(7)states idit any, ater into any contract for the perfoanance of panic work,untiil acceptable evidence of co�kance with the insurance uirements oftbis chapter havtbeenpresented to the contracting authority. Lpplicants 'lease fill out.the workers' condensation affix a�com�ple��lyb3' h����along w�toxes thathealcerlificate(s)of to your on and,if. ' ►ecessary,supply. sab-eontractor(s)naaae(s), ( ) phone nsurance: Limited Liability Come or Limited Liability Partnerships(LLP)with no employees.other.than the anies(LLC) members orpartners; are notrequired to carry workers' compensationinsurance. If an:LLC or LLP does have employees,a policy is required. Be advised that this affidavkmaybe submitted to the Department of Industrial Accidents for confr=tjon of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be rettuned to the cjty or town that the application for the permit or license is being requested,not the DeparEmemt of Industrial Accidents. Should you have any questions regarding the law or•if you are required to obtain a workers'.. compensatioupolicy,please call the Department at the number listed below, Self-insured companies should enter then self-insurance license number on the appropriate line. City or Town Offiicials , Please be s►ae 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. cease mm�ber which will be used as a reference number. In addition, an applicant- Please be sine',to fill in the peL7t li . hcations in any given yeah need only submit one affidavit indicating current that must submit multiple permi*cens0 app policy information(ifnecessary)and under"lob Site Address"'the applicant should write"aIl locations is (city or town)'A coP7! o€the-affidavit that has been officially stamped or maticed by the city or town maybe provided to the applicant as proof tbat•a valid affidavit is on file for;future permits•or'liceases.,Anew affidavit must be filled out.each year.Where a home owner or citizen is obtaining a license or permit not relatecomplete and this business or commercial venture y to bum leaves etc.)said person is NOT requrred to nrp s.e.a dog license or pemnt • The Office oflnvestigations would like to thank you in advance for your cogperation and should you have.any questions, nathesitate to give us a ca1L please do The Dep ariment's address,telephone and,fax mlmb er; The,Commonwealth of Massachusetts . pepariment of IudAstrialAccidents • : . • ..Office of Inveftatioo f + .6OQ Washington Street . Boston,MA 02111 ' r 'Tel.#617427-4900 ext 406 or•1-877 M.A.SSAFE Fax#617-727-7749 Revised 5-26,05 www.mass.govIdle °FINE► Town of Barnstable Regulatory Services - 9KAS&STABIX » Thomas F.Geiler,Director ib39. �0 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition;or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other N - requirements. ®� t f Type of Work: f/1J ��r.pj///f� ®y�.,Q�®/ljf e)IWGhG r. Estimated Cost (� 6_&V0, Address of Work: ,�7 q sdkx AAC-ex ,L, RA4 � Owner's Name: elAl ac:_ Date of Application: I hereby certify that: Registration is not required for the following reason(s): E]Work excluded by law ❑Job Under$1,000 []B ae� � 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 Registration No. Date Okrse4 Q:forms:homeaffidav Town of Barnstable Regulatory Services BAMSfABLE, : Thomas F.Geiler,Director 9 KASS. 1639• A.