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0204 MOORING DRIVE
oy ' ;7 � � � C3-Zb)�-pp7{e w� r Lauzon, Jeffrey From: Lauzon,Jeffrey Sent: Monday, November 26, 2018 9:15 AM To: michael@capecodinsulation.com' Cc: Lauzon, Jeffrey Subject: ViewPermit, Permit No:TB-18-3655 Applicant, Please be advised that the above application has been reviewed by the building department and the following is noted: 1) Our records indicate the property owner to be Janet Wenzel not Karen Brown. The application is denied pending the submission of documentation demonstrating the correct property owner letter of permission. Please do not hesitate to contact the building department with any questions.Thank you. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 Jeffrey.lauzon@town.barnstable.ma.us 1 FTNElp�y� Town of Barnstable t BARNSTABLE, S 200 Main Street Tel.(508)862-4038 lfoM INSPECTION REPORT Permit: Building - Insulation - Residential Use: Date: 11/5/2018 10:41 AM Inspector: barrowsd Permit Number : TBA 8-3655 Name: WENZEL, JANET M TR Address: 204 MOORING DRIVE, COTUIT Unit No. Inspection Type Inspection Item Status Comment Building Admin - BA- Property Owner NIC Property owner listed is Janet Wenzel Solar& Insulation Authorization, if Builder is Applicant Inspection Overall Comment: Overall Inspection Status: FAILED Re-Inspection Date: Inspector Signature Owner Signature Total Score: 100 p ' Town of Barnstable I .ECPT a . ... �._U 'An 200 Main Street, Hyannis MA 02601 508-862-4038 Z %lunr9. � Ul ac o Application for Building Permit 0 uo Application No: TB-18-3655 Date Recieved: 11/2/2018 Job Location: 204 MOORING DRIVE,COTUIT t Permit For: Building-Insulation-Residential Q Contractor's Name: HENRY E CASSIDY State Lic. No: CS-100988 Address: WEST YARMOUTH, MA 02673 Applicant Phone: (508)775-1214 (Home)Owner's Name: WENZEL,JANET M TR Phone: (508)944-1404 (Home)Owner's Address: 204 MOORING DRIVE, COTUIT,MA 02635, Work Description: 6 Hours air sealing,common wall 2" rigid bd. 96 sq ft Total Value Of Work To Be Performed: $149.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.;officers of a corporation,and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits-approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Henry Cassidy 11/2/2018 (508)775-1214 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $149.00 Date Paid' i Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 11/2/2018 $35.00 ?XXXX_XXXX_XXA'`c- Credit Card 1182 Total Permit Fee Paid: $85.00 11/2/2018 $50.00 Credit Card i 1182 ISN TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Z-M A (l e4 Map Parcel -A ' Application # 10 Health Division Date Issued Conservation Division t"a Application Fee Planning Dept. a ` Permit Feed Date Definitive Plan Approved by Planning Board IA Historic - OKH _ Preservation/ Hyannis Project Street Address 20V Mdotrl vaDO- Village Owner ffad'e!/1 V ocyyl Address Q �4 �v '*7� Telephone O Permit Request Sgei2 Se, be O W or Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 0 Zoning District Flood Plain Groundwater Overlay, Project Valuation 2a 00 Construction Type 7?e 1i m c _ Lot Size • q(P Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(# units) Age of Existing Structure 37 q ✓'t Historic House: ❑Yes 6Wo On Old King's Highway: ❑Yes -61-KO Basement Type: Full ❑Crawl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(ss^g11.ft) Number of Baths: Full: existing new (!:�$ Half: existing (J new V Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count rJ Heat Type and Fuel: Q-6-a-s ❑ Oil ❑ Electric ❑ Other Central Air: J Kes ❑ No Fireplaces: Existing__LNew r_ Existing wood/coal stove: ❑Yes 4<o Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:gle'xisting ❑ 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 2 r u Telephone Number 6 2 a9V Address Z: Sf License# 61 -7 ,�.0 m ruler acu1`94 62103 2 Home Improvement Contractor# �- Email- �C1 L�f1�1�(, 0QA C4Ok1l Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO er AeA Uerel DATE SIGNATURE o2C, • ` 7 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER. DATE OF INSPECTION: FOUNDATION r - . FRAME � INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The COMraarnvearth ajfmasmrdru.cetls 3JF r etc mid Acddimzis t�rce o�' �€aas• 600 Waduigion Sweet Boston,MA#2111I •. wrv�a.m�ga��a Warkere Campensad m Insmce Affidavit Badders(Cuz ers A # Please Fint E.ey 1�Tame - 13 y` Addrem PO o 3 Are gau an employer?.Check appropriate b iza Type of project(required}_ L❑ I am a employer vffi 4 ❑I wn a geliard contractor and I * Rave Fired the Mb-coaha� 6. ❑New const�tion employees(f d andfor part-dime. 2.NrI am a sole proprietor orpartaer- listed on the attwhed sheet 7- i&modeag 1 These sob-contractors have ship and ham �P�� '9- ❑DemaIifiosf waking for me is any capacitp emplores,and have waAmW [NO ''T'admrs'OD Ce: CC"-insu ance1 , g- ❑BaAcrigg addition -1 5. Q We are a coapara6an.and its 16-❑ �repairs or ad E ions 3_ I ama ho?memmaer o$cers have exercised fh r ❑ doing all wad 1L❑Flnmbiagrepairs ar adcrtiams myself[No workers'c=p rigbt of exempfi=per MGL IZY❑Rooffepaim iw�e r ired-]i c.M§1(4k aodwebsweno employees.[No warms' s-❑lother comp.insorance required.) *Any Estchedsbasin— Elsa SIIoatthesedioabe1ioWkUmmj=fheirsva$e3s'®peaatioapc&cgiU5=M5— #f�n®eoa�nerstrho snbaa't dos�daea log Hneg uedain�Elf•Wa�c sadH�hIIe aa�coar<s�nasamst su�mit�nemsf�darit iadi�sarfi . =Cammcm�f5s[ebacYthisbmcmush=,AAWa 'sized slio d=gtheaaiaeoftheso33ro mmdstfevhethecornottbasee shsee ea�rlcyees.7f the snb�c�t�d�hare eaQxToi" , Y P=Mi&&Ok A me�.policy abet -Tam all eurpisr fliai is prm�ding wvQrkeas'cotmr iirsnrarrca f cr earpx Sdosv is fibs p jQb site in,jorm�liatt. Issnrauce Campaay Nam " "Policy lt'or Self--ias.Lic.-4L- FapiratiaaI}ate_ Job Site Address: CityfStat ef�p: Attach a copy of fire workers'compeusationpolfcg dechration page(showing the poTcy number and expiratioft date). Failure to secme coverage as required under Section 25A of MM r-lP—can lead to the imposffim o€airninai perlalti of a fine up to$L5OD-OQ andlor one-gearmapfisona2enk as wee as civa peualfis in Sie farm of a ST(3P VMRX€?RI)ERaad a r= o€up to$25(LW a day a fhe viobtar_ Be adidsed the a copy of this stabs =aF be forwarded to the Of ffm of Investgatiafss of the MA for insarnow coverage v om Ida hereby a tits pm a s gory thatifre iqfarma6=prov&W abmm is trns and carrm t Sirma�f„nr Date_ Phone irr So _V39 CVW ass aanly Do nrrt write in cis areq,ta be wwp&W by city ar too m offic aL City or Town: Fssaing Auffiarity(drele one): LBo=AofHka1& 2.Buffffing Department 3.f,Sfy/Tmea C r rk 4.Electrical Iaspeclnr 5.1%unbnEigEmspectur C.OtbW Confact Person Mone _ 6 11: Y Jnw F'■.. •�- .l'•■ti! i•!•■�+ -I :'+tll• ••►.R 1• •J •• •- •••lr 1i!R r•I■an�'-•Y.1■•11 aff [■' ! 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Regulatory Services Richard V.Scala,Director a� Building Division Tom Perry,Building Commissioner 200.Main Street,Hyannis,MA 02601 W ww.town.ba rnstable-ma-us Fax: 508-790-6230 office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using`A B iu_lder IIKa6rd ; ,as Owner of the subject property to act on my behalf,, hereby authorize "IA in all matters relative to work authorized by this building permit application for: ;N �o (Addre"ss"of Job) Pool fences and alarms are tie resorisfbility`rof the applicant::Pools are not to be filled or utilized before fence,-is. ed d all final inspections are performed and.acceptedb �CQ�1�VI C��tJ1�l Signature of Owner 11 k ^Signature of Applicant Brra Print Name Print Natne ...� , Date k M ;•z�vcw a e �v 'fw +iz,, y ?aa�' �e �y � fir, sue,��� �� .� � az � ''"� C■�i a "'.��"r,y `=ri s� � -'r� ��:���..,�S. ���'-r,��"�*a..� 4' +a � '� e•','F v e c '�"�q '�!f"a. j .. M -� �fNv'NAY •'�C�' Ae.,s x7 �� .K' �d ec-" ,� �`�� `4 t ��. n� 9 .� I��I� ...., i� 1p / I • i i REFRAME FOR N Y�I AYE NIN E G -Y41N DOY4S ' :2X8 HE;kDERI., 30"X30" RO 3011X30" RO XDOUBLE 2X4X88" 5TU 05 16 OG ............................... PROJECT RDDRE55: Duffy Construction BROWN, KAREN PO BOX 368 204 GO DOOM ING DR Cummaquid MA 02631 508-362-3g3q ...................................................................................................................................... �'M�„ We � rr?��$�' try re,WO I ra m,.`,vfi � .�.,+1� svi�.y, g�u'x �,sy... �� ��'�'S'�.Y� j� �.st3� �_'�lb,�', y� �'.�' �: �■I I■ ■i f i gg �„�a. 'it � ��'�pr'�z`��,a t. £ sNyq,'� �� M", as ON v., (■.��.� r^a�� .�1�i�a �a,�g?.`�+''''�' '�`mr�`E � lain I'll "4`"a,�f, L�I. ��� >� +`a,.' � P'kw��i'; Svgx"t`' ,m.�, y�y'3,k,��"i s a"� �� i,✓�. '{� a �'a � -'�' 'a.`u� 't"a-��� t�;•'w"� 4r�.y r-:� .. �`� ��•rst `w'6 'z.. 4 ��y�-ti I t�.x NL f� F x S�'a�r�� �. n�'�'�' �}'i, ��.aa 3 � ,r� - / Ir / — • / REFRAME FOR NEN AMINO NI NDONS 30"X5O # RO 30" 30" RV X 4 . t 4 2X4X88" STUDS 16 OC It [204 ROJECT�DDRE55: Duffy Construction ROlNN, KAREN PO BOX 368 MOON IN G DROTUIT MAA Cummaquid MA 02631 508-362-3g3q i r Dun Brian Duffy Phone:508-362-3939 Duffy Construction e-mail: Dutryconl0@aol.com Building&Design Home Improvement Reg.#127246 41 Stoney Point Contract Supervisors#071152 x 368 Construction m0.maqu d MA 02637 Scope of Work: • Interior Paint/Stain • Replace 7- Interior doors • Trim: baseboard and crown molding • Tile and paint bathroom • Replace kitchen countertop • Tile kitchen backsplash • Hardwood floor in living room • Sidewall back'of house section and 2 gable ends • Replace back of house facia and soffit, vented • Windows 1 Kitchen direct replace 29 X 41 Pella Proline, U factor 0.30 1 Bathroom direct replace 29 X 35 Pella Proline, Tempered, U factor 0.30 1 Basement direct replace 29.75 in. x 48.75 American Craftsman 70 Series U factor 0.29 1 Bedroom direct replace 29.5 X 53.5 Pella Proline, U factor 0.30 1 Bedroom Awning 29 X 29 Pella Proline, U factor 0.29 2 Bedroom Awning 29 X 29 Pella Proline, U factor 0.29 � a x' sr �.y ^4-� si�,� °y-'�r.. a���'�� x >� •, �' t��.'�� y'�'� �T-� ��,'`f` ����s'�'L� 1 er �..��..N._.''e.,ka� ��.4 � e:n -�0'`;n �'�•�`�.3r� '�'"`° ,_ v���s�� �.' o F �'�,r`� ;"�� c�'i � �s � sf�' � :, .__"_ll -' ba ��a r -- �, a7 _ � s s'�k v � ��°'`'�r�*a'�a� '�"'t��� ��(■ ■I MM 1` i• Iv 25 ifa I ,0,0P 1 � .�� � "','�'F� �' � �n4`'.r� �'n� �`''•`>„ 3 ��_. 5`- r� u� � "k��x,�� c,+'�.r � `may, r`�>�� 9n��1_ I L��I � i t -r � �F z�,y .a'k.<`F �s��7.r�+t,e� "' N n..s '� s .{ '' v�-ur,x "Ck "� '�Gn•a•3' z elfi ,r5.F <s, lli �I a�� v �,: ���] �i�xi�r"7r�?��.ara�,"';�'Rr 75�. �,����. n N'��'"� a� ;�Sr�,t,�,,�' `C�t� ��i{"�.��&1�y„' � m1, • ! f'far•a r s I ^� �' S � ei s '!a� ^�'�i•" �sN�����` �`�+.-,��' r�'.«"'�rj� ��'f.�'1 '�`.�F�q� {49�,t� .i._ �Y"}Cyy Q1y _. yY{'p-: p•nru�r `Ln'-,�`` ., a'0�I} c F 'v ,,fi^ x ,�a"di 7� _5,�"� �+,��, ''' ,.�...s„ONE 7 L__ RBFRAMB FOR NEN A4NNING NINDONS { 30"X30" RO 30"X30" RD . X DOUBLE f2 2X4Xbb"{5TU 05 1 b OC' 4 S� F ..........»....................................................................._................................. PROJECT RDDRE55: Duffy Construction BROWN, KAREN 20 PO Box 3b8 4 MOORING DR GOTUIT MA Cunln1aquid.MA 02b3, 508-3b2-3g3q .... ....:........................................ Massachusetts-Department of Public Safetll ' Board of gu i.jdinMRegulstions and Standards C"steuctitr.super-.U- r Licen$e:C"71152 " ct-T r� v BRIAN P DUFFY PO BUX 368 y CQMMAQUID MA y � . S• one`' 04110120117. Expiration commissioner` a /e 1pam.»�a,ecue�c/t1 n�✓lla x�e%u elz License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: . HOME IMPROVEMENT CONTRACTOR Registration: .`1772gg Type: Office of Consumer Affairs and Business Regulation Expiration: 11=2017 . DBA' 10..Park,Ptaza-Suite 5170 Boston,MA 02116 BRIAN DUFFY BRIAN DUFFY 41 STONEY POINT RD Not valid withou a re �,- CUMMAQUID,MA 02637 Undersecretary I i . „ Town of Barnstable *Permit# opt' Expires 6 mouths from issue date �T Regulatory Services .Fee `5<< — BAPJW BM t `�' Richard V.Scali,Director A "t► Building Division ' Tom Perry,CBO,Building Commissioner JAN 2 3 2017 200 Main Street,Hyannis,MA 02601 �^ g F www.town.bamstable.ma.us t OWN � WNIS bLE Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY D I r f Not Valid without Red X-Press Imprint Map/parcel Number^^ l� n 1n Property Address d�� y�EM OQ rt 0� � c4AU Residential Value of Work$ �' 1 000 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address 1<,4A-'r elA "RV-6 Lo V), a.©4 oo(v%�Isc MA �3 ' b 3���43q Contractor's Name V"t a� � U �1.� Telephone Number Home Improvement Contractor License#(if applicable) L 2,-—J— Email: U rh c 0 Y1 r) Ckol Construction Supervisor's License#(if applicable) V �, ❑Workman's Compensation Insurance Check one: I am a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) g Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: perry Own ust sign Property Owner Letter of Permission. copy of ome I Pro ment C tractors License&Construction Supervisors License is requir SIGNATURE: C:\Users\Decollik\AppData\Local\MicrosoftlWindows\Temporary Internet FilesTontentOudookl21`I0IDMEXPRESS.doc Revised04 m - The Coninlofnvealth of Massachusetts -- Department of Industrial Accidents IMN Office ofInuesdgadons 600 Washington Sheet Boston,MA 02111 amr,.niass.gov/din. Workers'Compensation Insurances Affidavit:Builders/Contracton Electricians/Plumbers Applicant Information Please Print Lesbly Name(BusinesslOr*zetiowbdividual): r 1 CA-1/1 �� Ld Address: City/state/Zip: 0 v v ga �} 0 37 Phone# S-O g 2 39 3 Are you an employer?Check t9 appropriate boa: T of project hire 4_ I am a general contractor and I Type. P ] (re9 �= 1.❑ I am a employer with ❑ 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.9 I am a sole proprietor or partner- listed on the attached sheet 1_ ❑Remodeling ship and have no employees These sob-contractors have 8- Demolition working for me in any capacity- employees and have worms' 9. ❑Building addition [No workers'comp.insurance comp.insurance.I required] 5. ❑ We are a corporation and its W-❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11-❑Plumbing repairs or additions myself o workers' right of exemption per MGL insurance ]1 c. 152,§I(44),and we have no 12. Roof repairs employees-[No workers' 13_[bther { 1x14,1 comp.insurance required.] ;Any applicant that checks box#1 mast also fill out the section below showing&&workers'compensation policy information- Humemners who submit this afbdavit im6cating they are doing all wal and then hire outside contractors mast submit a new affidavit buhcatmg such zContractors that check this bmt must attached an additional sheet showing the name of ibe sub-contractors and state whether or not those entities have emphryees. If the sob-contractors have employees,they must provide their markers'comp.policy number_ I am an employer that is pro Ift workers'coarlrenseen insurance for mry engdoyeex Below is the policy and job site inforrmalion, Insurance Company Name: Policy#or Self-ins-Uc.