� Building Division RFD MA'I Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 22 Please Print DATE: J " 7— JOB LOCATION: Z e2z�/< ab-lC k-- Q f-Iall number t� street 4 7 village "HOMEOWNER": O/ �fr7 / 1/14T (s name home phone# work phone# CURRENT MAILING ADDRESS: Z ity/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building 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 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 pr cedures and requirements and that he/she will comply with said procedures and require ts, i ignature of H er l Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix,Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forns:homeexempt E NTIAL APP as RA ISA L AK P.AGE258 HYANNIS REPORT o ,7y- State MA Fite No. .27g - , � I - RSL+ neigh) LOT4- cu /0,60 9 F — L0 SUPP !•�� L3.4• , �.!• E.r/,$T/.VG _ V N AC&A 9.4 r'/O,c/ - to plicabl nthe s l�•S ,� - :re� 3Z•. - iN 'cdptlt i Leg; . 'resen ier encr WA O tuLC M ti ERIOf 20:00" ndatii - S N 'Suit; 0AA1 NECe BOAD . - 'Su ' vs& ow Tl _ VScrt r ! AIV 'a tiN OF �+ rI - Eo PL or L.. A .HRI!• xM TOWil! COSTA H JO/ Na 31305 At H pe SCALE' : /=3D DATE Z -L 87 RFC : tdltio . I HEREBY. CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE GROUND'. . 10% AS . SI10XN TIiAT IT . CONFORMED TO THE TOWN 'S ZONING SETBACK REGULATIONS AT THE TIME IT WAS CONSTRUCTED Ai;D THAT THIS MORTGAGE INSPECTI CN :WA'S r PERFORMED IN ACCORDANCE WITH T.�iE TECHNICAL STANDARDS FOR -. CRTIAGB. tc.): LOAN INSPECTIONS AS ADOPTED BY THE MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS,INCORAd ATED. 7-1.1/1 LDT /S /ill rqC f Proposed work on 279 Oak Neck Rd., Hyannis: 1. A bump out bay window(U-value=.32) in the kitchen, approximately 2 x 5.5 ft., with a 2x6 header, 2x4 walls, asphalt shingle roof, and cedar shake exterior. 2. A pocket door between two bedrooms utilizing two 24in doors, with a 2x8 header and 2x4 walls finished in dry wall. 3. A vent free gas log fireplace, with 2x4 header and 2x4 construction as needed to raise the existing bump out to accommodate the fire box. Ceramic tiles will be used to finish the interior wall around the fireplace. 1 z - f h i j T WE �V p� ® p� 961AP0RTAN1" a=�49omaaa� ANY CONSTRUCTION THAT INCREASES LIVING Z } s SPACE v 3Ea 4'o' BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE d a`3400a INSTALLATION OF ADDITIONAL SMOKE DETECTORS. Q s NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. L o (� � r-----i I I I I I I I "H L___________________________________________ a ____________________________11- I,,: -Xdunda+,a t°oidw/aaa. CARBON MONOXIDE ALARMS1 c MUST BE INSTALLED PER old founds}Ion andpa _ MASSACHUSETTS BUILDIN5,0 f W I I 1 I I I I I I `I I old bx'x a,"Aluminum founds#Ion ven# p n naw fbunda+' # w/a e., I I O 9 r � I •4 x l0•rab p drilled Into I I I � +•0 � � � Q ^" old foundat on and p aced in}o naw. i I I a-' O l . � 11L I I I Q N r--� i �XIhTIW4 FouNDAT1oN i i i 'e,I o L ;4 Z I I _ W �- II I I I q•,Poured concr + >lab w/ I °j � I I P berme>ho a d!o II poly 'v^I O V pin naw foundn+lon+o old w/9 ea. L I Pi^new Fou^dation to old w/q sa. pin naw founda+on+o old w/4e1. I O •4 x 1O°caber pins drilled into I •4x IO•rabar pin:drill�diMo •4x I O•rab.r pins drillad'mto I I vwpar barrier i `;i 0 old foundation and poured 1n+o^ew. I I dd founds+ion and poured Irr}o new. °Id found.+lo^and poured in+a naw. I I I ( O u i G+new 9'x9'acts»a nA I I I i t n xB"Aluminum I I foundn#'an van+ I I 11 0 I i I ` 6 s o 9 I/2 i9h+eeV Goncre+i I°•, 5'-to 9/4" °J'-Co 9/4" y'-!o I/Z I ' ,.I I :i I � W F u m cdumn w/ei'xei"x9/e+'be mA I- 'x I OropTOP 1 2"ed j ;j p W o o • �+ pla+a>c+ ao nc"xe#e f'k 1 t n9 J_L < jIa II __s,_ J __ ----_ �—# -�gmjD KpWJ 1.6 N.Vpoo2qr24o0^ 00 r ' I B x 4-O'Poued x I O"Antrdw/ 1_ /4° we w__________ mv•, 3�E omo q; $a conere}e footing 7 I"o.c.wnd a"from sill pla#e end>. ffi � � 0�-�"a 9-2xa'> i i w/2x4 key way. 0 n � I IU p U o• _ 11 2"Poured concre#a dw,+cap I�;� 1W¢. U g Q mil poly vesper barrier. �= I U �' I a"x G"Aluminum I I I I 1!c"x B"Aluminum `�o '� foundn#ion vent I 1 I faundw+.on ven} in ; /A,FouNpArloN PLAN L__-___ ___.______- .. I 1/4"- 1'-O" 6"x 4'-O"Poured conucte 5/B"x I O"Anchor bol+>w/ Addi#ion A>ped+R-a#ia f L/W 1- I.I I - faunda#ion-,e#on 14"x I Z" 9"x 9••x 1/4"Plate wa>her> ---------------- GarwAe A>pect�-woof L/W 1- I.4% �'u oo=- _ con+inuaus concrete fao#inq 7 1"o.c.wnd B"from>dl pla#e end>. 3 m 'Q All Ha>ureman#>#Oimen>lan>are+o O S. p a be>I#e verified by Genarwl Gon+rwe+or n u F"mu`d c'� x 1 at time d eon>+ruction s m s -"`,9 3 Q 3L�o� .E owo=v 1 IB'_p• 19'-B I/1" I'-O" 9'-i5a" 9'-91/2" R• d� DRAW ING TYPE: • FoUndai'Yan plan SHEET NUMBER: A ( 00 �' �a3os"gas t aJimpaan H 2.5 hurrcani ID = o '" o - e u'a, ` I I tiese IG"a.a' Z �� `Oc o`n`em`o�3 Oa 2xB R-of#ersa 1!o"a.L. Q T 3 - I I a` o I I I I I Simpson H 2.5 hurricane I I ties a Ira"o.c. I j EXIhTING P�HMNG j I � j II I i I I Line of 2xro sleeper w++cached+o � x +inq framing w/% I/2"x 1/4" 0 I L ne of 2 x!o sleeper w++water-d+o I 2 poonm r�g.�cr.ews } �r I rn m nm rcG%rc sire I 2%B F-wfi}ers e I e," yfor panel connec+'wns `y,,J It V I i � oimpsan H Z-.6 hurricane I�-1-�S ��rI I I Q ,,II Y I I � ��r h''mpsan H 2.5 hurr lcwne yimpsan H 2.5 hurricane � -` N 0 Iles e 1 I lu F Flu �P.1"(E pLAll1. I I I I I I I O U L____________________________________________ I I I I I I I I I I I I I �OOf brwcinq a 4'-O"o.L. I I I I fl for panel conneL+Ions j j 2 x0 Plow-Jois#s® Ira"al. m p I I i I 67 Qz "�u I I e y `o 3 j l j ------------- # ____--------------�iimpeonm We,2 ro hangers ffi /// Z U m u W H ��z W OIL u v I I I I I I m I I I 2 x0 LedAer atMaeh to existing I I I I I I I framin /% 1/2"OOaJ SN'ewa q w - - ------ o hangers ______________________________________ p�pI� u N p O I I I I I I I o u 2 z0 Ploor Joia}se lra"o II I I oo oc q3o Aa, . Ploar bracing O 4'-0" for panel conneL}ipns II __________ a _ 11 u__r �- I • ,9w IL___ ________ _t 0 � �m uEOlg Z r 2did blocking 0 q'rt 'm r n .4 I � � I ' Ploar brwcin9 a 4'-O"o.L. j for panel connectior:s h P1�hT Pi,00E- DRAW ING TYPE: 2 x0 Plow-Jai,;+e e I v'o.c. Pfrs-�Floor Frame plan P—oof Frame plan I I I SHEET NUMBER: �,. m ..Eno �•c , �E ul o `�av�s•o °: a pa p n«a5osna=� m 14'_p Z u 3000 'c6 a �a �smdms vo - S c o � New step to grode � � � 0 is 0 C t 4AI=A4�. � n : !o°Poured cowre}e patio ' °Lo u z >I __________________________'_ 00 U1' 3 ul 0 0 "Narrow Wall'cans+ruction # m j u e o p � p required at 4arage wall. <_ p 3 FAt I(LY�Oorq o < Q FLOOP-FLAN m Garage Addi#ion Aepee+h'-a}io(L/W 1- I.4 4 m m PamilY F'-oom Addition Aepea#patio(4/W 1- I.I I -.