#: 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 peealties in the form of a STOP WORK ORDER and a Sae of up to$250-00 a day against the violator- Be a that a copy of this statement may be forwarded to the Office of Investigations of for ce coy veriStation. I do hereby ce ' ruder re ns n naNes of peoWry that the infonnation protided abet a is true and correct Si true: Date: Phone#: O 00 Offiddl use only. Do not write in this area,to be completed by city or tonm of'iciaC City or Town: Permit tense# Issuing Authority(circle one): I 1.Board of Health 2.Building Department 3.Chyfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I Town of Barnstable '�. Regulatory Services gNtPt�['Ar1LL. Richard V.Scali,Director 1639- Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 Property Owner Must Complete and Sign This Section If Usin¢ A Builder I grv�U C° e2 ,as Owner of the subject property to act on my behalf, hereby authorize . in all matters relative to work authorized by this building permit application for: (Address of Job) * Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is ' Ued apd all final inspections are performed and accepted. Signature of Owner �— Signature of Applicant q�-e» �roliJ71 �Yey1 Os-otL'yl Print Name Print Name Date f ? Massachusetts-De0artment of Public safety. i Boad of Bul�in egulations and Standards CPi91Ci; I-ibn Supe—.-6ar ` L"niie:CS-071152 •.t tj 'V'JT% v� BRhAIN P�DUFIrY .PO BOX-368 loll, c"fl"QUID MA < Fire r'. rbs ��,snJ Expiration Commissioner- Vhe Tpa��vrrta�ttirea�a�C/�aasccc�uiae%ta S •"� Office of Consumer Affairs&Business Regulation { License or registration valid for individulHuse only HOME IMPROVEMENT CONTRACTOR, before the expiration date. If found return to: Registration1.77289 Type: i Office of Consumer Affairs and Business Regulation Expiration_�1122/2017 DBA ! 1pO park,Plaza-Suite 5170 Boston,MA 02116 BRIAN DUFFY _ -BRIAN DUFFY 41 STONEY POINT Rq CUMMAQUID,MA 02fi37't Undersecretary Not vali wlthou a re 0a� - � BEECHTREE ENERGY Residential Energy Code Compliance Test Tested By: Conor D. McInerney - BPI'Cert#72455 ®Cr24 20 16 Date: 8/5/2016 TOWN OF Site Information Site Address: 204 Mooring QwAe, C-eiffe, Ma Contact: Bourque Heating & Cooling Email: joann@bourqueheatingandcooling.com Phone: 508-790-2887 Test Type. Code Compliance Duct Test , Test Results: Passed Duct Test Total Leakage CFMA7CFM Permit Image ".)'NN 7C EAFNS7.ABlE B u i lfd�i n g 01508739 oAR}IgrAl/E Permit MA8 ly¢� Pav-rnll Numhor. T3 :QiedMIS 204 MOORI"n 024114 n.,•, C'OTUIT 1. I I,r,•.,I f II'110, 111:Pllri,ll I III M1I I I It 1,1)DO NUT TA1 - ... MUNC*Y,►6T9M N 1Y RSSNIK 110p PI YMOUTN.1AA 1 aR"< vAnW•hAMt,A1:�W n 'I,N tWIl1/bu,11111t.WARY AIP`r . , , p;�,plr n•rt.;NI',)I npl hl'UK�I.1.1�.,m�IKU[r� i 1r�111 ,�� r II I,AI 1111 illl{f IAt 14rVIrtKk![M{t flk.l Itr.l.l:`:1`• Duct Tightness Test CONF�G OE VICE UNITS Ta rge� CLEAR T\ME A V G BASE `> TART ENTER L.1 N E G H T H O L D OFF Town of Barnstable Building aPost This Card So That rt�s°V�sible Fromihe StreetA roved Plans Must°'beRetamed on Job:and�thisCardMwst be`Ke t ' ■AEENt3'['A6L6: ,: ;'` r �.':, '�`-. ,�'s-' ` � Y. Epp a� .: ,::fix ,_., t = p _'a PostedUntil Finalelnspeetiorr Has Been Made � z� ` r ...163v .:.rtw ..: .K. ,, '.;a,° ,:. ..:.;.C '..s ..Y€` �3":`°. 3'. _:.'c. *. :.s .,.....�.., .<v m. ..3r �; w.. ¢. s.�.. •-sk ' '3 ,:r m " Where aCert�ficate of Occupancykis!Required;;°suchB.ulld�ng shall,Not be Occupied„unt�l a Final Inspection tiasbeen made Peiyaijllt Permit No. B-16-1153 Applicant Name: Fabio Zocante Map/Lot: 024-114 Date Issued: 06/10/2016 Current Use: Zoning District: RF Permit Type: Sheet Metal Expiration Date: 12/10/2016 Contractor Name: Fabio G Zocante Location: 204MOORING DRIVE,COTUIT _-..Est Project Cost: $4,000.00 Contractor License: 8586 Owner on Record: KAREN BROWN a y 11 Permit Fee a $85.00 Address: 204 MOORING DRIVE i �1< FeerPaid $85.00 COTUIT, MA 02635. �• �° , .,A a� : x� `Date:: " � � �- � � 6/10/2016 Description: SHEET METAL DISTRIBUTION TO SERVICE SECOND FLOOR � lY r rEy f � Y Project Review Req : 777 � ,- Building Official This permit shall be deemed abandoned and invalid unless the work authorzed bythis permit is commenced vaittun sa'rnonths after issuance. All work authorized by this permit shall conform to the approved application and i -6`64ppro�ed const u n6A'86 u e fo which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in cornpliance•with the;.local zonrngby-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspect•ion for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signaastures'by the�Building and Fire Officials are provided�o—this permit. Minimum of Five Call Inspections Required for All Construction Work ` 1.Foundation or Footing < 2.Sheathing Inspection ' 3.All Fireplaces must be inspected at the throat level before firest flue lining,is mstalletl 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection h S c "t >, 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation - 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. ` Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT All Cape Insulation & SupplyInc Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report e Contractor:Duffy Construction Property Address: 204 Mooring Dr. Cotuit Ma Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 9" 690 R30 Ceiling Fiberglass Batts Owens Corning 6.5" 690 R19 Ceiling Fiberglass Batts Owens Corning 5.5" 500 R21 Exterior Walls Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fire Safe Roxul Insulation Fiberglass Blown Certain Teed e Fiberglass Blown Certain Teed Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: Date: �"/Z 11,�6 Home Improvement Contractor Registration #162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 r ' r , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y , Map �� I Parcel I Ll �i! Application# Health Division �� ,� � Date Issued ou Conservation Division �� �® Application Fee 0 ' D Planning Dept. 0 I ��� &ermit Fee - Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �,rt Project Street Address �OLf 0110 r1',n,3 r Village Owner 8r,U_ Address V,/"l-) k- Telephone 6-0 V `7 Permit Request YI!V FlDei 1/\ 6 tAn�L—/1 U Square feet: 1 st floor: existing 1YY0 propose 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type �,�e i42 T7�c n e- Lot Size o Grandfathered: ❑Yes A$No If yes, attach supporting documentation. Dwelling Type: Single Family -�3-' Two Family ❑ Multi-Family(# units) Age of Existing Structure �35_ Historic House: ❑Yes 4Mo On Old King's Highway: ❑Yes -ono Basement Type: �4'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 49 1000 Number of Baths: Full: existing_ new /'�O � Half: existing d new Q Number of Bedrooms: existing new Total Room Count (not including baths): existing to new � First Floor Room Count Heat Type and Fuel: UtGas ❑ Oil ❑ Electric ❑ Other Central Air: 5 'Yes ❑ No Fireplaces: Existing D New Existing wood/coal stove: ❑Yes-j�(No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage:_- (existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 136ak) b UA& � A-° elephone Number �`oF� 3 6a a 3.135 Address � ,�_ License # L 5-6 7Y 59 c�rmto9GGAC1/6�,fin rn tag z _ Home Improvement Contractor# J 7 Email bl);I,/ ,o a 0 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 'r -i j FOR OFFICIAL USE ONLY P A APPLICATION # DATE ISSUED t MAP/PARCEL NO. r ADDRESS VILLAGE i OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t , t DATE CLOSED OUT ASSOCIATION PLAN NO. s f i the Comrxomvealth ojflmassacltusetts Department o,f 1Tndmoial Acdderas df ke o,f Irr tigadons 600-Washueglon Street-- _ Bostan ? 4 02111 swinn massgovlditi Workers' Camapensation Insurance Affidavit:Builders/CnntractursMectricianslPlumbers T Name�„� rga-��n�ai�i�,a1) �1r(G�-�1 t.� 2L4 Address: -161-L T® bo)( z b y cit Ista& as(OV Phone08' 1o;� 3q 3 Cj Are you an employer?Check the appropriate box: T of ' I� project]ect(required): I.❑ I am a employer with 4. ❑.I am a general contractor and I 6. ❑New construction ,pVloyees(full andf or part-hmime)-* have hired the sub-contractors 2.04 1 am a sale proprietor or partner- listed on the attached sleet 7- ❑Remodeling ship and have no employees. These -contractors have 8. ❑Demolition wow for me in any capacity. employees and have workers' 9. Building addition. [No.God rs' comp-insurance cop-insurance l. required-] 5. ❑ We are a corporation and its 10❑Electrical repairs or additions 3.❑ I am a home i&mer doing all work officers have exercised their 1L❑Plumbingrepairs or additions myself[No workers'comp- right.of exemption per MGL 12.❑Roof`repairs insurance requited_]Y c.152,§1K andwe have no employees.[Na workers' 13.❑Other comp-insurance required-] ;Any appEcau26Lat checks hog#1 mast also fill outthe sectionbelowshowing their wakeW compeusatiou policy infom,auorL Homeowners who submit this affidavit m. diet g they axe doing all want and then hire outsidde cantxsctars mast submit a new affidsm indicating sacii fCantractors;that check this boar must attached an,additional skeet showing the name of the sub-cantrwAors and state whether at not those eatitinhave employees.Ifthesub-cant actatshave emplgyees,theYmastprovide their workers'comp.peliy nurmber- I am an eutplgw dint is prnrid rtg markers'compensation insurance for nzy enrpk yem Below is dte policy and job site infornzatiofL Insurance Company Name: Policy:9 or Self-ins.Lic.;k Expiration Date: Job Site Address: CitylStawztp: Attach a copy of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A o€MGL c.152 can lead to the imrposifion of criminal penalties of a fine up to$1,50D.OD andrar one-year as well as civil penalties.in the form of a STOP WORK ORDERand a fine of up to$250-00 a day against the vzohttor. Be advised that a copy of this statement may be forwarded to the Office of Investigati=of the DIA€ uran verage verfication- I do lierceby c e s s ofFeduuly that the injbrmativirprmidtrd abiwe is true and correct I /,,'z /1,5 Si a Date-Phone o: J official ass only. Do not write in this area,to be.completed by cafe or trrccri,,tidal - City or Tern: PermitUcense 4 Issuing Authority(circle one): 1.Board of wealth 2.Ruilding Department 3.CitylTown,Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person:--.- Phone#: hiformation .and Instructions accac�sdfs Geam-al Laws chapter 152 regoirm all employers to provide Workers'coompensation for their employees. parm=tto this statute,an.employee is defined as."_.every Person in the service of another under any contract of hire, exl]reSS Or Implied,Oral Or WHtt M-- An employm-is defined as"an individual,pmtoersbip,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enb prise,and including the legal represenhatives of a deceased employer,or the receiver or trustee,of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelIing house of another who employs persons to do maintenance,constzuction or repair work on such dwelling house or on the grounds or building appmtenaut thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall witFLhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MOIL chapter 152, §25C(7)states"Neither the corn =wcalffi nor any of its political subdivisions shall enter into any contract for the perfomance ofpublic Work until acceptable evidence of compliance with the insurance._ regzrirements of this chapter have been presented to the contracting authozityf - Applicants , Please fill oil the worms'compensation affidavit completely,by checlong the boxes mat apply to your situation and,if necessary,supply sub-contractor(s)name(s), addresses)and phone number(s) along With their certificates) of hisi a ce. Limited Liability Companies(LLC)or Limited Liabif fy-Partaerships(LLP)with no employees other than the members or partners,are not regtm ed to carry workers' compensation insurance- If an LLC or LLP does have employees,a policy is rmp±-u-d. Be advised that this affidayitmaybe submitted to the DepwIment of Industrial Accidents for conffimation of msorance coverage. Also be sure to sign and date the affidavit The affidavit should be reta ned to the city or town that the application for the permit or license is being requested,not the Department:of n , a A ccid=ts. Should you have any questions regarding the law or if you are rued to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-filsurance license number on the appropriate line. City or Town Offrcials t _ Please be sm-e that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to filll out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the penit/licewn number which will be used as a reference number. In addition,an applicant that must submit multiple pmnit/licease applications m any given year,need only submit one affidavit mdira ug current p olicv ffifb=ation.(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)_"A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for f fm,permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i_e. a dog license or pmmit to burn leaves etc.)said person is NOT required to complete this affidavit The Office o f Investigate ons would]rice to thznk you in advance for your cooperation and should you have any questions, please do not hesitate to give us a caM The Department's address,telephone and fax mmaber. The CGmMmWealth of Massaoh�usetks , IIegaiIment Gf lniidUs9dd Aooideni ce of jive&t�gatio. 6GO WashiVoou Stet Boston,MA Fly I l l Tf,-1.4 617-727-49QG cit 4-06 or IM-MASWE Fax#617-727-7749 Revised 4-24--07 m - v� A WC Guide to Wood Consir-u dory in HJV4 131"tzd Areal:II D mph ff rad Zane Massachuse s CheckELqt for Compa*nce(790 chTR>3ot P1 Ch=k . CDMP lip 1.1 SCOPE- _ - - - . 11D aph Wind Exposure Category_ - - .:._..._.._.� -__._____--___-.. _B Wind Exposure Category.............._Engineering Required For Entire Project-------------------------______ _C 12 APPLICABILITY -Number of Stones(a roof which e=eeds&ln.12 sippe,90 be coast wud a stru yjsinrre� Roof Pitch 2) ____._ 512:12 Mean Roof Height _ _- ._.- - ---_.�__.._._(Fig 2)___.-_- Building Width.W-_. -----__.. Buticrh LengBi,L _.__ _.-_� -- (Fg 3)— Building Aspect Ratio(LA V) . _-- ------(Fg 4)-- - - ---� �3:1 Nominal Height of Tallest Dpe6mg7---__-•-- —(Fg 4)-.- -- --- -( - 6'B' 1z- 1-3 FRAMING CONNECTIONS Gene-al compliance with framing connections (Table 2)_�- 2.1- FOUNDATION .. Foundation Walls meeting requirements of 7BD CMR 5449.1 r ConcretL_....................._._........_...__..._........___._.....----•--•---------•-.._. ...----•--•- ...._..._....._._. Gone Masonry._.._ _---------- -__._- --- --- �_✓� 22 ANCHORAGE TO FOUNDATIONt� 518`Anchor Boitsarnbedded or 513'Proprietary Meehania Anchors as an alferhafive in concre�te only Bolt Spicing-general-.---.-....•----------- .(Table 4) ------- � in. Bolt Spacing from endr)oint of plate (Fig 5) - __ f in._<6`-12". Bolt Embedment-concr'ete__._.__ _-(Fig 5)---- in.>r At/ Bolt Embedment-masonry.-_-_--.--r-__. ---(Fi9 -:_F--._..--- --- in_-:1' - ►4 Plate Washer-*. - (Fig 5)-- -�>_Y x Y x V,' IV 3.1 FLOORS Fiooriraming member spans checked _ .-.-._._.(per 7B0 CMR Chapter Maximum Floor Opening Dimension_—_ __ _.__—(F�6)------��_-._ - _.-._._fr_12' v Full Height Wall Studs at Floor Openings less Chart Z from Exterim Wall(Fg 6)..:...........__.-_ � Mkxirnum Floor Joist Setbacks Supporting Loadbearing Wallis or Sheatwal1---__(Fig 7)._--.--_-__-_- _ __. T ft <d -� Maximum Carifilevered Floor Joists , Supporting Loadbearing Walls or Shearwall_.--:-- ► 8 s Floor Sheathing Type .___-_--_-___-_-_--_._--__ -(peg 7Bg CMR Cfiapfer 55)- - Floor Sheathing Thidmes$ _(per 7B0 CMR Chapter-ES)------ In. Floor Sheathing FasFerimg_.------------_._ _ -�._[fable 2)_ d Waits at in edge!_in field V- 4.1 WALLS Wall Height j It Laadbearing walls.-__. ____._�_-.. --(Fig 1V and Table 5)_.._. -_- ft <1 D (� HDi i-Loadbe ring walls_ ____ (Fig 10 and Table 5).--___.._ _ t cat'S 211 _V Wall Stud Sparing� `__-_.._� d Table 5)_-r.��.-._jf�t_�b,�a.� •- � - Wall 5tDq 42 LXTEPJORWALLS Wood Studs 1i711 . I/ if�"tin. Ncirg-Dadbearing walls._.___-_.-_ ..--__-_ Gable End Wall Bracing t - Full Height Endwall 8tids WSP-Atfc Floor Length _ (Fig 11)____- _.___ ___ ft�-VO Gypsum C R!Mng Length[tf WSP not used)-_�-_-- and 2 x4 Cbritinuous Iatesal Braca P 5 ft o.c-(Fig 11)...._................__._ or 1 x 3 cz xTtng ftm=mg strips @ I T sparing•a*L writ 2 x 4 blocking @ 4 ft_spacing in end joist or truss bays (/ Double TDp Rafe t Splice Length - --- -- (Fig 13and Table 6)..- __- -_.�$ l/ Splice Connection(no,of 16d common nails) (Table ATYCGuide to Wood Coasfrudion irz lIigh ff'"IndAreas. IIO rrmph 1i'7rrrd ZofLe ' Massachusetts Checklist for Compliance(rso CKRD012.1.1)' Loadbearing Wall Connections - Lateral(no.of 16d common nails)-, _ . (Tables 7)- Non-Lnadbawing Wall Connections - Kral(no_of 16d common nails)._—. .—.—(Table 8) Load Beating Wall Openings(record largest opening but check all openings fo compfia l ce to Table 9 Spans ...____ _.... __�_._._.__.(Table 9) __:__. fit� k511 C/ Header 5 —� Sig Plate Spans ------__—_ —_—(Table 9)__ .—___._- ft in._<11• a Full Height Studs (no_ of studs) _._(Table 9)_.—...—__^___-_.—. ___— ✓' Non4 oad Bearing Wall Openings(record largest opening but check an openings for compriani8 to Table 9) ..._-- Header'Spans_______.�._________ (Table Si)---__ ___._= it-0'® in_s 12` l/ Sin Plate Spans.__._ -- ' -+~_. (Table 9)._ _— ft�in_s 12 t/ Full Height Studs(no.of studs)__ ____— _(Table 9)—. Fderior Wall Sheathing to Resist Uprdt and ShaK Sirntilfaneoitsly4 Minimum Building Dimension.W Nominal Height of Ta lest Opening _________________ _.-__ ---•---___ ---_..._- `6'B` V Sheathing Type_ (note 4)__..—_�._�___._________:-- % Cb X Edge Nail Spacing -.— _..(Table 10 or note 4 if less)___...__—___. L0• in_ Field Nail Spacing—_-----�. �___ _ —._.(Table 10)_,._—�_ �____—.)2 in. —� Shear Connection (no.of 16d common nails)(Table 10)- Percent Full-Height Sheathing..-----.__.(Table 10)__ 5°16 Additional Sheathing for Wall with Dpening>VW(Design Concepts) Maximum Building Dimension,L Nominal Height of Tallest OpeNng2_._.____---------------------------------------------------- _v ` . Sheathing Type._ _— ___(note 4)--_ ____--__--- _-- r✓ Edge Nail Spacing_.--- -_- —_(Table 11 or note 4 if less) ~---- in v Field Nail Spacing__.-- ._____ _(Table 11) in. v Shear Connection(no. of 16d common nails)(Table 1 ✓ Percent Full-Height Sheathing, .____._(Table 11)__ 5%Additional Sheathing for Wall wrlh'Opening>6W(Design Concepts)_..__-- - Wall Cladding Rated for Wind Speed? 5-1 fZOOFS Roof flaming membem spans (For Rafters use AWC Span Tool,see BBRS Website) � Roof Overhang _ _-__(Figure 19)___:-__--�ft s smaller of 2`or L13 Truss or Rafter Connections at L.oadbearing Walls - Proprietary Connectors Uplift._____.__._ ^_.__ (Table 12)___ U= plf ✓ lateral I:7 Lopff Shear—_—.__.__ _.___......... __ (Table 12}._—._ ___ _.—___S-- 7,2ptf_ ✓ Ridge Strap Connections,if collar ties not used per page 21._. (Table 13)___C`Q ILe Y.._—_.T= ptf Gable Rake OutlDoker__-------------—___.—_. ___. _.(Fgure 20)._._..._- ft s smaller oft'or V2 ' Truss or Rafter Connectons at Non-lnadbearing Walls Proprietary Connectors Uplift 14) U=�. 1� Lateral(no.of 16d common nails)__(Table 14)......................................L==!b. I/ Roof Sheathing Type (per7BD CMR Chapters 53 and 59)............. Roof'Sheaihing Thidmess____..__. _ _—_-----_______ __— in 7h6`W5P ✓ Roof Sheathing Fastening..____ _____..___ (fable 2) Notes - 7. , This checklist shag be met in its entirety,excluding the specific exception noted in Z to comply with the nequirernents of TBD CMR-530121.1 item 1. If the checklist is met in tls entirety then the fonowing metal straps and hold downs arm not required per the WFCM 110 mph Guide: a Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c- Upliff Straps per Figure 14 d_ U Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1Ba and Figure 18b 2 'Exception:Opening heights of up to 8 ft shag be permitted when 5%is added to the percent fu"eight sheathing - requiren enfs shown in Tables 10 and 11- 3- The bottom sty plate in ederior walls shaA be a minnwm 2 in_nominal Nakness pressure treated P-grade. SWEETSER ENGINEERING 203 SETUCKET ROAD-P.O. BOX 713—SOUTH DENNIS—MASSACHUSETTS 02660 TEL(508)385-6900 E-MAIL sweetsereng@aol.com FAX(508)385-6991 LAND SURVEYING—ENGINEERING—TITLE 5 SEPTIC SYSTEMS February 4, 2016 Brian Duffy Duffy Construction P.O. Box 368 Cummaquid, MA 02637 Proj: 7509-00 Re: 204 Mooring Drive, Cotuit Dear Brian, At your request we have calculated the percentage of the building that will be "3 stories". The structure will actually be 2 stories above the foundation, however because the basement is a walkout, the structure will appear to—be 3 stories. There is 74.69' of building that may appear to be "3 stories". The remaining perimeter around the foundation will appear to be either 1 or 2 stories. The distance is 142.43'. 1 or 2 story 142.43' 65.6% "3 story" 74.69' 34.4% Total Perimeter 217.12' This number is well below the 50%threshold the Building Inspector stipulated. If you have any questions, please call. - Very tr ly yj� co Robin W. Wilcox ..........ya t`o• 3i341 ' Professional Land Surveyor yNAL LAND a s OF I have reviewed the proposed structural ,ROBERT W.icy framing&find it meets or exceeds the G DENNIS JR. v' requirements of the International- R+ BASEMENT GIRDER F:esidential Code for 1 &2 Family STRUCTURAL Dwellings+ Mass. Amendments ,off 9No. 138340 ss�ONAL �G`� r-- -- --- I -�— - - ---1------- - ,��1. Z r— =----�— ——— ----------------- — I , I 9, 20 EXISTING BASEMENT 12"0G CARRINCy EW2x6 ' � O 12 I PARTIION I ; I LOLLY COLUMN - LOLLY COLUMN' -- -- — -- -� 4 3-2 X10 KD GIRDER 12'2" II 1 .- 1 I ' I EXI5TIN6 2 x 4 WALL 16 OG NEW 5'8" 5PAN I '• I I `� 1 PARTITION RUNNING 12. I I I I I I UNDERNEATH TRIPPLE GIRDER -- I '----- --------- — - ----- - -- ---- --- --------y —r—_-- -- - - :� I�ix�J v v vcs,cnsmm.runcaam+::araaz.rrr. .T C ECT ADDRE55: CZ :01 IN 6-- ),6 910ri t Duffy Construction N, KAREN = PO Box 368 [2074, OORING DR31OV'1 N°dVa Jil i'jH,,0�.IT MA Cummaquid MA 02631 508-362-3g3q Page 9 FLOOR FRAME DETAIL s: —� NEW 2 X 6 KD NAILED 12 COMMON 1600 EXISTING 2 X b KD ENTER EARRING YIALL, , {j ► �, YZ 16 O.C. ` # E- 12- '„ . W 1W t 136 12' Z X 6 FIRE BLOCKING_ f j 11'7W N ® NEW 2 xb KD NAILED 12 COMMON 16 G _ w m m m EX15TING 2 X b__KD �,. _ _ m m cc rZ rr + cv ' � I � 00 b � EXI5TIN62X4 ( N � �' � -w 3 � � OUTSIDE YVALL 3 i a � 4 = $?°m ° � v NEYV2XbKD 3n-"i0 a = . x ul 3 v, f, �C , GRO55 BLOCKING N N ,nC4 � OUT5IDE YVALL c Q NEW 2Xb KO NAILED 12 COMMON 16 OG EXI5TIN X b KD , 0`�'a. CUMyjO� F t cZ� OTE:(2 X 6)X(2 X6)WILL BE ' w z rOO�•. o" r � w C�n 9INED TOGETHER USING 12 ALL EXISTING JOIST AND NE JOTS 2 9� ` 'W a3. •OMMON 16"O.G. ARE LAPPED AND NAILED OVER CENTER x WALL � n ........................................................................................................ ............................ PROJECT ADDRESS: : Duffy Construction BROWN, KAREN ODE5IGN AMENDMENT PO BOX 368 204 MOORING DR ELIMINATION OF 1-3/4 X TUIT MA 5-1/2 LYL'S FLOOR JOIST- CIO GUmmaquid MA 02637 508-362-3g39 y° r O0 � 2x6 OUTSIDE RIM JOIS O c 3 rn 2X4 OUT5IDE NAcLL BLOCKING 70 3 z..- OtnU i ! ui X � ) X (2 b, 1�b 'OG ! rn FL LIP OR=J0 15 SEE OTE a � o ' � O V• { ' i i I { ? U' � { ' a Fz ® } f { 1 rn �� i 1 � X I' X ' 1 { mMZ (, N E 15T, 2 � 4� G.F- R? IV A zi : I GARRI NU Y�tALL"_ _ _ _. f_ _ . w_ _ �a. 1 T" .. i j t I N SSf ! t 3 m f lj► N? ", ! ! i i 1 7 O @@@ ` i �1 O .-. ...... .................................................... ► �, k (j2 X► 6��0 I ! i X . X�. N � N CN I 4 CN 1=11Nj O FLOOR JO 5T 5 Nl T I � ; j w �. � N Q � a 10 _ 2X4 O.UT51 D E NALL o X �' �• i S£T 'aN c s;uawpuawy •ssew +sBUIIIOMQ' —� p W ivanlmals Ajlwezl Z'8 l joj apoo lei;uapisaa 03 co N '21f SINN30 03. jeuoi;ewalul ayt 10 sluawa�inba� y� M La380& N ay;speaoxa jo staaw 31 pug leBuiwel C7 1 bSS+ O'N, :d'�i jejn;oru;s pasodoid ay;pannaina� aney`.1' m Z 70 ................................................................., (� 3 Town of Barnstable Regulatory Services Building Division Thomas P.grrX M Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 509-962-4038 Fax: 509-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I K O V-Q,-f AYO Wy� ,as Owner of the subject property hereby authorize coy sfmc--- -I to act on my behalf, in 0 matters relative to work authorized by this building permit application for. a-4�j f71 aar t ny t se ��-A4 Off" (Address of Job) . O Signature of Owner Date � Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. t QAWPFII.EW0RMS\bWIding pamft%=\EXPRESS.doc Revised o4mis — Cljie ipamvn2rn� //i� 6> aaaac6ivae License or registration valid for individnl use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration c177289 Tye' 10 Park Plaza-Suite 5170 Expiration = -017 DBA -= Boston,MA 02116 BRIAN DUFFY t1 • BRIAN DUFFY 41 STONEY POINT RD s "ice t++' CUMMAQUID,MA 02637E Undersecretary Not valid withou a re eF Massachusetts-Departrnerrt of Public Safety Board of Build GrAeguietions.and Standards. CnrsEructihn Sanen-tier License: CS-071152 T7:C �� t BRIAN P DUFFY. `� A PO BOX 368 < IMF CUMMAQUID hfA y�. �D Expiration Commissioner 04/10/2017 ' r ' BofseCascade Single 1-3/4" X 5-1/2" VERSA=LAM® 2.0 3100 SP Joist\J01 Dry 12 spans � No;cantilevers 1 0/12 slope January 5, 2016 09:32:37 BC CALCO Design Report 16 OCS I Repetitive I Glued & nailed Construction Build 4420 'File Name: BC CALC Project Job Name: Brown Residence Description: Floor Joist Address: 204 Mooring Drive Specifier: City, State, Zip: Cotuit , MA Designer: BC Customer: Duffy Construction Company: Shepleys Code reports: ESR-1040 Misc: . r ' '�w 1` ` BO 12-00-00 12-00-00 B1 B2 Total Horizontal Product Length=24-00-00 Rea'ctlon Summary(Down/Uplift) (Ibs) Bearing- Live bead Snow Wind Roof Live BO, 2-1/2" 284/40 61 /0 B1, 3-1/2" 790/0 198/0 B2, 2-1/2" 284/40 61 /0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description . Load Type. . Ref.' Start End 100% 90% 115"/° 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 24-00-00 40 10 16 Controls Summ`ar.. . . Value %Allowable Duration Case... Location DISCIOSUre Pos. Moment 846 ft-Ibs 32.7% 100% 2 05-02-05 Completeness and accuracy of input must Neg. Moment -1,171 ft-Ibs 45.3% 1000/0 1 , 12-00-00• be verified by anyone who would rely on Neg. Moment -1,171 ft-Ibs 45.3% 100% 1 12-00-00 : output as evidence of suitability:for End Shear 301 Ibs 16.5% 1006/6 2- 00-08=00 particular application.Output here based on building code-accepted design Cont: Shear 454 Ibs 24.8%, 100% 1 11.04=12 properties and analysis methods. Total Load DO. 1/523 (0.272") 45.9% n/a 2 05-08-06 Installation of Boise Cascade engineered Live Load Defl. U599 (0.23T) 80.1% n/a - 5 05-08-06 wood products must be in accordance with Total Neg. Defl. U999 (-0.077") n/a n/a 2 15-11-08 current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.272" 27.2% n/a 2 05.08-06 or ask questions,please call Span/Depth 25.9 n/a n/a 0 00-00-00 (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMERO,AJSTM, Bearing Supports Dirri.(L x w) value Support Member Material ALLJOISTO,BC RIM BOARDTM,BCIO, BOISE GLULAMTM SIMPLE FRAMING BO Wall/Plate 2-1/2"x 1-3/4" 346 Ibs n/a 10.5% Unspecified SYSTEM®,VERSA-LAMO,VERSA-RIM B1 Wall/Plate 3-1/2"x 1-3/4" 988 Ibs n/a 21:5% Unspecified PLUS@,VERSA=RIMO, B2 Wall/Plate 2-1/2"x 1-3/4'. 346 Ibs n/a 10.5% Unspecified VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Cascade Wood Notes , . Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. 9.., Deflections less than 1/8"were ignored in the results. Page 1 of 1 BA5EMENT GIRDER Ir------ - -- --------------------- - ( I 9' 20' I << I EXISTING BASEMENT ( I 5.9.E 5.51. 12'9" 6' T10" i I r - - - - 4-2x10 KD GIRDER L---- --- - ----- ----- -- L- -- -- --- - -_.--_ -- - ZD cfl 2 Y� j ay (7 I PROJECT APPRE55: "� � ; Duffy Construction I BROWN, KAREN PO BOX 368 204-MOORING OR WTUIT MA. Gummaquid MA 02631 508-362-34139 i SWEETSER ENGINEERING 203 SETUCKET ROAD-P.O.BOX 713—SOUTH DENNIS—MASSACHUSETTS 02660 TEL(508)385-6900 E-MAIL sweetsereng@aol.com FAX(508)385-6991 LAND SURVEYING—ENGINEERING—TITLE 5 SEPTIC SYSTEMS February 4, 2016 Brian Duffy Duffy Construction P.O. Box 368 Cummaquid, MA 02637 Proj: 7509-00 Re: 204 Mooring Drive, Cotuit Dear Brian, At your request we have calculated the percentage of the building that will be"3 stories The structure will actually be 2 stories above the foundation, however because the basement is a walkout, the structure will appear to be 3 stories. There is 74.69' of building that may appear to be"3 stories". The remaining perimeter around the foundation will appear to be either 1 or 2 stories. The distance is 142.43. 1 or 2 story 142AT 65.6% "3 story" 74.69' 34.4% Total Perimeter. 217.12' This number is well below the 50%threshold the Building Inspector stipulated. If you have any questions, please call. A..w Very t I .c�OF ' YY � Robin W. Wilcox P°o 31341 ' Professional Land SurveyorFc,�T���°mow'° m y-: L LAND } t 1 , i � tlpAY r:. ' t�y:t= �: ��� 's�v�.. ,�� wl.�,:` �,�t. +�._:'� 9� w.,' � � ' - +`' 4f''�N � E 4�. ., �'v� _ ,�• �, F, i mime Eta, f z �F s ,d 19674 M. jmb 'txq r S -74 P7N �{ Ir s rn FRONT ELEVATION " ®, y� ,,p Addition �'? �'�' ' ROOF TIMBERLINE HD 50 YR 23' .�„ �� ' ICE &WATER SHEILD 100% ' RIDGE VENT PVC 1X4 WINDOW TRIM PVC 1 X 5 CORNER BOARDS 'WHITE CEDAR R&R CLEAR 5" EXF. 'HOUSE WRAP ADDITION 'LEAD FLASHING FRONT DORMER WINDOKDOOR SCHEDULE Y4INDOW5, FELLA PROLINE EXISTING ROOF EXISTING B A B EXISTING DOUBLE HUNG ROOF ROOF A. 2�I„X53„ REROOFI G REROOFING B. 58"X 53" 6" ROLLED LEAD FLASHING 113 . Inn 111 EXISTING HOU5E EXI5TING FOUNDATION 4 SMOKE DETECTORS REVIEWED Z A BUILDING DEFT. DATE PROJECTADDRE55: Duffy GOnStrUGtlOn Karen Brown FIRE DEPARTMENT DATE PO Box 368 ' 204 Mooring Drive BOTH SIGNATURES ARE REQUIRED FOR PERMITTING cotuit MA Gummaquid MAC 02631 1/4" = 1.65' 508-362-3g3q o� NE5T ELEVATION 24' — ROOF TIMBERLINE HD 50 YR 12'�' ' ICE& WATER 5HEILD 100% RIDGE VENT PVG 1X5 CORNER BOARDS ADDITION . • PVC 1X6 FREEZE BOARD "WHITE CEDAR R&R CLEAR 5" EXP HOU5E WRAP 18' EXI5TIN6 HOU5E EXISTING GARAGE FOUNDATION Grade ........................................................................................... PROJECT ADDRE55: : Duffy Construction BROWN, KAREN PO BOX 365 204 COTUIT MA DR Gummaquld M 02631 1/4" = 1.65, 505-362-3939 m a+ m EABT ELEVATION 32' 12� * ROOF TIMBERLINE HD 50 YR * ICE &WATER SHEILD 100% ADDITION * RIDGE VENT * PVC 1X5 CORNER BOARD5 23' * PVC 1X6 FREEZE BOARD *WHITE CEDAR R&R CLEAR 5" EXP. * HOUSE WRAP EXISTING EXISTING HOU5E ROOF 14' EXISTING HOUSE EXISTING FOUNDATION ......................................................................................................................................... Duffi Construction PROJECT ADDRE55: I'Q BOX 368 BROWN, KAREN 204 MOORING OR GUI'1 maquid Mkt 02631 GOTUIT MA 1/4" = 1.65' 1 �j08.362-3939 BACK ELEVATION ADDITION Ridge Vent ADDITION " ROOF TIMBERLINE HO 50 YR STEP FLASHING ' 100% ICE &YVATER SHEILD WEAVING OF SHINGLES '-RIDGE VENT * PVC 1X4 WINDOW TRIM Ridge Vent 8"ROLLED LEAD FLASHING - PVC 1 X 5 CORNER BOARDS WHITE CEDAR R&R CLEAR 5" EXP. 'HOUSE WRAP B A p 'EXI5TING WINDOYV/DOOR SCHEDULE Y41NDOW5, FELLA PROLINE ADDITION DOUBLE HUNG A. RO 29-3/4"X 53-1/2 , y / ` B. RO 2q-3/4"X 0-1/2"tempered 13 EXI5TING HOU5E r El a EXI5TING FOUNDATION.�� .................................................................................................:................... PROJECTADDRE55: Duffy Construction Karen Brown F0 BOX 368 204 Mooring Drive Cotuit MA Gummaquid MA 02631 1/4" = 1.65' 505-362-3g3q N 00 p rn y z > 1X VA ND BLOC K N 2 8 RAC ER LVI o ! X8 R k TERS 16 C .................................................... G� f 4 1Xb WIND BLOCK .p WU3 K3 M XCN N o wC- Q' � � o > p O I � u, w FRAMING LAYOUT Page 6 , 28' C"10 TIN,,,Cl 1 F5 2 144' a C IL IR C Tii S:w _ # • RIDGE LVL 1 %"X11 7/8" y � r � * RAFTER 2X8 18' EI B 4i 0: .2 8 I T I b�' *COLLAR TIES 2X4 @ 2 8,G IL�1 G J ` 1 T 16 O I ;9 • � EBB 4 O.G. I ; �. 'rr * I , INS ION - l 3 TRIPLE 2X8 2X8 CEILING JOIST, .i 1� 1 , ? I HEADER * NTING _ fc �t # I fi CHANNEL VE _�_., _ j �.. -J - ot�B Ell_ _ _.._ * 1X6 WINO BLOCKING * %2 COX ROOF PANEL NAILING ( 4 EDGE/12 FEILD RO Rol RO * 100% ICE &WATER 5HEILD , 58/"x53 l/ ' ,TIU14E 29'/<" "i/2 � 58 %"X53 1/ ROOF ASPHALT 50 YR EXISTING ROOF ,' , !su EXISTING ROOF 2X6 OUTSIDE WALLS * 1-3/4" LVL FLOOR JOISTS i� *R-35INSULATION -� �_ - 3 2 _6 ._ LEiL E, COX WALL PANEL _�_ �� ,-. .. := , ...�a � - L VERTICAL NAILING 4" E06E/12" : ~ ,_ � .e a (2X6)- -(1 3/4X5 1/2 LVL FLOOR Jbl FIELD *HOUSE WRAP 2X6 DOUBLE KING *WHITE CEDAR R&R CLEAR 5" STUDS ALL WINDOW EXP. FRAMES *RED CEDAR CLAP BOARD * 1 X 5 PVC CORNER BOARDS * 1X8 RAKES WITH 5HAOOW *lX8 FASCER *lX8 SOFFIT WITH VENT ....................................................................................................................... Duffy Construction PROJECT ADDRE55: P0 BOX 368 BROWN, KAREN 204 MOORING OR Gummaquid MA 02637 GOTUIT MA 508-362-3g3ci f• Page l-A- - . CROSS SECTION 8Al2 . . A" COX Roof 5heathin ' 100%.Ice and Water Shield �✓ Architectural Asphalt Roof � Ridge Vent �~ LVL 1 X"X 11 l/6" RIDGE End Bay'Blocking • ' Channel Venting . � - r` �' 2X8 Rafters 16" o.c. R-38 Insulation 2X4 Collar Tie 16" o.c. 2X8 Ceiling Joist �,� 1Xb 5PRING BOARD Wind Block Drip Edge 11 U U, UK-58 insulation 2 X 6 KD 16" O.G. TIF ' 8FT Strapping Soffit ent Hurricane Clips %a" 5lueboard w/skim coat' 2X6 Double Plate 2X8 Triple Header 7,4., F . 2X6 Exterior Walls i % GDX Sheathing Vertical 1 Ice and water; window, trim ` House Wrap _ White Cedar Shingles.R&R 5" exp i R-21Insulation _ X T&G GDX PLYWOOD R-21 INSULATION (1 X" X 5 Y? LVL) X (2 x b KD) Duffy Construction PROJECT ADDRE55: PO Box 368 204OMOO xG oR Cummaquid MA 02631 COTUIT MA 506-362-3g3q Page 7-B Gable End Framing RIDGE LVL 1%"X11 7/8 12'� 2XS,K0 RAFTER F 2 OL R 1 5 s 2X6 RAFTER PLATE • 12)4._ EA' 2X 1 , l�D Duffy Construction PD Box 368 PROJECT ADDRE95: BROWN, K,4REN Cummaquid MA 02637 204 MOORING OR GOTUIT MA 50S-362-3939 - r O O 770 7;a 2x6 OUTSIDE RIM JOIS �O c 3 � rn 2X4 OUT5IDE Y%AiLL BLOCKING 3 � rn v ! M � rn (2Xb) X (1 /,. � 5 / LNtL fn i �. I { q FLOOR JOIST 5 E NOT C . - EX15T[NG 2 X 4 GEN; ER � . ; i � rn � r- w z XGARRI N G YVALL y I I . i rn rn rn 43 _ �� _ _. .__. _L _ o O rn 1 T - 4 l E � %ornN XrrnQvx • k O. W- + �' ,�` � i � �,w � 3 � ! + y♦ � � F :in j Z U' Q � '. . a '€ �, � 1 � _ r � i• § - --� s � jjj}}} i ) Ill rn )1 bI i cp € I FLOO�RJb15T N I i� r Q r ` • is r i _ i - [ ' - x C ._ W � ILI JQ W � w 2X4 OUTSIDE YVALL C— N c OU3 --�. Cb --1 7r .................................................................., 3 Page 9, FLOOR FRAME DETAIL 1 %"X 5 %" LYL EXISTING 2 X 6 KD s-�----- CENTER CARRING WALL I 16"O.C. 3 H 12 Y:" �1 Yr' w �I Y2" 12' 2 X 6 FIRE BLOCKING # - 11 7 „ 1.Y"X 5.h" LVL uw t I EXISTING_2 X 6 KD H i } , %j EXI5TING 2 X-4 z OUT5'IDE NALL ,Y- - NElN2X6KD = ul CRO55 BLOCKING ` w OUT51iDE 1NALL v `1Y:' 1% 1 %"X 5.h" LYL ' EXISTING 2 X 6 KD NOTE: (2 X 6)X(1 %"X 5 Yz"'LVL)YVILL BE JOINED TOGETHER U51NG 5" i LEDGER LOGK5 5TAGGERED PATERN y j 16"O.G. KEEPING 2"AYVAY FROM - I EDGES PROJECT ADDRESS: Duffy Construction BROYVN, KAREN PO Box 366 204 MOORING DR , = Cumma uid MA 02631 GOTUIT MA Q 508-362-3g3q :.................................................................................................................................................... 0 Proposed 211 FLOOR PLAN 64'-1 1/16" 14'-1 9/16" 49'-4 5/16" "® m. / 2'--k T-5" i 3" 2'5" 2' co / / -2' io 2xb plumbing wall i - / must be place above / OPEN existing 1s`Hoorwall Garage Attic §TOPAGE EXISTING OFFICE N \\ T •.' I storage I --------------- ------------- Center Go 4'opening to - I z I existing 4=-------- -----� — -- ridge —�--- fo N O EN LOW RAILING I I ComeExisting r15 0room N zo stair waw 3m 4'-21 + 1/2 Mirror to other a`''" i 1;3 double window co Centered in Windowi'room Center at14' M 5 I - 114 • NL—————— —————.'————————————————————————— ———— 14'-1 9116" 11'-1 7/8" 38'-2 7/16" 64'-1 1/16" ............................................................................... PROJECT ADDRE55: Duffy Construction BROWN, KAREN PO BOX 366 204 MOORING DR Gumma uid MA 02631 COTUIT MA q 508-362-3g39 f .n Page 11 EXI5TING 15T FLOOR PLAN - EXISTING 5MOKE DETECTOR5 DECK I — j FAMILY OOM j I rl • I I I I I DETECTOR I FDE� I a I _ I- � KITCHEN BATHROOM 1 BEDROOM GARAGE �REEZE►NAY - y EXI5TING 5MOK5 p 0 DETECTOR --------� P LIVING ROOM I $ 2 BEDROOM i I I I I - • I• P I EXI5TIN SMOKE DETECTOR5 BASEMENTLEVER PROJECT ADDRE55: Duffy Construction BROWN, KAREN PO Box 366 204 MOORING DR Cumma uid MA 02631 COTUIT MA q • 508-362-3939 IME A Town of B arnsfable �BARN Regulatory Services MASS.gF, . t6sq' Building Division ED MA'S ' 200 Main Street,Hyannis,MA 02601 " Office: 508-862-4038E Fax: 508-790-6230 ' H s Inspection Correction Notice r Type of Inspection I'r Location a `/ �/t 11UTs��el(/ e Permit Number Owner Builder �4 One notice to remain on job site,one notice on file in Building Department. The following items need correcting:(D 4T-7c ISe a /iv szx-< Yef 0 Please call: 508-862-4 for re-inspec on. Inspected by ,v Date �� �b lee LOT.95 20,000 S.F l ! iii11 r tea, ; art„rifrs iI OF r lfr t�rji t R,08I P� c� j o WILLIAM n y s2 WILCOX D No 311341 En d�SUAb�yJ TO THE BEST OF MY INFORMATION, "E STING" - PLOT PLAN KNOWLEDGE, AND BELIEF THE . COTUIT, IViASS. STRUCTURES SHOWN ON THIS PLAN , LOT 95, TUBE 167 HAS BEEN LOCATED ON THE GROUND_ DATE �1�5/2Gi� SCALE ;� = 30' AS INDICATED. JOB 7509-00 CLIENT SRO f 11201 ` ' SWEETSE.R E'NGINE'ERING 203 SETUCKET ROAD DATE PROFESSIONAL LAND PO BOX 713 SOUTH DENNIS, AMA 02660 OFF. 508-385-6900 FAX.-508-385-6991 C: 1 S8 I PROD 1 7509-00 .1 dwy i. 7509-EPP.DWG 0 2014 SWEETSER E.dGINEE'RI1+7G DEC 212015 TOWN OF BARNSTABLE fi '. ' � ATION Map © rrZ Parcel. t' Application #2— U Health Division Date Issued Conservation Division Application Fee ��D Planning Dept. Permit Fee lX Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address' Li M oo r( y)!G D ri y e- Village Owner ice-y-) T3 y-o w V\ Address '-.0 4 M Q D r1`y\G1 -bit &-6 Telephone E:10 S! L4 I !d 0(d II Permit Request E no n± o Fwd use- r�S i d.Q . ECG[_( a So41 . fiJ vt do w s do©f- . a�r�ae ac t` 1Li0 Square feet: 1 st floor: existing` proposed 0 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay `i Project Valuation 40® Construction Type t/e��`� Onou Lot Size Lt to C0,4-P_e--3 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: �4 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing © new Number of Bedrooms: 91 existing .0 new Total Room Count (not including baths): existing _�new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: �WYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes d No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:Aexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes A No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) (� i Name B Li rA in v�rL/ Telephone Number O ? (� Address��I ,0 X 192 License# D 7 cu w m o- Home Improvement Contractor# I -7 7 L�g Email 1)y� U C nn 0 Ci-n) . W M Worker's Compensation # ��' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � D LAI- SIGNATURE DATE I Ls I FOR OFFICIAL USE ONLY 4 APPLICATION # DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE F OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FtINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I Y ie Comet-zomvealth of-Massachusetts Departrndvst o,findm&iul Acciderds. - - Ojfwe of I tigations t ---- - -- i600-WashvEglorr Street= - -- --- _ _ - Boston MA 02111 mvxt.nmmgorldia Workers' Compensation.Insurance Affidavit_Builders/C,ontracturs/EIeccatriciaTn�s/PluTmhesrs 7+r�r��w �T��irs•m 7�irt7c YlC9CQ.CT�7�f f 007'F11`t �pp�c-i�c-�wra:w Qoa _ p F Name(11tls�essl�DrganizatioulFar3itidual)> � \CJ�.i'1 tJ Address: o�( City/Stater_ _U A vi e� 02637 Phone iiuk Are you an employer?Check the appropiiate.box: T of 4. am a general contractor and I Type project(r �: I_❑ I aur a e nployer veith " ❑I g 6. ❑New construction employees(full and/or part-timed* have hired the sub contractors 2. I am a sale proprietor orpartner- Tisbed on the attached sheet~ �. �Remod.ag ship and have no employees . These sub-comractors have $_ E]Demolition wod-ing far mein any capacity. employees and hate workers' 9. ❑Building addition [No[v1Ddmrs' Comp_insurance comp_insurance-1 - required] 5. ❑ We are a corporation and its .� 10'_❑Electrical repairs or additions 3.❑ I am.a homeoumer doing all work officers haveexercised their 11.❑Plumbingrepairs or additions myself[N8 workers'camp right of exemption per MGL 12.❑hoof repairs insurance required_]i c.152, §1(41 andwe have no employees.Wo wazkers't - 13.0Other comp_insurance required.] i *Any applicsvtBest sheds box#1 mnst also fill out the sectionbelowabnswiag heir wod exe ca®pensatioa policy infmmzdmL Hameawners who submit dais afiidava indicating they are doing all wait and dhm hie outside contractors must submit anew affidsm indicating sash ICanuactaws that check this boat mist attached sn additianal sheet sharing the mane of the sub-canUscm¢a and state whether or not rinse entities hwe employees. Ifthemib-c ntzctmshaveonpIcyee%they=ustpmuidetheir wwkeu'tomp.policy number_ I am an srlrploy�er drat is prftwzdirrg markers'cottrperesdriian insrirarrce for�z}*enrptny�ee� BeIoty is t7repoticy aced jab site informs on Insurance Company Nam: Policy;9 or Self-ins_LicAk Expiration Bate: Job Site Address: City/Statd zisp: Attach a copy of the workers'compensationpolicy 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$1500:OU and/or one-year imprisonment,as well as civil pdmalties.in the form of a STOP WORK ORDER and a fine of up to MO-00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations ofthe D insurance coverage verification_ I do Iferleby ccvfr;f5 0 d radhdes thattice informadonpt-m,61id ahm a fs bw and rarrect Sit nature- Date: l Phone 0: Of lkial use only: Do not write in this area,to be completed by city artotcn official City or Town:n: Permitff icense# Issuing Authority(ddreie one): 1.Board of Health 2.Building Department 3.iftyffown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: --- - 6 Information and Instructions 1 a. Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pursaanttD this statrite,an mVIoyee is defined as.-_.evmy person in the service of another under any contract ofhire, express or implied,oral or written An employer is defined as"an individual,parfnership,association,corporation or other legal entity,or ary two or more of the foregoing engaged in a joint enbmTrise,and including the legal representatives of a deceased employer,or the receiver or trustee of an iadividnal,partnership,association or other legal entity,employing employees. However the oven of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - to do maintenance construction or air walk on such dwelling house dWPTTmg house of another who employs persons rep or on thegr d app ounds or building zrtenzit thereto shall not be:canse of sack employment be deemed to bean employer." MGL chapter 152,§25C(6)also states that"every state or local Rcen is agency shall withhold tIze issuance or or to construct buildm renewal of a Incense or permit to operate a business gs in the commonwealth for any applicantwho has not produced acceptable evidence of compliance with the iasnrance.coverage required." Addidonalty,MCrL chapter 152,§25C(7)states"Neither the commaawr-an nor airy ofifspolitical subdivisions shall enter into any contract for the performance ofpublic wozk until acceptable evidence of compliance with the ins nlmre. rf__C rrPrrients of this chapter have been presented to the contwting authority." - .Applicants Please till oirt the wotl='compensation affidavit completely,by checking the boxes that apply to your sitnation and,if necessary,supply sub-contractors)name(s), addres (es)and phone number(s)along with their certdzcate(s)of in arance. Limited Liability Companies(LLC)or L ait--d Liabiity-Partaerships g12)with no employees other than the members or partners,are not requu ed to carry workers'compensation insurance. IF an LLC or LLP does have employees,a policy is regeired. Be advised that this affidayitmaybe en},mitted to the Department of Industrial Accidents for confirmation of i csuran ce coverage. Also be sure to sign and date the affidavit. The affidavit should be re nmDd to the city or town that the application for the permit or license is being requested,not the Department of hadu trial Accidents. Should you have any questions regarding the law or ifyou are recpni'ed to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter thtir self-m sTan ce license number on the appropriate line. City or Town Officials t Please be sure that the affidavit is complete and primed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant_ Please be sun e to fill in the putt license number which will be used as a reference number. In addition,an applicant that must submit multiple pennit(license applications in any given year,need only submit one affidavit indicating current policy inl�z>natian(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)_"A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof fad a valid affidavit is on file for future;permits or licenses A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or pemit not related to any business or commercial venture (Le. a dog license or permit to burn leaves dr-)said person is NOT required to complete this affidavit The Office of Investigations wound like to f�k you in advance for your cooperation and should you have any questions, please do not hesitade to give us a call. T'ne Department's address,telephone and fax number. T1ke Coumanweatth-of Masachus_-#s , IIepartrat t of Ii dus iial Apcident M=of f v:e�gatio= FQ4�aslzingtan t Bus au,MA G1 I I I Tf,-L#617 727-4,900�xt 4-06 ar 1-977-MASSAFE Fax#617-727 774-9 Revised 4-24--07 ww�,mass.gagfdia. C��ie�dnvmarewea/l ( crooae�ivaelt License or registration valid for individui use only Office of Consumer Affairs&Business Regulation before the expiration date.IIf found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registr-4on;�'f'1.77289 Type' 10 Park Plaza -Suite 5170 Expiratio .017 DBA Boston,MA 02116 BRIAN DUFFY BRIAN DUFFY � 41 STONEY POINT RW;., rti --- — �---- CUMMAQUID,MA 026i Undersecretary Not vali4ure7 Massachusetts.-Department of Public Safety I Board of i3oloinoegulafions and Standards '; Conctrurtihn�PeT41sar 1152 License { : ETcc „ 1 v BBR P D oI�oA/^N�{ 3��IUM CUMMAQUIDA yes �i�e�a = Expiration i .�. �• nwin►2017 r BARNWAIRA i63q. `eg Town of Barnstable Regulatory Services Building Division Thomas Perry,CB-0 Building Commissioner 200 Main Street, Hyannis,MA 02601 wwwaown.barnstable.m a.us Office: 5084624038 Fax: 508-790-6230 Property-Owner Must Complete and.Sign This Section If Using A Builder. j I, Gt,\-ely, ( lc)LQ-)I _ as Owner of the subject property 4 _. hereby authorize d) ,jj ",I,S+tkC'�`t,c3yt to act on tiny behalf,. in all matters relative to work authorized by this building permit application for: a� r11 yorM i (Addres of Job) . Signature of Owner Date ljCZwG�1 �yc.y� ' Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q%IPMESTORMS\building permit fomu\EXPRESS.doc Revised 00215 WINDOW/ DOOR SCHEDULE 1. Garage Door 9' X ?' FRONT OF HOU5E RENOVATION 2. Pella Proline double hung window 29" x 47" 3. Built out 99" X 53" Pella Proline double hung window • .Reside 4. 32" X 6'8" Front Door 5. 58" X 53".Pella Proline two wide double hung window • Retrim Az'ek •- Fascia,soffit vented R - a Es �JH J5 i , 1 a 13 N REPLAGtNG e -N©t EPLAciigG M ................................................................................................................... ... PROJECT ADDRE55 - Duffy Construction Karen Brown PO $OX 368 204 Mooring Drive Gotult MA Gumma ui. d M� 02637 q - 1/4" = 1.65' 508-362-3939 ..............................................................:..............:.......................................... DuffyDuffy Construction Phone:508-362-3939 Building&Design e-mail: Duffyconl0@aol.com 41 Stoney Point online:www.capecodremodeler.com Construction 1'•Q.Box 368 Cummaquid MA 02637, _, -LI 1 } 1. Direct replacement-Garage DoorYA 7 ;R1 I. _ 2. Direct�replacement Pella Proline doublehung window 29"A 47" with advance fowl insulated:glass 3. Built out 99" X 53" Pella-Proline.double"hung-window with advance low F E insulated_glass:_No alteration of ezistrig b ader. Replacing existing; 104" X 48" Bay window 4. Front-door direct replace -i 5. ,58'_' X-53" Pella Proline twoiwide double hung window with advance low T insulated:.glass.-.No_alteration of existing header. Replacing existing 58" X 48" two wide double hung window 6. Siding: Pre-primed-red, cedar clapboard'4"-to weather, fastened with stainless steel nails 16"'o.c. 7. Replacement of Fascial soffit and freeze board with 1 X 8-Azek-Material threw out system. Fastened with�stainless' 'steel screws lb" o.ci and a 2" continuo us-soffit'vent General Standards: house wrap, ice and water shield over nailing flanges. Azek corner boards'where needed.:Ezterior grade fasteners. Page 1 of 1 WINDOW/ DOOR SCHEDULE 1. Garage Door q' X 7' FRONT OF HOU5E RENOVATION 2. Pella Proline double hung window 29" X 41" 3. Built out qT X 53" Pella Proline double hung window • Reside 4. 32" X 68" Front Door 5. 58" X 53" Pella Proline two wide double hung window • Retri m Aze k J • Fascia soffit vented ® ry-I ❑ ' 3 3 412 11 6 2 4 5 - - - - El Elm [�9 6 Lj El NQJ REPLACING NOT REPLACING ......................................................................................................... PROJECT ADDRE55: ^ Duffy Construction Karen Brown PO BOX 368 204 Mooring Drive cotult MA Cummaquld MA 02631 1/4" = 1.65' 505-362-3g3q ....................................................................................................................... Duffy Duffy Construction Phone:508-362. -3939 In Building&Design e-mail: Duffycon10@aol.com 41 Stoney Point online:www.capecodremodeler.com Construction P.O.Box 368 Cummagwd MA 02637 1. Direct replacement-Garage`Door-9'-X 7' �e s 2. Direct�replacemeat Pella Proline double"hung window,29'"X 47" with advance low-E-insulated-glass — - - 3. Built out 9911 �X 539 Pelli-Pr-oline double,hangwigdow with advance low E insulated.giass.,No alteration of existing header. Replacing existing, 104" X148" Bay window 4. Front-door direct replace mnt— ' 5. r58 ' X-53" Pella Proline tw�wide double hung window with ad ance low -" E`insulated_glass._No.alteration of existing header..Replacing existing 58" X 48" two wide double hung window �t y 6. Siding: Pre-primed red ced4ghipboar'd' '477,to weather, fastened With XI stainless steel nails 16"►o.c. ' I _� _ 11 1 7. Replacement of Fascia soffit and freeze board with 1 X 8-Azek-Material i threw out system. Fastened withstainless steel screws 16" of c and a 2" continuous-soffit-vent: General Standards: house wrap, ice and water shield over nailing flanges. Azek corner boards where-needed.--Exterior grade fasteners. r Page l of 1 �~ WINDOW/ DOOR SCHEDULE 1. Garage Door q' X T - FRONT OF HOUB E RENOVATION 2. Pella Proline double hung window 2q" X 41" 3. Built out CIT X 55" Pella Proline double hung window • Reside 4. 32" X 6'8" Front Door 5. 58" X 53" Pella Proline two wide double hung window • Retri m Aze k • Fascia soffit vented - - 4@2„ per s� 0 E E] ❑ ❑ ao 3 2LJ D5 b _ 4 N REPLACING 6 NOT REPLACING ....................................................................................................................... PROJECTADDRE55: Duffy Construction Karen Brown FO BOX 368 204 Mooring Drive coiuii MA Gummaquid MA 02651 1!4"= 1.65' 508-362-3g39 DuffyDuffy Construction Phone:508-362-3939 Building&Design e-mail:Duffycon100aol.com Construction 41 Stoney Point online:www.capecodremodeler.com P.O.Box 368 . r� Cummaquid MA ..+ ,.. a 1. Direct replacement-Garage DoorT9'X 7' . r 2. Directjreplacement Pella Proline'doublehung window,29'_'{X 47" with advance low-E insulated'glass � �, •� i ► -- r-j 3. Built out 99 X 53 Pella-Proline.double:hung�window with advance low E insulated.glass.7No alteration of existing header. Replacing existing 104" X,i4(8" Bay window r 4. Front-door direct replacement !! 5. r58" X-53" Pella Proline two wide double hung window with advance low -E`insulatedrglass. No-alteration of existing header..Replaci g existing - _ - s E 58" X 48" two wide double hung window , 6. Siding: Pre=priined red cedar clapboard'47 to weather, fastened with stainless steel nails 16 f f o.c. � 7. Re lacement of Fascia; soffit and freeze board with 1 X,8 Az k-Material threw out system. Fastened with!stainless' steel screws 16" o.c and a l" continuous-soffit--vent: General Standards: house wrap, ice and water shield over nailing flanges. Azek corner boards where-needed:Ezterior grade fasteners. Page lof 1 ,r WINDOW/ DOOR 50HEDULE - 1. Garage Door q' X T FRONT OF HOU5E RENOVATION 2. Pella Proline double hung window 29" X 47" 3. Built out CIT X 53" Pella Proline double hung,window • Reside 4. 32" X 65" Front Door • Retrim Azek 5. 58" X 53".Pella Proline two wide double hung window • Fascia soffit vented *214 F-1 F-1 � 2 b i 3 5 1 b N REPLACING b - It NOT REPLACING ................................................ PROJECTADVRE5 Duffy Construction Karen Brown PO $OX 368 204 Mooring Drive Cotuit MA Cummaquid MA 02631 1/4" - 1.65' 508-362-3g39 Duffy r ' Duffy Construction Phone:508-362-3939 Building&Design e-mail: Duffyconl0@aol.com construction 41 Stoney Point online:www.capecodremodeler.com P.O.Box 368 Cummaquid MA 02637 ,w _:-I—. tt . €€1.r 1. Direct replacement,Garage Door,9'A 71. 'J . 2. Directreplacement Pella Proline double-hung window 29"~X 47" with advance low-E-in ulated=glass 3. Built out 99"X 53", Pella-Prolme.-double liung-window with advance low E insula ted.glass- No alteration of existing hl wader. Replacing existing 104" X 48" Bay window 1 4. Front,door direct replacement 5. M71 X•53 ' Pella Proline two wide double hung window with advance low -" ^'r _=E-insulated-glass.-No alteration of existing header. Replacing existing ``' 58" X 48" two wide double hung window �T c, , 6. Siding: Pre-primed red cedar clapboard 4"--tb,weather, fastened with stainless steel nails 16"11 lo.c. 7. Replacement of Fascia;soffit and freeze board with 1 X 8 Azek Material i threw out system. Fastened witEstainless steel screws 16",c and a Z" continuous-soffit vent E -. t { . General Standards: house wrap,ice and water shield over nailing flanges. Azek corner boards whereyneeded ,Egterior grade fasteners. Page l of 1 r . WINDOW/ DOOR 5cHEDULE 1. Garage Door q' X '7' r� FRONT OF HOUSE RENOVATION2. Pella Proline double hung window 2q" X 41" 3. Built out CIT X 53" Pella Proline double hung window _ • Reside 4. 32" X 68" Front Door • Retrim Azek 5. 58" X 53" Pella Proline two wide double hung window • Fascia soffit vented EEB ®© ❑ ❑ ❑ ' ❑ ❑ 0 � 3 2 ❑❑ i 5 - 6 4 I i i - � N REPLACING NOT REPLACING t ..................................................................................................................:.. PROJECT ADDRESS: Duffy Construction Karen Brown PO BOX 368 204 Mooring Drive Gotuit MA Cummaquid MAC 02631 1/4" = 1.65' 505-362-3g3q DuffyDuffy Construction Phone:508-362-3939 Building&Design e-mail: Duffyconl0@aol.com Construction 41 Stoney Point � N online:www.capecodremodeler.com P.O.Box 368 ? Cummaquid MA WL37.11 a r r F.-r...�.�.......�.T ,T...�. r U. 1. Direct replacement-Garage-Door 9'X 7' M 2. Direct,replacement Pella Proline'double{;hua ng window.29" X 47" with advance low E_ insulated-glass 3. Built out 99" X 53" Pe11aProline:doulile:hung•window with advance low � 1 1 f E insulated-glass.-No alteration of existing h�ader. Replacing•existing 104" X{48" Bay window t � 4. Front door direct replacement �, t 5;r58" X 53" Pella Proline twojwide double hung window with advance low - E�insulatM glass..No.alteration of existing header. Replacing existing '58" X 48" two wide double hung window 6. Siding: Pre=primed`red cedar�clapboard 4""toy weather, fastened with ;, ii stainless steel nails 16"'o.c. 7. Replacement of Fascia, soffit and freeze board with 1 X 8-Azek-Material threw on; 'system. Fastened with stainless steel screws 16" o.c and a'2" continuous-SOfflt vent;- General Standards: house wrap;"ice and water shield over nailing flanges. Azek.corner boards-'where-needed:PEgterior grade fasteners. Page lof 1 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C2 a 4 Parcel Application # Health Division Date Issued q !S Conservation Division Application Fee Planning Dept. Permit Fee l Z� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address YI f oo rim -. Village �� Owner �Y1 �y'®Cx��l Address © ' \l1 Telephone 04-01;9 g Ll q I L 0 9 P rmit Reques Pr A-4 t _Vl`0 V) Square feet: 1st floor: existing I proposed 1/00 2nd floor: existing ® proposed Total new L100 Zoning District Flood Plain Groundwater Overlay Project Valuation DC _Construction Type Lot Size c Grandfathered: ❑Yes ❑ No If yes, attach pporting ocugentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) t. - ._ Age of Existing Structure _ Historic House: ❑Yes L o On Old Ki g' Highwa- ❑ ems Basement Type: Wull ❑ Crawl XNalkout ❑ Other --1 Basement Finished Area(sq.ft.) �7`'i 0 Basement Unfinished Area (s .ft) t' Number of Baths: Full: existing_ new Half: existing anew Number of Bedrooms: _ 1. existing 0 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: aGas ❑ Oil ❑ Electric ❑ Other Central Air: . Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑YesVIN-o Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:�Srexisting ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes , to If yes, site plan review # Current Use d Proposed Use �Z e- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name v- Telephone Numbed Address Ll iS� ` License # C-U CL m Home Improvement Contractor# 7 Email b U F �� � �P 1 60 fty- Worker's Compensation # ALL CONSTRUCTION DEB IS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE a DATE �� FOR OFFICIAL USE ONLY APPLICATION# -DATE ISSUED ` s. -MAP/PARCEL NO. c ADDRESS VILLAGE OWNER V DATE OF INSPECTION: ` FOUNDATION `t FRAME INSULATION FIREPLACE ;r ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9Wir- DATECLOSED OUT ASSOCIATION PLAN NO. c i The CommomwaMi of-Massachuseffs Deparhuent of firdrrs Accidents - - tle t����v�tig�€tiorrs i 600 FYrashirigtan Street Boston,MA0211 wnnv..ar2uss:go 1dia " Workers' Campens:af€anInsm-anceAfidavit:$tdIders/Contra:ctorsMectriciansTlumbers Appligmt Infarmation Please Print Legibly Flame( ss[Organizaiionlln�l): Address: ) Citylstatftf� d Phone lire you an employer:`ChecOtheappropriate box; Type of project(req uired)= 1_❑ I am a employer with 4_ ❑ I arm a geoexal contractor and 1 6 eu�lion oyees(full an•dlor par#-fLme}* have hired the sub-conffactors 7__Wam a sole propfie or or partner- listed on the attached sheet Y- ❑Remodeling ship and have no employees These sub-oontractors have g_ ❑Demolition w for me many Capacity_ emplay—e and have workers' or�ng Y 1 4_ 0 Building addition[NO Workers ¢>�rra+ir comp_ine comp_m �surant regtire A 5_❑ We are a corporationand its 10_E]E1,ectrical repairs or additions 3_❑ I am a home miner doing all work ofScers have exercised their I I_Q Plumbing repairs or additions myself [No worlmn'comp- right of eizemption per MGL 152� 12.E]Rt)ofrepairs c_ , s�*e no <.. insurance regnrred-]T �14 and we have t � employees_(Na workms' 13_❑4.t3ler comp_insurance required-] *Any applic mt mat checks box N1 amst also fill out the section below sharing their wodea'co-mpensation policy i ffi� T Homeowners who submit this affidsvu mdicsting they are doing s1l utak attd them bug outside contactors mist soborit a nets affidsrit mmcatit mcTi tCmtoictors thst cbeek this boat must attached aa:dditional sheet showhag the nay of the smb-caafr rs aid stsfe whether oc neat thmse mofitSes have EaVImyees_ If the sub-conta dun hne emgIqyees,me}•must provide th—r workers'comp.policy number lam an employer€hat is prm idiirg morke-rs'congmL iron irmzrarcce for rity.amptDy-eccs Below is the pone}artd job site irrfOMatnarl. Insurance Company Name: Policy:ff or Self ins_lip Expiration hate: Job Site Address: Cify/Stateaip- Attach.a copy of the workers'compensation policy declarations page(showing the policy number and e3*ation date). Failure to secure coverage as required udder Seetioa 25A of I' EL t~ 152 can lead to the imposition of eriminal pcnaltYes of a fine up to S1,500.OD andlor one-year impri as well as civil penalties in the,form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator_ Be advised that a copy of this statement maybe forwarded to the Office of Im,estigations o€ffie DIA far insirance coverage verification_ Ida hereby s4Efi&Iwdqr the its nd naTtkes vpf, 6atthe inforruation prmided bin re' furs and carrect Si�ature: bate: Phone#: 9;a Off E :at u se only. Da not write in turfs area,to be campleted by cii}'ar town officiaL City or Town:. PermitUcense Tss�*.ing Autha ity(drde one): 1.Board of Health. 2.Bn ilding Department 3.CitFffrown Clerk 4.Electrical Inspector S.PlumbingIttspecfor 6.Other Contact Person. Phont #: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute,an ernployee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written_" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also stales that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business onto construct buildings in the commonwealth for a)xy applicant who has not produced acceptable evidence of compliance with the insurance,coverage requ.ired." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the pe6fo_Tmance of public work until acceptable evidence of compliance v ith`the insurance requirements of this chapter have been presented to the contracting authority." Applicants •f e out the workers' compensation affidavit completely,b checkin the boxes that a to your siturtien an u Pleas fi1I1 P Y g apply } � necessary,supply sub-contractors)name(s),addresses)and phone number(s)along with their cerbficaic-(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Part oaj,. T7ps(L LP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. r`an LLC or LLP does have employees, a policy is required_ Be advised that this affidavit may be submitted to the Depar-Lment of Industrial Accidents for confirmation ofinsurance coverage. Also be sure to sign and date the af$davit The af.fidavit should be returned to the city or town that the application_for the permit or license is being requested, not the Deparhnent of Ladustrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies s',a.ould enter their self-insttrance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Depar'inent has provided a space at the bottom of the affidavit for you to ill out in the event the Office of Investigations has to contact you regarding the applicant- Please be sure to fill in the permit/license number which will be used as a reference number. In add lion,an applicant that must submit multiple permit/hcense applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should v,,rite"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit mast be Elled out each year.Where a home ovimer or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bran leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Cominonwff-a.Ith of Massachusttt s Depaitmm ent of Ind al Accidents affzce of kvestiofiaas 600 Wasbiugtaa Stzwt Baston,IAA 62111 TeL 9 617-727-49GO ext 406 or I-$77 KA SSAFE I`evisetl '424 07 Fax#617-727-�49 www_raas5.-govldia Mlassachusetts -Department of P�ttfic Safety Board of Building Regulations and Standards Construction Supervisor License: CS-071152 DUFFY PO BOX 368 .� CIIMMAQUID lt'�A 011 637 L� 0 Expiration 04110/2015. Commissioner 6 C-J�ie'�oryniriiQouvea/,�l a�C/�aaaa�ucaeCta Office of Consumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR gistration:. 477289 Type_ t xpiratlon F 14122f2Qx DBATJ ' BRIAN DUFFY _ d1 BRIAN-DUFFY � r } :41 STONEY POINT RDv � CUMMAQUID;MA 02637. . Under secretary r r RAIss� f SQ -0-0 t "eM 6T PL{r7jfti `.fix Board a! u61��iti Wy uGatlli � � tarv¢ars M52 Al 1kti ai MIANFDT T fit?1�4iFX ` ge m�r q L*se5141E emu for lSc 2vie d a anty ;' teon q OFE oTaea ,!y EEew��k cas 5 . 6FFs#9a�deflr if Fond rriirn EIK diE3 €.'Il�OR � Q �°fd9ft r eE (.dMnMcr.AMkm and B0110 51.70 radpwa '.'4�kI1.� - y fY r- 14 FRll uppy. 'GU 9f"UID.F.1A � tlaalcr - a1*. 6 1 4.8 'i4 FfihO ;1, " u� fiaj office r a ut r i airsaation s s 1 u1 i ]O 'ark Plaza.= S4ie 5170 I ,rr�e Ir�armen ctat gisstaos. tee 1ra41 n: 877283 1 TVpe OSA �jjr$11�91i: 1112212015 T SR.AN DUFF P.0_ BOX 368CUM #t AUldress and Mum cs. &M-Ir1 reason�a �; Ad�rt a 1teQi w�i �� Empl*ym"d i A TVC Guide to Wdod Cofzs�ucfiolz Lr kigh WindAreas.II©ruph Wind Zone Pylasssich? SeftS CbedidiSt fOr C€8 PU21RC e(780 C -IR 530I.2-1.1)i • Q Check 1.1 SCOPE Wind Speed(3 sec gust)..--_ 110 mph C WindExposure Category...._-_ ..._• ...................................................... ._......: .-•--..._._.:.._...........B 1.2 APPLICABILITY Number of Stories ..._-•---_____........... .: (Fig 2)_-_-•-�.: I stori <- ••....:......:._._._..._......__ _2 stones �I RoofPitch ......................... ._._..__..•...._......... -_ - {Fig 2)..---•-----•--..... <12-12 Mean Roof Height--_.--.--.- --_---------------------......._(Fig 2)---_-_--.----.--_--.-.--.-.--.- ft s 33' Building Width,W.__...--_---------------__ {Fig 3)_.:__.--._... Oft s 80' Bulding Length,L ._......_ _.._......_._ ..(Fig 3)...:.........:.. " Q ft 580, Building.Aspect Ratio(LAM. ........._._...............__-..-•-.---(Fig 4)__:_..�... ..... .: .:w . ._: — Nominal Height of Tallest Opening2: ................_............(Fig 4).._.......... 1.3 FRAMING CONNECTIONS General coinpliance with framing connections_.. :..... ..(fable 2)......................... ---.-.....-_.. .......... 2A FOUNDATION Foundation Walls meeting requirements of780 CMR 5404.1 Concrete.......... ......... ......... :.:---. -•--...-------..: _.�... ....................... C9" Concrete Masonry........................... :_...............•--........... 22 ANCHORAGE TO FOUNDATION''' 5W Anchor Bolls imbedded-or 518"Proprietary Medtanical Anolrors as-anal ative in concrete on !� Bolt Spacing-general (7able.4) _ in. ............. Bolt Spacing from endfoint of plate ......._ (Fig 5)--- in.s 6"-12 Bolt Embedment'--concrete ..._.......:.(Fig 5)•: �in.z 7' [ "A Bolt Embedment-masonry --------_(Fig 5).. in-a 15' E�W�4 Plate Washer................... ........ (F•ig 5)... 3'x Yx'K" 3.1 FLOORS Floorframing member spans dzedced (per 780 CMR Cfiapfier 55) Maximum Floor Opening Dimenscon _:...{Fxf 6)_: _ .. Its 12'or L/2 r o WI2' Fulf Heigh Wail Studs at Root Openings less_ttiari 2'from EzteriorWaH(Fig'6) ._:..:. ............................ Maximum Floor Joist.Sefbadcs — Supporting Coadbeariirg Watts otSheatwaii.... .. .-(Feg 7):-_.........:.............._.. .........�ft<d Maximum Cantilevered Floor Joists 4 Supporting Loadbeadisg Walls ar Shearwail. (Fig 8)....__.._._................ ft d Floor Bracing at Endwalls..:::.._........ _: :... .. .._. .(Fig 9):.:.. _. _......._ _ __ Floor Sheathing Type ::...: . .:..::....:. .... (per 780 CMR Chapter 55) w....... . . .FioorSheathingThiduifts _�:._. (pet 780,(:MR:Z;hapter m:.: . Floor Sheathing Fastening._...._.............................. I&d nails at�in.edgel% . Id 4:1 WALLS. ; - •VNa(LHeight - a -; tlN�oadbeari walls 1 and Table 5)... _..:_ ft_s Loadbearir>,g.wa4s (Fig 10 rig (Fig 10 and 5)__ ` Spacing ..............:..._._.... . .. _.__.. 0 arxf'table 5 ..- --.... 24'o:a -•-:{Fig Wa11.Story.Offsets : . ...... ..._. - (Figs.!&t3 ft s d 4.2 EkTE•RCOR WALLSs Wood Studs g ..(Tabie5). !r -�ft.�: gi Loadbearin waits ....,..:_....... beann9 .. _... (Tattle s):. ..:.._. _: .�.ft [ ` Non-Load ' - walls...,.. ..... �ei: i ?X.Sf Gable End Wait Bracing _WSP.Aft Fioorthngth •-: ,... �yP n Ceding L;ngfti(ir SP notased) 2 x d C',ontinuom Literal Brace 6 ft o.G, (Fri Double Top Plate Splice Length. .........._ .__ __. .. (Fig fS and Table 6) ft g� Splice Connection-(no.of 16d common nails)......-.-._.(Table 6)._...... .. ......... . ......... fi b'r'c ;nine to Wood tr`QIiSfFdtCfZOtd(7!Hi`,?,h`Wind areas.110 mwh tfrnd Zotre Checklist for `ompliame(780 cnM:5301.z.1.1)' Loadbearing Wag Conneclions- Lateral(no:of endnaled 16d common naffs). _ :.. (Table ikon-Loadbearing Waft Connections lateral(no.of endnaffed 16d common naUs)_.:.:_:_.:__(Tabte 8)_-.-:.--_:___ Load Bearing Wail Openings(record largest opening but check all openings for compliance to Tab a 9) Header Spans ...........(Table9) Y ftin.511' UZI .. Sill,Plate Spans . ........_. . (Table 9)_�-_-_._._..:....�_. ft in,51T Full Height Studs(no.of studs):_.---n.w......._:._.--gable 9)__. Non-Load Searing Wall Openings(record largest opening but check ag openings for compliance to Table 9) Header-Spans,..... eaderSpans.•.... ft-10 in.::- ---- --•---- (Table 9) g— in. 17 . Sill Plate S _:.._ ............._ Full Height Studs(no.of studs).._ �. __.__:_ __(Table 9):....__ . Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W' Nominal Height ofTallest 0 in � <.6'8' • ,./ g Pen gz ._.;-------------__...._...—•---•-•----._..—........._.__..._...�p L.a Sheathing Type_..___...-.__...._... __(note 4)- Edge Nag Spacing.-....:...::... _-_-__.-fable 10 or note 4 if a_VhL Feld Nail Spacing _ _r�,__---: able 10)_.:� Shear Connection(no_of 16d comniori naffs)(table 10)_..._.........:....... ..� Percent Full-Height Sheathing_.._..............—gable 10)........ ..._._..:._.�....:.._ _ . _(�Q% [7, 5%Additional Sheathing for Wall with.Openfng?68'(Design-Concepts) - Maximum Building Dimension,L � Nominal Hei Height ' <g Opening..-..—...--.... ..:. ... ........ _......_: Sheathing Type-----..--.—.--.;._...--._.. _(note 4) __. . Edge Nail Spacing. ..—._ .__.__. .. _. ..(Table 11 or note 4 ifless)___._._..__..__._.:__.(.a_kL Field Nail Spacng (Table t1) ., �� �in_ Sliear.Connection(r;o.of 1lid coininon nattsj(Tatite 11) _3� � � Percent FuMeight Sheathing__.... _.: (Tablet � 5%AdckWnal Sheathing for WalGwftit Opening> 8 (D 6' esign'Conaj)ts)___r__. j=1 Wag Cladding . Rated for Wind Speed?.._.............. _ ...:.. ...�. .' ._._... _..._._� ._ .._._.. .:....._mom_:..: _:.�. .. 5.1 ROOFS Roof naming member sports checked?_ (For Rafters useAWC _ Tool,see BBRS Website) Roof Overftartg .:.._....I........._................ ._._.(Figure 19)........... .eft<smaller of 2'or Lt3 Truss or Rafter Connections at Loadbearing Walls: Proprietary Connectors. P � (Table.l2) 1J 1UQ plf Lateral. ........_._................_...__(Table wL..a 7-L Or :: Shear (Table 2 •-� S=.�. Ridge strap Connections,Wcoilarhes not-,used per page21._._(Table 13) _ __. T Gable Rake Ouflooker. -:..._... ....:.... ...........(Figure 20).._ ._. tt s smalterof2'or t 2- �i Tnrss'or RafterConnecbonsat Non-Loadbearing Walls Proprietary Connectors Upirft. (Table 14) ,..: ........ ... U== l Z Ib. [I Lateral(no-of 16d common nags) (fable i4)...... ....._.... ..........I=LaIb: Roof Sheathing Type_ .:-- _ {per 780 CMR Chapters 58 and ?AT MP R(ofSheafhing Fastening --. {table 2). - Notes _ .._.._._.._._.._..� ... _ ; f:�t This cheddist-must.be met in entirety;exduding the specific exception noted in 2,to comply with the requiierrie ifs of 780 CMR 530121.1 Item 1_if the•checklist is met in its entirety then the following metal straps and hold.dawns,are_pot required perthe WFCM 1.10 mph Guide: a. Steel Straps per Figure 5 - = b. 20:G2ge Straps per Figure 11 G UOrd-Straps.per Figure 14 d AMAraps per Figure 17 -_= e.. Comer:Stud Hold Downs per Fem ilia ?' fxceptiutrr Opening heights bf up W 8 R.shalt tie pemtftted when 5%is added 10#be per Id fuII-height siteattur c} :.=regW,or ifs s7roMrrrin Tables 10 4nd 11: 3 "The bottkim sill plate in exteriorwalts shag lie'a mfnimuni Z in.nominal Iuiad ss.:pn treate8; =grade. t ' ®Boise Cascade' Triple 1-3/4"'x.9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 1,2 spans I No cantilevers 1 0/12 slope Wednesday, January 21, 2015 BC CALCO Design Report F Build 3272 .a File Name: B Duff y_Brow'n Job Name: Karen Brown-Addition Description: Designs\F601 Address: 204 Morning Drive Specifier: J Madera City, State, Zip: Cotuit, MA Designer: Customer: Brian Duffy/Duffy Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: _ m { s , .14-00-00 06-00-00 BO r B1 ' 62 ,...,Total Horizontal,Product,Length=.20700-00 Reaction Summary (Down/Uplift) (Ibis Bearing._ Live Dead , 'Snow Wind Roof Live BO, 3 1/2" 2,361 /36 °}.. 665/,0 B1, 3 1/2" i _5672/0I"` _ 1,623/0 B2, 3 1/2" J,161 / 1-;158 1 /0 s r= Live Dead 'Snow Wind Roof Live Triti. i } Load Summary, Tag Description Load Type ,..,Ref. Start End 100% 90% 115% .160% 125% 1 Standard Load Unf. Area (lb/ft^2) "L 00-00-00 20-00-00 40 .10 10-00-00 Controls Summary, .Value "/°Allowable Duration Case Location Pos. Moment 8,218 ft-Ibs.,. '-..A3% ;100% Neg. Moment -9;226 ft lbs a, -44.1-% . 100% 1 �= 14 00 00 w End Shear„ 2,468Ibs < '" 260X s 100%' 2 .01-01 00 Cont. Shear... 3;730 Ibs` r,. ,'3'9.4% 100% 1.., ,13-00,12 Uplift -1,157 lbs Na J 100% 2 20-00-00 ' - Total Load Defl. U516 (0.32") 46.5% n/a 2 06-06=02 Live Load Defl. U656 (0.252") 54.8% -` n/a 5,., • 06 06 02 , ': Total Neg. Defl. - U999 ( 0 039 ) n/a n/a 2 16-04-07 Max Defl. 0.32" j`' '. 32%° n/a _ . 2 ,.06-06-02 Span%Depth 17.4. n/a "s , n/a 0 00 00-00 s Allow %Allow - Bearing Supports.. Dim.(L x'W) Value Support Member Material BO Wall/Plate 3-1/2"x 5-1/4" ':3,026 Ibs n/a 22%. Unspecified E _ n B 1_.,: Post 3-1/2"x 5-1/4" .7,295 lbs `0:8% 52.9% ' Steel B2 Wall/Plate 3-1/2"x.5-1A"' 1,157.Ibs n/a 8.4%' Unspecified Cautions Uplift of-1,157 Ibs found at span 2- Right . 1 Notes 3. T Design•meets,Code minimur (L1240)Total load deflection criteria. h Design meets Code minimum (L/360) Live load deflection criteria: :` >` , a t t ,Design rneets'arbitrary'(1") Maximum total load deflection criteria. Calculations assume Member.is Fully Braced. Design based on Dry Service'Condition. Deflections less than 1/8"were ignored in the results. ; Fastener=Manufacturer%TrussLok(tm) r Page 1of 2 i ®Boise Cascade Triple 1-3/4" x 9 1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 2 spans No cantilevers 1 0/12 slope Wednesday, January 21, 2015 BC CALCO Design Report Build 3272 File Name: B Duffy,Brown Job Name: Karen Brown-Addition Description: Designs\FB01 Address, 204 Morning Drive Specifier: J Madera City, State, Zip: Cotuit, MA Designer: Customer: Brian Duffy/'Duffy Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e. building codes.To obtain Installation Guide Or ask questions,please call. a minimum =2 C= 5-1/2" (800)232-0788 before installation.\n\nBC b minimum =4" d'=24" CALC@,BC FRAMER@,AJST"", e minimum = 1" - ALLJOISTO BC RIM BOARD- BCI@, z BOISE GLULAMT"' SIMPLE FRAMING All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams s SYSTEMO,VERSA-LAMO,VERSA-RIM All TrussLok screws may be installed from one side of multiply Versa-Lam beams. , ;,• PLUS@,VERSA-RIND, VERSA-STRAND@,VERSA-STUDO are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: FMTSL005 Products L.L.C. {• l • - , • °fir � R.. r-• .'_s .. - # _ , Page 2 of 2 r S i ®Boise Cascade Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 Dry 11 span I No cantilevers 1 0/12 slope Wednesday, January 21, 2015 BC CALCO Design Report Build 3272 File Name: B Duffy_Brown Job Name: Karen Brown-Addition Description: RIDGE Address: 204 Morning Drive Specifier: J Madera City, State, Zip: Cotuit, MA Designer: Customer: Brian Duffy/Duffy Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �0 12 t e 20-00-00 BO 61 Total Horizontal Product Length=20-00-00 Reaction Summary(Down/ Uplift) (Ibs) Bearing Live. Dead Snow -'Wind Roof Live BO, 3-1/2" 1,662/0 3,000/0 • B1, 3-1/2" 1,662/0 3,000/r0 Live Dean Snow Wind Roof Live Trib. Load Summary , k Tag Description Load Type Ref. Start End 100% 90% .115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-00-00 15 30 10-00-00 Controls Summary value %_Allowable Duration L Case, Location Pos. Moment 22,255 ft-lbs 51.8% 115% 4 10-00-00 End Shear 3,905 Ibs `J 31.9% 115% -A •r01-07-08 - Total Load Deft U366,(0.64"): 49.1% n/a 4 10-00 00 Live Load Defl: U569'(0:412") 42.2%r n/a , 5 1`0-00-00 Max Defl. 0 64" . 64%'" n/a 4 10-00=00 Span/Depth 14.7 4 ;, n/a n/a 0 00-00-00 ' Bearin Su` Allow %Allow g ppOrts Dim.. x W)_ ' Value =-Support Member Mate'Vial " BO, Post 3-1/2"x 3-1/2" 4,662 Ibs n/a 50.701 Unspecified B1 Post 3-1/2"0-1/2" 4,662 lbs n/a 50.7%" Unspecified Cautions , For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will-not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets'Code minim- um':(U180)Total load deflection criteria. Design meets Code Minimum-;(U240) Live,load deflection criteria. . Design meets,arbitrary,(1") Maximum total load deflection criteria. Calculations assume Member is Fully-Braced. Design based on Dry..Service:Condition .rDeflections less.than•`1/8"•wereigrored;in the results; . Fastener Manufacturer: TrussLok (tm) .41 Page 1 of 2 k: ,: . i r Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 Dry',I span No cantilevers 1 0/12 slope Wednesday, January 21, 2015 BC CALCO Design Report Build 3272 File'Name: B Duffy_Brown Job Name: Karen Brown-Addition Description: RIDGE r + Address: 204 MorningDrive Specifier, J Madera City, State, Zip: Cotuit, MA Designer: Customer: Brian Duffy/Duffy Construction Company: . Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d R a Completeness and accuracy of input must _ be verified by anyone who would rely on a output as evidence of suitability for • . • ` particular application.Output here based on building code-accepted design -properties and analysis methods. t ' • Installation of BOISE engineered wood u' products must be in accordance with p current Installation Guide and applicable e : building codes.To obtain Installation Guide or ask questions,please call a minimum2" C= 12" (800)232-0788 before installation.\n\nBC b minimum =4" d =24" CALCO,BC FRAMER@,AJSTM, e minimum=.1 ALLJOISTO,BC RIM BOARDTm BCIO, 'BOISE GLULAMTM,SIMPLE FRAMING All TrussLok screws may be,installed from one-side of multiple ply VERSA-LAM beams. r SYSTEMO,VERSA-LAM@,VERSA-RIM All TrussLok screws may be installed from one side of multiply Versa-Lam beams .>.' , PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Member has no side loads. trademarks of Boise Cascade wood Connectors are: FMTSL338 Products L.L.C. c 4, ` � r f �' r l w K�3,• t, Page 2 of 2 ": r M, h� ®Boise cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\RB02 Dry 1,1 span ( No cantilevers 0/12 slope Wednesday, January 21, 2015 BC CALCO Design Report Build 3272 File Name: B Duffy_Brown Job Name: Karen Brown=Addition Description: HEADER Address: 204 Morning Drive, ,Specifier: J Madera City, State, Zip: Cotuit, MA Designer: Customer: Brian Duffy/Duffy Construction - Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 3 09-01-00 BO <. B1 Total Horizontal Product Length 09-01-00,._ ,. Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow :Wind Roof Live BO, 3-1/2" 2,644/0 .5,119/0 B1, 3-1/2" 1,150/0 2,423/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type, Ref. Start End 100% 90% 115%° 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L, 00-00-00 09-01-00 15 30 10-00-00 2 Unf.Area (Ib/ft12) L 00-00-00 09-01-0-0 15 40 05-00-00 3 Reaction from Desi..-. Conc.Pt. (Ibs) L 00-08-00 00-08-00 1,662 3,000 n/a • t Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,886 ft-Ibs. 49.1% 115% 4 K 04-02-13 End Shear 4,513 Ibs 62.1%. 115% 4•' 01-01-00 Total Load Defl. U480 (0.216"-)' 37.50/6 ' n/a " 4* 04-05=09 Live Load Defl. U711_(0.146")' 't. 33.7% n/a 5 04-05-09• Max Defl. 0.216" 21.6% n/a .4 04-05-09 Span/Depth 10.9", n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L^x W) Value Support Member. Material BO Post 3-112"x 3-1/2" 7,763 Ibs n/a 84.5% Unspecified B1 Post 3-1/2"x 3-1/2" 3,572 Ibs n/a 38.9% Unspecified Cautions = For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. ° For roof members with slope (1/2)/12 or'less final design must account for Rain-on-Snow surcharge load. Notes_ Design meets Code minimum;(L'/180)Total load deflection criteria. Design meets Code mini rrium;(U240)'Live load deflection criteria. Design meets'arbitrary(- ")'Maximurn`.total load deflection criteria: Calculations assume,Member is Fully Braced. _Design based on bry,Sbrvice Condition.' Deflections less:than 1/8",vvbre ignored in the results. Fastener Manufacturer:'TrussLok(tm) .Page 1.of 2 i ®Boise cascade Double,1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\RB02 Dry(1 span No cantilevers 1 0/12 slope Wednesday, January 21, 2015 BC CALCO Design Report Build 3272 :' File Name: B Duffy_Brown Job Name: Karen Brown-Addition Description: HEADER Address: 204 Morning Drive Specifier: J Madera City, State, Zip: Cotuit, MA `` r Designer: Customer: Brian Duffy%Duffy Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection-Diagram Disclosure �{ b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design f, H' properties and analysis methods. • --• • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 5-1/2" (800)232-0788 before installation.\n\nBC b minimum =4" d =24 CALCO,BC FRAMERO,AJSTM, e minimum — 1" ALLJOISTO,BC RIM BOARDT"" BCIO, BOISE GLULAMTM,SIMPLE FRAMING R SYSTEM@,VERSA-LAM@,VERSA-RIM Calculated Side Load = 275.0 Ib/ft PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are Connection design assumes point load is top-loaded. For connection design of side-loaded trademarks of Boise Cascade wood point loads, please consult a technical representative or'professional of Record: Products L.L.C. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL338 , ,.w .x Page 2 of 2 -� Town o Barnstable �. 4. kegu atory Services � rush. v�` xass /a �rri •:Sc.�li,xliu'�iar J 13ui1din Uivision 7iom Perry,Redding C'wrnmissioner 200 Maia SMut,Hymis,MA 0260I , s•ww.fo�vyrLxrnstable.�iia_us ` Office. '503-862-4033 �'aK; S08--796-6:•L30 . ..a ... r ?I•Operty Owner Must Gmiplete ao-d Sign.This Sec6o t_ . ,ow-act of l.hc subject.propertj= - r . iris bcl:�i, in matters rely rifle to`= 6rk- ar-hoilzed.b d:is LILIALIiUV r t � �lu.:a.uori { ): (Address of job) ,fool felluS and al-m7ns are-tbc m ponsib itv fry,Lh4,apptcam.. Pools are not to b,a Old or wbliaed isefote Imco S 'Li75ta Alt d a l-d alb fill,- insp.et;tions al-c per f ornicd aqd accgtcd. Si&natwe.,-)i ovmei. Si,. _ _Of. lit i�aYl1r C?t� Yt l --D, 'Print Nim.c Yrint. ra�[1_ hr bats+ (1 0. BACK ELEVATION TOWN OF -BARNSTABLE °1'i) .` Via;° f! +s Addition " ROOF TIMBERLINE HD 50 YR * ICE &WATER 5HEILD _ *50#TAR PAPER ,m « RIDGE VENT f) V.1Caf0P�! " PVC 1X4 WINDOW TRIM EXISTING ROOF 12 L8 * PVC 1 X 5 CORNER BOARDS ' "WHITE CEDAR R&R CLEAR 5" EXP. ADDITION *HOUSE WRAP rim ® EXISTING WINDOW/DOOR SCHEDULE A A HOU5E W A. WINDO5, FELLA DOUBLE HUNG B 29"X53", B. DOOR, FELLA 5LIDER 11 '<"X81 EXISTING HOUSE 2� C. FIXED FRAME ARCHED FELLA-11 X"X23 X"X10', s°a D. WINDOWS, PELLA 3 WIDE 'DOUBLE HUNG bl"X53" FOUNDATION 5' 7'4 E. ENTERY DOOR 3'1 %"X81 EXISTING FOUNDATION - FROST - !! ALL - 4' SMOKE DETECTORS,REVIEWED @A*F6 B 11LC'wG DEPT. DATE IMPQRTANT FIRE DEPARTMENT pgTE ANY CONSTRUCTION THAT INCREASES LIVING SPACE BOTH SIGNArUREs ARE Ra~QUI ED FOR PERi41r1TING BEYOND 1200 SQ. FT, PER LEVEL MAY REQUIRE THE e INSTALLATION OF ADDITIONAL SMOKE DETECTORS. NOTE: A SEPARATE PERMIT IS REQUIRED.FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL ..................................................................................... : PERMIT QQES NOT SATISFY THIS REQUIREMENT. PROJECTADDRE95: ? Duffy Construction Karen Braun PO BOX 365 204 Mooring Drive Cotuit MA Cummaquid MAC 02631 1/4" = 1.65' � 508-362=3939 NEST ELEVATION * ROOF TIMBERLINE HD 50 YR _ m * ICE &WATER 5HE1LD _ *50#TAR PAPER " RIDGE VENT s ROOF " PVC 1X4 WINDOW TRIM * PVC 1X5 DOOR TRIM 18'10" " PVC 1X5 CORNER BOARDS - EXI5TING HOU5E - " PVC 1X6 FREEZE BOARD *WHITE CEDAR R&R CLEAR 5" EXP. PROPOSED DECK E *HOU5E WRAP D DECK *AZEK DECKING FASTENED W CLIP5 * PT RAILINGS 5Y5TEM w *4 X 4 RAILING P05T5 ADDITION * PT BALLI5TER5 4"O.G • 2'4 * 12" 50NA TUBES 4' BELOW GRADE *4 X 6 PT P05T5 W/METAL . . CONNECTORS 13'6 EXI5TING *2X10 PT JO15T FOUNDATION 5' FOUNDATION *2X10 LEDGER. *LAG 5GREW5 WITH WA51-IER5` . I 13"O.C. .................................................................................................................................... , PROJECT ADDRE55: Duffy Construction BROWN, KAREN Po BOX 365 204 CO UIOrRAING OR GUmmaq uid MAC 02637 1/4" = 1.65' 508-362-3939 m a . EA5T ELEVATION r OF_TIMBERLINE'HD 50 YR * ICE &WATER SHEILD *'50#TAR PAPER . *,RIDGE VENT PVC 1X4 WINDOiN TRIM r ROOF *PVC 1X5 DOOR TRIM " PYG°1X5 CORNER<.BOARDS r - ' PVC.1 X6'FREEZE BOARD *kNHITE'.GEDAR.R&R CLEAR 5" EXP. * HOUSE WRAP E 3, D 13'4"X24'�PT,D GK 2 13'4"X24 DECK AZ EXISTING y dft * D EK DECKING FASTENE YV CLIPS a AADITION 8�- 5GRE1N5 r, *. PT RAILINGS SYSTEM *4 X 4 RAILING POSTS_ * PT `'BALUSTERS 0G 12"50NA TUBES 4' BELOW GRAD 930 *4,X 6 PT POSTS kV,METAL G h a NEGTORS EXI5TING WALK OUT 1D PT JOIST 5� *2X10 LEDGER_ �, LA R fi 3"OG- 1 . PR05T'WALL' 41 r , Duffy Construction PROJECT ADDRE55: PO BOX 368 BROWN, KAREN 204 MOORING OR Gummaquld MA 02631 GOTUIT MA 1l4"= 1.65' 508-362-3939 Page 4 PROP05ED FLOOR PLAN 241. PROPOSED DECK d - Clf) .. IT asaoN emwx 21 . T 4'-0" 2'-6` ;D 2'61-->j---4-4° i � I OV FAMILY ROOM PROPOSED i 2L IL N It 20' 1 I Q _ { UP DECK) m _ T-11" "x T-11 — a�-s ire° a�-o srs• —h 2-LYL 1 % X" 7 '4" ki. M k1 M hi } 7I� 20' f i PROJECT ADDRE55: : Duffy Construction BROWN, KAREN PO Box 368 204 coTuooM�r;G DR. Cummaquid MAC 02631 508-362-3g3q Page 5 EXI5TINO 1ST FLOOR PLAN n PROPOSED 15T FLOOR PLAN 24' PROPOSED DECK PROP05ED DECK Q • -.LY ROOf.1 PROP- PROP05ED ADDITION 20' UP DECK' � cv) 3'd 1'z3'•11 reirc' axc-a- sox 2I LVL 1%!;;Y-BEAM s I a � aroHEN :BATHROOM ' i BEDROOM GARAGE -x• b iv BREEZE-LIVING •• , .SMOKE J � v EXI5TING HOU5E LIVING I I 2 BEDROOM I ) PORCH I I ` p 5MOKE&CARBON 5A5EMENT LEVEL .......................................................... PROJECT ADDRESS: DU Construction BROWN, KAREN PO"BOX 368' 204 MOORING DR GOTUIT MA Gummaquid MA 02631 506-362-3g3q Page 6 EXI5TIN6 2nd FLOOR OPEN LOFT r ATTIC ;OPEN LOFT' ATTIC • s r . t Duffy Construction PROJECT ADDRE55: BROWN, KAREN PO BOX 36S 204 MOORING DR GOTUIT MA Cummaquid MA 02631 508-362-3g3q l r PROPOSED ADDITION FOUNDATION PLAN o� n *-2'4" WALL ELEVATION FROM TOP OF EXISTING 8" FOUNDATION. * 8" WALL WITH 5' OVER ALL HEIGHT FROM FOOTING. - - - - - - - - - - - - .?` r - - - - - - - - - - - I ` I I IN DOOR CUTOUT i ` I 4" CONC RETE FLOOR }�y I 4'FROSTWALL14, _ * -2W'-WALL ELEVATION' Cl) `. I * -4'10" WALL ELEVATION FROM -TOP OF EXISTING 8" I I ROPOSE FOUNDATIO = I ='; I FROM .TOP OF`EXISTING 8" FOUNDATION. { t N I I FOUNDATION O N * 8" WALL WITH 5' OVER. I 'y I FOOTI G PAD WITH LOLLY -1 " LO I I * 8" WALL`WITH 30" OVERALL ALL HEIGHT FROM 1 :` I I .. I HEIGHT FROM FOOTING. FOOTING. MATCHING EXISTING KNEE 5/8 FOU N DATION BOLTS ra°oc I .�- I WALL. x I TH OUGH-OUT 61 •� Lam.. .<. ) 20' EXISTING BASEM E-NT - ................................................................................................................................................... Duffy Construction PROJECT ADDRE55: h0 BOX 368 BROWN, KAREN 204 MOORIN& OR Gummaquid MA 02631 GOTUIT MA 506-362-3g3q Page 8 FLOOR FRAMING='LAYOUT 24' HURRICANE CLIP.5 2-2X10 PT_ ;. . - 2,1 1 RI IN5A 2- 2X10 PT 1 Q P 10, 5 13 6,X:'1,4' PI C ECK JOIST HAN04R PT LEDGER FASTENED W/%" LAG 5CREW5&WA5HER5 13" 2 0 L ED& 2 1 T L R ox. IN STAGGERED PATTERN 2" AWAY FROM LEDGER EDGES W.J015T.HANGER5 � •.o J 16 14' 20' J 2 L RJ I T 16" o.c 4X4 DECK _ F 2X10 PT J015T 16"o.c. I 4' COLUMNS 2X10 `JOIST HANGER 6' `PT LEDGER ATTACHED f W/ %"LAG 5GREW5 41 OIST HANGER5 ` `2X12 PT 5TRINGER5 `AZEK DECKING I EXISTING HOUSE Duffy Construction —' PO Box 368 PROJECT ADDRE55: BROWN, KARRING O 204 MOORING DR Cummaq uid MA 026311 . � � COTUIT MA �0V-362-393q .........................:..........................................:............................................................... ROOF LAYOUT Page q I 20" 2Xb OUT5IDE WALLS EBB 4'0..0: 41, 20" K :— 2017 3 '- Existing House 2X12 KD h Existing Houses' RIDGE Duffy Construction FEPROJECTADDRE55: P0' Box 36bAREN Gumma uid MAs 02631 ING ORQA 1/4„_ 5OS'362-3939 - 1.0 ............................................................................................:............................................. Page 10 FRAME GABLE VIEW vc RIDGE LYL"e4MI-ffr 12 2X4 COLLAR TIES *�� ' L� j" 1 * RIDGE LYL 1 34"X11 -7/8" * RAFTER 2X10 `ul ' *COLLAR TIES 2X4 �� # Iio *2X8 CEILING JOIST, . VAULTED CEILING ti *CHANNEL VENTING j f t' •; \�\� * R36 INSULATION o * 1Xb WIND BLOCKING 2X10 HEADER {s % COX ROOF PANEL 1 1 .i \. NAILING 4 EDGEl12 FEILD RO 12"x108 k"V * ICE & WATER 5HEILD 2X8 HEADER 2X8 HEADER *50#TAR PAPER Ro 29 kss Y. ROOF ASPHALT 50 YR •`' fi *2Xb OUTSIDE WALL5 2X10 FLOOR JOISTS I ► * DOUBLE 2X6 PLATE I 2Xb PT 51L" 51L SEAL -' , * 1 X b PVC CORNER BOARDS % GDX WALL PANEL VERTICAL, NAILING 4" 2X10 FLOOR JOIST 030INSULATION EDGE/12" FIELD 24" * HOUSE WRAP u 1;IDE : WHITE CEDAR R&R CLEAR 8"CONCRETE WALL 4 h Duffy Construction PROJECT ADDRESS BROWN, KAREN - PO BOX 3bb 204 MOORING DR Cumma uid MA 02631 COTUIT MA Q • � 508-362-3939 Page 11 FRAME LAYOUT n 2X12 KD ' I s F t 3# ' T }� E �� `� � � ! 1 +! Af RIDGE LVL: 1 X"X11 1/8" ILA pt}� ' ' s; `•f I �' ' RAFTER 2X10 — 'COLLAR TIES 2X4 t s ; ,. ,, 1. ► 1.. t `. 2X10'WEADER '2X8 CEILING JOIST, VAULTED CEILING # ' RO 61 %"X53 %" ". 7,4„ 'CHANNEL VENTING t T I E. �JAI ` R38 INSULATION r `' 1 5 L T, ` ;t • 1X6 WIND BLOCKINGI II ! COX ROOF PANEL NAILING 4" EDGE/12"FEILO ' ICE&WATER 5HEILD '50#TAR PAPER ROOF ASPHALT 50 YR '2X6 OUTSIDE WALLS r 2X10 FLOOR JOIST R30 FLOOR IN5ULr4T10N ! 1.01, '2X10 FLOOR J015T5 'R-38 INSULATION E ( I ' DOUBLE 2X6 PLATE 4 RO �l OJTIIE. I 7,4„ - 29 Y4" 3�. L>; .. RO •2X6 PT 51L W/51L SEAL ! l ' 1 X 6 PVC CORNER BOARDS I i i I` "`j"}1 38 Y"X82 Y'' COX WALL PANEL F ij,: t ,� . I 2-2X6 RT 51 VERTICAL, NAILING 4" EDGE/12". = i. t #.t W!51LE AL FIELD 'HOUSE WRAP 2-,2Xb PT 51L W/.51L SEAL._ I FOUNOATI N 'WHITE CEDAR R&R CLEAR 5" EXP. FOUNDATION Duffy Construction PROJECT ADDRE55: € Po Box 368 Boa°Moo MOORING oR ' Gummaquld MA 02631 GOTUIT MA SOS-362-3g39 - 1/4" = 1.65' ............................. GROSS -SECTION INSULATION, 8Al2 Page 12 %"GDX Roof Sheathing 15 LB Tar Paper Ice and iNater Shield Ridge Vent �. fs, ��, Architectural A�sphalt Roof � f. LVL 1 %"X11 1/6" End Bay Blocking ,,%"` %'� 2X8 Rafters 16"o.c. Channel Venting 2X4 Collar Tie 16" o.c. R-36 In 2X8 Ceiling Joist " f' U U U _ Strapping -� 5/8" Blueboard wl skim coat Wind Block. \ � Drip Edge �y= Hurricane Clips 2X6 Double Plate 2X8 Triple Header , Soffit Vent f_ .i .2Xb Exterior 1Nalls ` TV . . f '%Z GDX Sheathing V rtical } 15 LB Felt paper, window,`trim -,t House Wrap -White Cedar Shingles R&R 5" exp ! R-21 Insulation R-30 Insulation -017 ' 2X6 Exterior wall -.._... _._....__...___...._ _. . 2-4" R-21Insulation i I 2X6 PT sill ud sill-seal , Duffy Construction PROJECT ADDRESS: PO BOX 365 BROWN, KAREN 204 MOORING DR Cummaquld MA 0263'17 COTUIT MA ` t a RAILING DETAIL ., Page 13 t 13,4„ 2X4 RAILING K 2X6 CAP 04 POST AZEK DECKING, FASTENED 4y . MLIP SYSTEM X # iti. .2X10 PT 16 o.co._ , LEDGER %"LAG 50REYV5 2 2X12 PT YV/YVASHERS 16"o.c. & 13" H �� GARRIGE BOLTS POST CONNECTORS' r POST ANCHOR CONNECTORS . I Duffy Construction PROJECT ADDRESS: PO BOX 365 204OMOO NG DRIVE r. . Gummy uid MAc 02631 GOTUIT MA - • - 508-362-3g39 A es sor's map and lot numb ... QyoFTNETo�y Sewage Permit number � SEPTIC SYSTE House number .........................................: .. ..... INSTALLED Mi C 1 WITH 11T�. 2639.Ar- TOWN ' OF B A R N:S T IOVICREGULATIONS BUILDING INSPECTOR APPLICATION FOR PERMIT TO .......... .. ....... ..... .... .... TYPE OF CONSTRUCTION ...� .. �-�r'.... ............ ............. ..................................................... ... - 1 ......19........ TO THE INSPECTOR OF BUILDINGS: The undersigned herebyapplies for a permit according to the followiing,yinnformation: Location . .� . .ele...... a�`..t ....... ...........:.....:........:... ProposedUse .... ..... .............. . ......................................... ........... ........................................................I......................... Zoning District ...... ................................................Fire District Name of Owner .r.�/P :.�� ...�... .... ...Address ....J. 1 Nameof Builder 1` ..... 1r4 ....................Address .. '. ........................................................... Name of Architect .....................................Address ........................... Number of Rooms ..........1 ......................................Foundation ,. ..... Exterior .:f '. ..... :. ..... ......Roofing ... .... ....................................... Floors . ..... ..................Interior ..... r�Fieati'ng�.�.....r..!.,'(�,,� :.. ..---.:.. ::. .:..:rPlumbing :-.::.. ! ':: " ................................... &zle Fireplace ..:...............................................................................Approximate Cost P�y y............ . Definitive Plan Approved by Planning Board ___ _____ _________19,7�_. Area Diagram of Lot and Building with Dimensions Fee � i ................... ... ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH � Q -� -7 k-/-7 7 3� ' N19�- �` f r I :hereby agree to conform to all the Rules and Regulations of the Town of Barnsta regarding the above construction. 6 Name - . ...... ............... .................................................... CEDAR ACRES REALTY TRUST r. . a .... Permit for ...P419...S.t-4XY......... Single Family„Dwelling Location ..Lo.t...95,....#.2.Q4...Maoxing...D.:ive .................Cattl t.............................................. Owner ...Cedar AgXMs..Bea,It . T.rust r Type of Construction .FXAMe............................ .........r .................................................................. ./ •' „ ! { r Plot ............. Lot ................................ r Permit Granted ..........July...2.y............1980 Date of Inspection ......19 I ' 1 Date Completed ......19 PERMIT REFUSED ° .......................................... .................. .19 .............. .A..... . ................................................. I �l .......... . ..... . .. 9A............................................i �' ' • f - / + '. 0 �....... .{Tf. . . ;y. ..................................... ..A.. . �.. ..# . .......................................... g t 0 -1 A � r Apprq�ed ..t '1r) t:: .............................. 19 ....... ...� ..... ........................................... ..;.,.D.. . .4. ................................................................................ 10*THE Sewage Permit number ..L;�),4��? BUILDING INSPECTOR TYPE OF CONSTRUCTION TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit 69ccording to the following information: Zoning District ........................................................................Fire District ..........1AW4 Add Name of Builder ....................Address ..r:54/� .......................................... Exlerior ...................Roofing ... J&4�4............................... Definitive Plan Approved by Planning Board ---------19 SUBJECT TO APPROVAL OF BOARD OF HEALTH ` | hereby ognsa to conform to all the Rules and Regulations of the Town of Barnstable regarding the above � construction. � � Nome . ----------'—~ ) , CEDAR ACRES REALTY TRIJST A=24-114 No 223.1.5.... Permit for ...QXIQ..�$t.Q)�Y......... Single Family Dwelling ............................................................................... Location ..L.ot....9.5.......#.2.0.4...Mo.ori.ng...Dr... .. .... . .. .. .. . .. ..... ....... ..... .... Cotuit ............................................................................... Owner Cedar Acres Realty... ............................................. Type of Construction ......................................... ............................................. ................................. Plot ............................ Lot ................................ Permit Granted ....�Tqjy... ................19 80 Date of Insp6ction ....................................19 Date CompleteEl----�/..........................19 PER 'IT REFUSED ................................................................ 19 4PER .......................... .......................... ............... ... ............................. ........ .... . ...... . ........... (J....................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... i TOWN OF BARNSTABLE Permit No. ----------_------------------ Building Inspector sau:*.n Cash ------------------------- (; OCCUPANCY PERMIT Bond No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date 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. ...................................................... 19......_ _ .........................................................................................................._...... Building Inspector I 1a ?T6,6 Ti .GOT 9 S 2C��dU e� 0 0 ° 0 \0 0° 0 t o 3 a I +t L PLAN SHOWING FOUNDATI-ON _ L-OCATION COTUI T, MASSACHUSE TT S Q Y OWNED BY �-C L7i9,�.' .gc,r26S 12c:a�,Tf' T�uJ'7' SCALE : DATE: SUA/E /C, lggd NORMAN GROSSMAN----- — REGISTERED LAND SURVEYOR I HEREBY CERTIFY THAT THIS FOUNDATION IS LOCATED ON 7IHE LOT AS SHOWN AND CONFORMS TO THE TOWN OF BARNSTABLE ZONING REGULATIONS REGARDING SETBACKS FROM STREET LINES AND LOT LINES . NORMAN GROSSMAN R.L. S. DATE i •--�_ _. �-� I i NO ONA N ASSOCIATES September 29, 2003 To whom it may concern: Please be advised that Mr. Leo T.Noonan is currently operating a real estate office known as Noonan Associates, on a semi-retired basis. He has a Broker's license and is allowed to practice anywhere in the state and is fully licensed by the Commonwealth. His operation consists of absolutely no visits to his home and his method consists of mainly phone calls to select clients or other available electronic means. Previous to this,he spent 25 years working in real estate,principally located in Brockton but also throughout New England. Presently he picks his clients on a selective basis so as not to interfere with his semi- retirement. He then sells the properties to one of his accounts or, depending on the property,may take it for his own investment portfolio. �10 I trust this brief note will satisfy the requirements that you desired. Sincerely, L o ZT.:N:o-oZ NOONAN ASSOCIATES 204 Mooring Drive. ; `Cotuit, Massachusetts 02635-2633 Tel: 508-420-5589 727 North Montello Street • Brockton, Massachusetts 02401 Tel: 508-588-7834 Fax: 508-583-4477 f., >.. TOWN OF BARNSTABLE 6 - BUILDING DEPARTMENT COMPLAINT/INQUIRY REPORT v "w D e Rec'd B ,Assessor's No ast Name ��97 C+�/) First Name C_ ,eISTGIs ORIGINATOR Street NJ /NG ,002OSS Vil a e State Zi 3M/ 16"WAAl O 1,76/ ele hone: Home Work . esc i tion: v COMPLAINT Z,�, ��� l 1pf=A Li/INQUIRY ------------ Requester's Signature COMPLAINT Street Address LOCATION OFFICE USE ONLY INSPECTOR'S ate Z ACTION/ In ecto COMMENTS FOLLOW-Up ACTION ' _ADDITIONAL INFO. ATTACHED COPY DISTRZBUTIONs WHiTE DEPARTMENT FILE YELLOW PINK INSPECTOR INSPECTOR ' i (RETURN TO OFF4,CS MGR. j NSBC3 4 11?-4t 7 000.611., DRIVE C'�y 0.,? TO 1;3 2 --M.AlLING AVVRE5`�ln�'---------- IP c A 71 117 6-10 Y'R loo 0 T E 1113LAY, .36(fil"Th' A N A P AREA 711 BC jvj 1-ITC?10000 NOIE31LE, DONNA R S,P I i S fli T.1 7 file 2� 1-64 NOOP-11-16, DRIVE .46- 60 FTJ 1080 COITOIT MA 0263-5 Aye I I 1318('A EyBillf.930 0 2--,*.7 CfDN SIT 7 LAND iMP !8A00 OTHER ----LEGAL DESCRIPTION---- TRUE 19.7 107500 REA CLASO-3i FIED #LAND 1 29,100 ASD LF-O 29100 ASO IPF 78400 ASD OTH #BLDG(S)—CARD-1 78�400 DESCRfPTjON TAX YR CURRENT EXEMPT TAXABLE #PF'-', 204 MOORING VR TAX EXEMPT #DL. I�OT 95 REcrDENT'r 167500 107500 #RR 1040 010:5 OPEN SPACE COMMERCIAL N V US'TRIA L EXEMPITION-11 SA L E 7 0 0/0() P RI C E OR.BJ318211171 AFD.j L.A.5-7 ACT.TVITY !�C-OC119TES 6,TO>( 4�50(D �57c� Th e Town w f o Barn. stable 1 '"" M STAIL ' Inspection Department ��0� /670. �d - �6X►+PIN 367 Main Street, Hyannis, MA;02601 508 790-6227 Joseph D.DaLuz i 4 Building Commissioner s May 28, 1992 Mr. . Christos:.Papad"ellis P. .0. Box .1236 r Framingham, MA 01701 RE: 204 Mooring Dr ve, ,Cotuit A=024 114 Dear Mr. Papadellis: x Your complaint re the condition of the property located at 204 Mooring Drive, Cotuit, has been referred to the Health Department for disposition. I was able :to obtain the address of the Mortgage Company holding .,the mortgage on the property and I have given the information to the Health Department. If I may be of any further assistance please contact the office. Peace, Jse7p D. Da u Building Commissioner JDD/gr a is cc: Health Department �y. t u {