--...--._.................._.-- Wnlle to be removed Li \1 _ - __ Ezin#inq wwllo `u z m5 . o o� 0 aAll 11-,uram.n+e 4Oim¢:v,ione um nr.,e � - be cite per ified by General GonWac}or c�'"b �0 m a+time aF cone#ruction W _ s ewpnom wood a+rue+oral Fanele with a °��y W�?..o �0 Y hick of 7/1 G inch(I 1.I mm)and —mu. a a.1 rns n� epan aF.iAh+feet(4411 mml ehall l- Oo'dot'3o s _ ,a- ermi++ed for o q oteo+ion in one-wnd F,a_' 0 0 two-e}orY buildin Fr eau p ni�+•+o c (' p F P 0e°panels shall b. +to a•��0',°1,-°, 3 a 0 A cover+ha glazed opaninge with at+aahman+ •�`3'-k .� ¢0 hardware provided.Attachments shall bem j E.o Z p >, } ` v 0 Fro�id¢d in accordance with 790 eA1p.Tabl. • ��, =i90 I.4.I.t or shall be designed+oreeis++h. "=g.cuu Jl .E a 6 components and aladdinq leads de+ermined in W o v J accordance wi+h+h.p-ovieione of+h. H . w s v In+erns#tonal F uOjin4 God.but u+ilizinq}he d d b 5,9„ y wind load.a.+forth in 7,00 G+1R•39.00. DRAWING TYPE: 1e•-o•• I9'-e I/z^ 14•-9 1/2'• FIr4.t Flopr Flan SHEET NUMBER: A 2 OO ✓ Gon+inuous ridge ven} 'o o •�E yy EXTENT OF HEADER(TNO BRACEi gn�•�: t Mini.3"x91/2"net header J m aa.m3 Fasten sheathing t0 header with ad common Halls In 3"grid pattern as Asphal}shingles(+yp.) 2 xlo Collar Tles e 1 m"a.e. m S E o a e m`°s 7 000 IbnHea d 5"ac ln'all framing If headed I S•Pei !studs and'8111 fr—ling --'-'•'-'-'- ca g ter nce e der-to-Jack-stud o a fll paper typJ [0 o �o'oo;Saos 2"GTJX plywo d she }hinq(+yp.)) Z strap on both.Ides of opening (Cyp.Nlnstallan backside e95hoWn an , -, y 16d Sinker nails In 2 rows o 3"o.c. 2 x 1 O oaf}ers e 1!o"O•c. Q side elevation,ref.no I5te24) I° i Top plate '_? '- U H, eonnays w LL v c o o 10001b Hcader-to-Jrk-Sd strap On �regUIYCQ per $both sides of opening(ref.no.L5TA24) MIn.(2)2"%4"(typ.) Braced well ay n. segment per u r602.10.5 •' .14F 1 2 0 raper ven}s® I!o"o.c. 4' If panel Splice 15 needed It shell��' •j a ' LY ,^ occur within 24'of cold-helght msula+ion® I!o"o.c. i 1 2"F.G•Insula+ion %B V blOoking'19 not required. p }: . i'.I ri: Simpson H 2.5 hurricane'+ies® I/o"o.c. // � \max 0 No.of JBck StJd9 per u table r50�.3(ia2) ":•� ri rr' 2 x I O Geilinq joists e 1!o"o.c. _ 1/2"MIn.thickness wood MIn width based On 6:t ",11 Rf structural panel sheathing he ratio:for Aluminum gutters 4 drywells i example:7 6min.for B'helght IL-, +rim boards 4�¢ - ` 2-2xl Os w/2'rigid foam 1—.1.+ion Q^ "..__ z i'•__ _1d- Gan}inuous soffl+ven}(+yp.) 1 Q 4 (1L MIn.3"x3"x1/4"plate washer •"' ' • - Q W BIDE ELEVATION WhltG cedar Shin ®r'J"t.w.(} ) j J Anchor bolt per r4O3.1.6(typ.) OUTSIDE ELEVATION q es yp. Foundation per code(typ) • Ty -housewr.p N yp.) IMPORTANT CODE REQUIREMENT: ONLY FOR UBE ON HOMES WITH FULLY SHEATHED PLYWOOD OR 05B EXTERIOR 1/2"APA rated"full-height"sheer+hinq(+yp.) •'-- WALLS PER RC R602.10.5. APA DETAIL OF NARROW WALL BRACING METHOD 2 xdb Wall stud e 1 21"o-(+yp.) � F WITHOUT MOLD-DOWNS - D 5 1/2°H.O.In Ula+Ion-I=I'(+yP.) 9/4"APA rated T.".subfloar � �\ H :r Gan}inuous ridge ven} B"H•d.Insula+ion 90 V Z Asph.11-4in,�les(+yp.) V 0 1 Felt paper(+yp.) 2 x0 Floor join}s® I!o"o.c, iU f" I/2"GC-IX plywood rhea+hinq(+yp.) 9-2 xb's s O V alt fund.+ion As ho se Icr -.s P 2"O s}eel/doncra}e 0 ---- supper+column.0 B"x 4`-O"Poured concrete fcunda+Ion ��.�: "=><' t on I 2 xB Collar ties e I!o"o.c. footing w/2 x4 keyway. 2^concretes dus+cap :. n t w/fo mil poly vapor barrier - 12� _ �4`x l'conare+e•foo} q t+ ,�:.... ..:..q._ AEss .# < u sP aO NN U N lee and water shield(+ ) —Asph.l+shingle (+yp.) CO rm o Yp 15•Fcl+paper(+ypJ CO •� w m 0 3 p ��ftPUIL-r1li hEl.T'I-N 1/2"GOX plywood sheer}hinq(}yp.) o locale: 1/2"_ ('-O" ^ 3 n 2 x8 F.f+ers a I Proper vans e I ev"o.c. - °` i 2"pIgid foam insulaflon e I eo"o.c. : U o ' -�,impsan H 2.5 hurricane+ies e r!o"o.c. / r 2"F4•Insulafion.�90 �iimpson H 2.5 hurricane+ies® I fa"o.c. W Aluminum qu+te—+a drywells 2 x8 Geilinq joints e 1/o"o.c. O I x_PVG+rim boards - d Gon}inuous soffi}ven}(}ypJ 5/B"Type"X"firecoda drywall 2/2 x 1 O Headers(+yp.) Whl}e cedar shingles a 5°},w.(}yp.) White cedar shin.).s 5"}.w.(+y ) c - P' T TyvekTM housewr.p l+yp.) _ ]voa° 0 TyvekTM housewrap(#yr.) _ v MUP - I/2"APA rated"full-heigh+"sheathing(+yP.) d �00m GRF-AGE c °v m 1/2"APA ra+ad"full-heigh+"sheer+hinq(}yp,) s 2.e,Wall s+ud a I e",o.c.(FyP•) a 0_ 2 x4 wall stud e 1 m"o.c.(+yP•) u o° 5I/211H.V.l—UI.+ion F-Y 1'(+yp.l pui��vo °•Q c m 's 4"Poured concre+e slab on €+0 E,n O compacted fillyl.y c u m s ,E w/Pilu bermesh•Pi}shed per F}.towards doors. 2 xe Floor joints , 3Y .?': 4 +fi/.k �Aa/r 'Yrc3J"% '�,t)�FT ,,.:n!�+ ^i'^'Jk•.12L'b h h'(fr} �y.:9-...1 3 d �,5 }+Y P..:g' ) e^H.o.Insula+ion ��o Asphal+founds+ion sealer DRAW Na TYPE: - 3L,i?i. �� B"x 4-O"Poured centre}e found.+ion }3Ullelinq/oeO Lion"A" �"` "s'+'` ``,'�• M Ulldin9 GSpee 4-ion"I-"" - " se+on I!o"x 1 2"can}inuous conere+a - ggjs' 2"concree dus+cap t k, footing w/2x4 keyway. r r 2 6 mil poly vapor b > Narrow Wall M)racinq �113UILG71hIG h�GTIOh("�" ro ;.m,,k _ SHEET NUMBER: ^§tz A A400 r m °E4 ,�Ovs IQ N V�rcm ?svuyc Z ,1r1 Ni c wO�toa / \Ej `\ is 1p 00 S a 0o i S ° I 0 3 Z II I,--------------------------`---------J L'r-------------------------------J - -------------------' wEhT Lev A rIOF 1 i �p ouTH�LeyP TION C r`---------------------------r`--------ti------, a,o LLF- v O V ry v d z s� J m0 W co • w ® 30 YTIr # 4� 'mQFLsQ f A3 H Ul of 0;�a Ono 8$ ro O n: sovw �- I I 1 I I I 1 I I I I •1p�'$wn- Q� I I hzGo o �EiLAAhleT: 1 E/L4E°V_1AI,T_pIO„N 1� I IIi D No�TH EI.EVATIoN �II1� IIIIII -`IIIIII r--Ii`I1II 7---IIIIIi` t �ua 9�3o���°d o•�°-iNv•____________________ ---------- L _____---__1 L--------------------- L-------------J-----------4 I -___________________ `----------------------------------------- - ------- ----------------------- ------- }�f f `11AI- I/4 I,_p, L-------------------------------------------J -------- ORAYV IN&TYPE: Elevw}Ions SHEET NUMBER: