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HomeMy WebLinkAbout0090 SUOMI ROAD 90 ,Suom-T oqos9z5 IMPORTANT MESSAGE . FOR DATE-- // � TIME P.M.' 9L A M /TG'L i !' l� J e. OF - CELL PHONE/ TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN ' A WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE SIGNED TOWXOF BARNSTABLE BUILDING PERMIT APPLICATION t Map "` Parcel o g Application #. /W Health Division Date Issued 7 9 Conservation Division ' G Application Fee Planning Dept. 01 �� �Q/ Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ HyanMis Project Street Address Village Owner ll�' I r� �y Address Telephone /,, Permit Request �9Cv � <� z }( Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation c_�(;j Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NaME��' Telephone Number Address `�� C -����=� License # Home Improvement Contractor# 9,3 Email ® C�`18, � Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING O THIS PROJECT WILL BE TAKEN TO �� SIGNATU E DATE a FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER rtiA ti DATE OF INSPECTION: FOUNDATION FRAME I/Vi/o PF,eA 0K INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINALBUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ACORO® CER'TIFIGATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER'OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THS16 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES ,NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT United Insurance Agency, Inc. . P64nl,19 199 Main Street (508) .759-6595 FAX E-MaL Nu: (508) '759-3822 P.O. Box 1013 ADDRESS: Buzzards Bay, MA 02532 INSURE S AFFORDING COVERAGE NAIC# INSURED INSURERA:Atlantic Casualty John Mackenzie INSURERB:Travelers Indemnit 248 Camp Street INsuRERc: ! L 1 INSURERD: West Yarmouth, MA 02673 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED.BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO TALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. "INSR ADDL SUB" POLICY EFF "POLICY EXP LTR TYPE OF INSURANCE IN POLICY NUMBER M/DD/Y MMLIC YYYY A GENERAL LIABILITY LIMITS L117002318 9/23/16 9/23/17 EACH OCCURRENCE $' 11000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 100 000 CLAIMS-MADE OCCUR MED EXP(Arty one person) $ 5 000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2 OOO OOO GEN'L AGGREGATE LIMIT APPLIES PER POLICY PRO- LOC < PRODUCTS-COMP/OPAGG $ 2 000 OOO AUTOMOBILE LIABILITY - $ OMBIN D 1 LELIMIT - ANY A UTO a accident g ALLOWNED SCHEDULED BODILYINJURY(Perperson) $ AUTOS AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED AUTOS PROPERTY DAMAGE $ er accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ . EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ B WORKERS COMPENSATION $. AND EMPLOYERS'LIABILITY Y/N 6HM0632289116 9/24/16 9/24/17 X WCSTATU- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICE RIME CLIDED? N/A E.L.EACH ACODENT $ 100,000(Mandatory in NH) Ifyes,describe.under E.L.DISEASE-EA EMPLOYEE $ 100,006 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 5OO OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is regui red) Carpentry Workers Compensation Policy does. not include coverage for John Mackenzie � I 1 CERTIFICATE HOLDER CANCELLATION j ` _ I i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED.,IN John Mackenzie ACCORDANCE WITH THE POLICY PROVISIONS. 248 Camp St L1 AUTHORIZED REPRESENTATIVE West Yarmouth, MA 02673 Kris Dexter ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-.Mail:-dij on55@ hotmail.com � l�dividua e`•seOVeF t • -t ®f Massachusetts Department of Public Safety --Supervisor Board of Building Regulations and Standards -onstruction Sup :Zestricted to: s of any use group which contain License: CS-085363 Jnrestncted-Building Construction Supervisor less than 35,000 cubic feet(991 cubic meters)of gyp. a enclosed space. JOHN-A MACKENZIE 248 CAMP ST.L-1 �� < WEST YARMOUTH MA._�02.673`. possess a current edition of the Massachusetts �� �rLra• Expiration: Failure top /Commissio er 01/03/2019 State Building Code is cause for revocation of this license. DPS Licensing information visit:WWW. MASS.GOVIDPS If William E. Collette Jr. 90 Suomi Road Hyannis, Ma. 02601 v 5/30/17 I William E. Collette Jr. of 90 Suomi Road, Hyannis, Ma.02601, hereby grant to John A. Mackenzie as my agent/contractor the right to represent'me in all matters relating to permits and plans for my proposed addition to my garage. William E. Collette r. 5/30/17 Can this day of 20LI,. I certify that the (preceding) (following) (attached) docuuien 's a true, exact. complete mid unaltered copy made by nie of t LS4 t); I ub-vim C,a t (description of the document), presented to me by cc J (official signature and seal of notary) E1!SBge�� o. q x3n ��8f��oegEadaitEZ91G€aO�,`a``` I t I TTie Corrirttorriveakh of-Massadiusetts. Deparaffeuitcr•,1'rrc aY&ia1Accrderrts Office afhrM—, *� ns . 600 Wass agion&reet. Bascon,AM 02.U1 - tV vvmnzasygt rldia Workers' Campens3 an Insurance ATu iL,Bidfdexs/CantractorsMechicigns hmihers Name A,ppHcant Iufarmaf aa. Pleaseprinf 1V F 'biy amP Aadressr Are an employer? eekthe appropriate bum T of project r I_ I ara a employer With 4_ ❑I am a general contractor anc€I F' J (required): employees(full andfor part-time)-* lmve hire�1 fhe sub-conhad= 6. Ides co-linga 2_❑ I am a sole propdetar orpartner- Tisted cnthe,attached sheet`. 7- ❑Remodehug -contractors have ship and have no employees These snb $_ Demolition: ' W ryn, form in any capacity. employees audhate o�cers' 9. ❑Building addition. JNo wpdmrs' Comp.insuntare comp_insurance;.$ 1 ❑Electrical a)r or a 44s regnired] 5_ ❑ We are a corporation and its 3.❑ I aura bomeouner doing ali work oflicars have exercised their iL❑Plumbingrepairs or additions myselt[No wok ' - right of egempfion per MGL I7❑Roof repairs ingurancereTaired]i c.152,§I(4k andwe have no employees.rMo workers' 13.El other comp_insarauce requirM_] •Aayapp1ivu1,chedaboaPImar#alsofMoafthese�onbeiowsltn g8inirwD ceiecompe�satiaupalicginfoemsao� liarowaess Whn sab®dt sbis af5davu ind-trstiag t3cey uerlaing alFvra¢it audtha4hae mtSldQrm frsrtnrcmm�sobmita newaffidarit iadic931IIp Sx,rFi rC-G=RCfM3sztdhedcT1d bootmostattarly raaddif-s]shad shaking the nmneofthesob-contzaD sndstyevrhe&eror not ftseeotitirshne employees.Iftheaubtaatactarsh teemplay-Ees;tfieymnsl pm4-idetheir worken'comp.poligaumser. I acre art errtpfaPCrr fleaf;is prat�iirtg yuorke-rs'cor�resrdiort i�sriranaa,�'or m}*entpTn}�ees .f3elobv is Yfr�paticy curd jQb�sfte fn,jarmritiart f��, � ' ImsuranceCampanylfame: . Policy�or Self-ins.I.ic-Ak Job Site Address �d '' e�L� Cifyl5tateJzip: Attach a copy cif the workers'com3pensationpoR;rdeetaration page(showing the policy number and respiration date). Failnre to secure coverage as required under Section 25A of MGL c-152 can lead to the imposi o' of criminal penalles of a sine up to$UOO:OU and.Far one-yearimprisoumeul5 as well as civil penalties in the form of a STOP WORKL ORDERand a fine of up to$250-00 a day against the violator. Be ad-idsed that a copy of this statement.maybe forwarded to the Office of Itrve±gations IA for insmance-coverage i,m ifrcation- Irfa!'ter y c fJ'rt thepabu andpenaltiesa:fye&r3'ifiattfis mforma€ianpr-aiuTed abara is bare and arrrect phone �� O.OEc cd use ounfy Da trot o-t rr'ta Fur tFt s araQ,err be cerrtEgfeted by arten'ri nfjrcial City or Town.: PermitlLiceuse LssuirrgAn&or4(ci de one).: L Board of fftalth 2.Building Depar6nent 3.Cifyfown Clerk 4.Electrical Fnspectar 5.Phzmbmg Inspector S.Other Contact Person: Phone#: 1 hC,,car_Im��f Geiteral Lanus ebapt�152 req=es all�oY�to p�de�vorke�s'ro��°n far fps employees. Pm�uautiio this stag,an a Iayee is defined as_`°_everypersonia fir service of another�det any co�ract of hire, eprey-g or moplied,oral or wTatEri-" " �p assocrat!art,�rporaft°n Or otbes legal C 1 or anY two or more An Moyer is defined as a .m =tativmof a deceased employer,or the of the foregoing m a3olnt=t ZPr' e,and i a--kT zg fie legal 5 association or other legal entity,eurploying e�loy�- However the receiver or trustee of as indzvidaa�PIP> or the o of the- owner of EL dweIIing hawse having not more than three aparimeots andvvho resides therein, c dWeIImg house of ono er who employs Persons to do maw.=,constrMHM or repair wail on such dwelling house app th ah ereto allnotbecanse of such emplapmentbe deemedto be m employer." or an the gFotmds or bm7dmg M(3L cliaptcr 152,§25C(6)also states 1�-everysfate or local Ilceming agencyshallwithhoIcI•fie issuance or r-en of a license or permit to operate a business or to contract buildings in thr.commonwealth for any applicantwho has notprodnced acceptable evidence of compliance with the insurance coverage regniredf Additionally.M(ff chapinr 152,§25C(2)states�NDRhes the cammonwean nor�y ofits political subdivisions shall enter into any contract for the perfoffian ce ofpublic wm k uatil acceptable evidence of complianccT7hh Ifl m e soza uce-- reT==eELfs of this chapter have been prmcEt-dtn the conixactmg.anboi iyf ,�ppTiranfs ' Please fill o the wow'compensation affidavit con pl�y>by cheskiag ih�boars that apply tD your sifnation and,if necessary,supply sob-coj act s)name(s), addresses)and phone alongwiththffk=tifrca±r(s)of fijnu ce LaOited Liability Companies(L-C)or Lira t Liability Pa-taesships(LIP)withno=3PIDYCes other thin the members or parfneas,are not rimed to carry workers'c"V a satiau ins nce- If an LLC or LLP does have employees,a policy isreunit . B edeadvisedtbAthisaffxdaykmaybesnhmiifedtotheDepa-finentofIudzs�l Accide�for conrmation of fiLg mce coverage Also he sure to sign and date the affidavit_ The affidavit should beretin aed to$e city or town that the application for the permit or license is being rmpLstA not the D r-parbneaf of h2&�al R r-1-;r M:tp Shonldyou have ark►gnesiions rega�g the law or ifyon are regr�ed in obtain a�vozicerc compensation policy,please call the Deparfrneof at the nm abes lis ed belov�. Self-fim=d companies sb ovld enter(heir self-m urnncehceosenumberontheappropriateIme City or Town Officcials r Please be sar-e that the affidavit is cample�and priatedlegiibly. �e Depa:tMenthas provided a space of the bottom Outo fH otd lathe event the Office ofluv��nns has to contactyoaregardmg the applicant ' of the affidavit for y . Please be sure to till.in the perLWHc:ense�.ber which wM be used as a refe mce number In addition,an applicant flat must submit multiple PCaM Hcease applit-aiions m.any given year,need only submit one a$dav indicating torrent Or policy inkrn atian_Ctf ne�'ssny)and under"lob St,-A +-r-e tie applicart sshorld w r "all locati, is (may town)_"A copy'of the affidavitthathas been officially s onped or madced byte city or gown may be provided to the applicant as proofthat a valid affidavit is on file for fd= permits or licenses A new affidavit un st be filled out earls . .I business or commercial vie a license or eonit not related to any year.Where a home owner or erfrzen is obtaining p � _ - affi vit or pert to burn leaves etc.)said person is NOT required toletc this Cie_a dog license would film to thank you m.advanm for your cooperation and should you have any,questions, The Office of Investigations please do nothesitate to givens a caIL The DepartmcnfS address,telephone and fax number= 'F f)DnIMMWMItIE of Massarh Departmmt AQo dent • 6�4 man Stiff �os�onsl�4 E�11� TeL 4 617-727-49W Qxt 4€6 err 1477-MAMAFE Fax#617 72777D Check 1.1 SCOPE Compliance 1.2 APPLICABILITY g2 .......... i�i 1.3 FRAMING CONNECTIONS 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CIVIR 5404.1 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only 3.1 FLOORS Maximum Floor Joist Setbacks Maximum Cantilevered Floor Joists 4.1 WALLS Wall Height Load ........................................................ 1O and Table 5)........................... monLoagbaoUng walls................................................(Fig 1O and Table S)........... --� Wall Stud Spacing ----' .........................................(Fig 1O and Table 5).................... Q` in. 1524^o.c Wall Story Offsets .............................................. .........(Figs 7&8).......................... ................ -_ft :5d ' 4.2 EXTERIOR WN\LLG» Wood Studs Lumdbooring walls..................... ...................................(Table g).............................. -- in. Non-Load ----------------�ab�5>----------»' ��J�����--�� � Gob�EndVVaUBrm�ng` ---'- ;-' -- ---' � Full ............................................(Fig 10................................................................... vvuPAtonFmorLength---------------- 11)..... ....................................... ~ ��VV� Gypsum CeU�gLang� 0fVV8P�d used)------. F� 11)--------------' l����D�VV --- 2x4CnnUnuouuLo�r | B�oe��6ft. o.� ' 0�Q11)-'�'-------. -�-'-.,----- ---- -------' S)----. -'MICHELE �s�e)----' )--------------.--�N�'�__ CUDILO CR STRUCTURAL No 34774 r --- ,NA ` _ | � �~�? . e ( � ���������^ �D �� c����� iZ.i i - LnodbeohngVVa|Conne�iuno~= Lateral (no. of nndnoi|od 16d common nails)..............(Table 7)............................... ............... «�~�' NonLoodbaahng Wall Connections -~ Lateral (nn.ofendnai|ed1Gd common nails)...............(Table 0........................................................ ___� Load Bearing Wall Openings(record largest opening but check all openings for compliance tu Table 0 - --- HoadnrSpona .........................................................(Table 0).................................. ft in. 11'��'� Sill Plate Spans ........................................................(Table 9)...................................ka ft i ' ---- Full Height Studs (no. of studs) ------.----- -----------.~_--�-- ---- Nm+LoodBearing VVo|Openings Vennr ��e�opening b��check oUopenings hxnom�� to --- Header Spans.............................................................(Table 9).................................... �-_in. s12' OiUPlateGpona-.------------------.(Table 9).................................'e E4�_ �� Full Height 8�dn�o. nfo�do -------' ��b� ----- - ' � . ` Exterior Wall ' �����-� ' ' ---- -----'f�-� --- Uphftand Shear Simultaneously, ' Minimum Building Dimension, vv � Nominal Height of Tallest Dpmning' ..------------------------ Sheathing Type---------------.(n�o4)-----------------' EdgeNaUSponng--------��---,-.(Fob� 1Uorno�4��ou -------- � F�� Nail Spacing--------------�ab� 10--------'�-------.^~��i Shear Connection (nmof16d�mmonn�|���No10 ' ----------------.-...�c�r� Percent Full-Height Sheathing.......................(Table 10....................................................���� =�/L 5%Add�nna| Shoo�ing�xVVa||w�hOpening >�8^(Dam�nConcap�)----.' .-. Maximum Building Dimension, L ---' � NomimdH�ghtofT��u Open�"u .'--.----'---------- Sheathing ......................................................- EdgaNnU Spacing.........................................(Table 11 or note 4if leoa ---.---- in. ---' Field Nail Spacing:.........................................(Table 11)................................................. J�& in. Shear Connection(nu. of18d common nails)(Table 11)................................................. � / Percent .......................(Table 11).................................................... �«�� � 5%Additional Sheathing for Wall with Opening >6'8^ (Design Concepts)..................... � Wall Cladding, �-�- Ratedfor Wind Speed?......................I.................... -................ ----^----------------' 5.1 ROOFS ^ `` Roof framing member spans checked? .......................(For Rafters-use AWC Span Tool, see BBRS Website) Roof Overhang .................................... ............... (Figure 10)---'z��� �yomoUerof�nrU3 TmnoorRaftarConne��nootLoodbeorngVVaUu ---- --� ' Proprietary Connectors Uplift---------------'v""='^v----------' tT�,,-�-. Lahe�|---. . . (Tab� 12) ' �lL �� � __________ --------------' � Shear---- . --------.�ab� 12)--------------' , Ridge Strap Connections, i ollar ti s not page 21..... (Table 13)..............................T=_��� Gable Rake Dutlookor......................................... (Figure 2O)..---K[Aft:5 smaller of2' cxU2 Truss or Rafter Connections at Non LoodboahngVVaUo ' Proprietary Connectors Uplift................................................(Table 14)..................... -----'U= -- |b. Lateral (no. of16d common nails)...(Table 14)................. ....................L=_��lb. _ Roof Sheathing Type...................................................(per 780CK8RChao*ers58 and 5Q).................. Roof Sheathing Thickness........................................... -----. ''--' 7�8^VVSP Roof Sham�inQFastening --------------.�a�e2)'��/J»y �., ~�� ---- Noteu � 1. This checklist must be met in its entirety, exduding the specific exception noted in 2,to comply with the requirements of 780CK4R5301.2.1.1 Itnm1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the VVFCK8 110 mph Guide: o. Steel Straps per Figure 5 - � b. 20Gage Straps per Figure 11 � � c. Uplift 8haps per Figure 14 � | d All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 1Oa 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percentfull-height sheathing requirements shown in Tables 1O and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. CUDILO No 34774 � COLLETTE FOUNDATION TRUST APPOINTMENT OF SUCCESSOR TRUSTEE WHEREAS, WILLIAM COLLETTE as Grantor of the Collette Foundation Trust by an instrument dated March 3, 2012,naming James P. Dillon, Jr. as Trustee: i WHEREAS James P. Dillon,Jr.,has resigned as Trustee: NOW THEREFORE, WILLIAM COLLETTE, the Grantor wishes to appoint j himself as the Successor Trustee. j Executed this dad of June 2017. e William Collette { COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS Dated: On this day of June,before me personally appeared William Collette, Grantor of the Collette Foundation Trust,to me known to be the party.executing the foregoing instrument, and he acknowledged before me that it was executed for the purposes set out therein. j Witnes y hand official seal IAI j v Jame's P. D 1 on, Jr. -Notary Pu My Comm sion Expires: 9/10/2021 r i i I i GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. ' 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2' o/c for slab-on-grade construction(i.e.Garage,Basement walkout, etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage cracks c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) I I - a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16".diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes: Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per-750 psi, Fc pat-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and'installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. WIND BLOCKING:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges; attach plywood edges to this blocking 8.Nailing Schedule:.All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than T-0",use 2-2x6;all others per MA State Building Code. TOWN OF B ARNSTABLE p� p` .3 % lit z' •�. s *✓ as r r• t k k ' r R� y; s W h bu � s, access -4Ou"10AW,-u�" bco�� � Pk­61z-c4 Ll 10CAle-? (tom P Town of Barns e Expires 6 months from issue date o anxtvsrnsLZ, e Regulatory Services Fee Thomas F.Geiler, Director, Building Division Torn Perry,CIIO, Building Commissioner 200 Main Street,Hyannis,MA 02601 TOWN www.town.barnstab I c.ma.us Fax: 508-790-6230 'PRE PERMIT APPLICATION RE,SIDE TIAL ONLY // Not Yafid without Red X-Press Iinprint Map/parcel NumberL=t Property Address _esidential Value of Work �� ; Minimum fee of$25.00 for work tinder$6000.00 Owner's Name&Address ��� ��> .a syl f Cie le— e t Contractor's Name__ �� � �� ,� Telephone Number �� Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) f ` orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner . have Worker's Compensation Insurance Insurance Company Name /V,flA� 4/LI.7 Workman's Comp.Policy Copy of Insurance Compliance Certificate roust be on file. Permit.Request(check box) Ej Re-roof(stripping old shingles).411 construction debris will be,taken to �T. �< G ❑Re-roof.(not stripping. Going over, existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) "Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic;Conservation,etc. 'Note: Property Owner must sign property Owner.Letter of Permission. Home Improvement Contractors License is required. SIGNATURE Q:Forms:cxpmtrg Rev ise071405 Page 10of10 The Commonwealth of Massachusetts Department of Industrial Accidents I '+ Office of Investigations 600 Washington Street M 1 o % Boston,MA 02111 ,r www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/El please Print mbers bl Applicant Information Name (Business/OrganizationAndividual): 1(� U L— 2 Z e au Address:-1 City/State/Zip:(� P �y I `� MPr020 S -7 S Phone#: So F y 2$ - l I^l ,Are you an employer?Check the appropriate box: Dtricae roject(required): 1.0 I am a employer with 12— 4• ❑ I am a general contractor and I construction employees(full and/or part-time).* have hired the sub-contractorsodeling listed on the attached sheet x 2.❑ I am a sole proprietor or partner- molition ship and have no employees These sub contractors have working for me in any capacity. workers'comp.insurance. ilding addition[No workers' comp.insurance 5• ❑ We are a corporation and itsctrical repairs or additionsrequired.] officers have exercised theirri ht of exemption per MGL mbing repairs or additionsI am a homeowner doing all work g § ( � of repairsc. 152, 1 4 ,'and we have nomyself.[No workers comp. em to ees. o workers'insurance required.]t P Y ther comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who.submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. IContractors that check this box must attached an additional sheet showing the name of the sub=contractors and their workers'comp.policy information. I ant an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. lnsurance Company Name: t Expiration Date: � Policy#or Self-ins.Lic. p Job Site Address: �� c 1�1__E?11!" � � City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy numb�expirationte). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u�theins and penaltie�o_perjury that the information provided above is true and correct Si ature Date: Phone#: 2 - t-1 official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person- Phone#: r-iu rax berver b/ 11i2o08 12 : 59 : 08 PM PAGE 2/003 Fax Server AfZ0RP-. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DOIYYYY) PRODUCER"(8OO)666-OZ00 FAX (781) 08/11/2009 -261-1TT1 .. THIS CERTIFICATE-IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC - Commercial ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 77 Accord Park Drive HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Unit B1 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Norwell , MA' 02061 INSURERS AFFORDING COVERAGE NAIC# INSURED Paul J Cazeaul t & Sons Inc. -_ INSURER A`. National Union Fire .Ins C_o PA 1031 Main Street INSURER B: 0sterville, MA 02655 INSURER C: INSURER D: INSURER R COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR 0,DD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR NSR DATE MMIDD(YY DATE MMIDDIYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ ns CLAIMS MADE F OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ PCLICY F-l'RO JECT LOC, AUTOMOBILE LIABILITY COMBINED SINGLELIMIT ANY AUTO (Ea accident) $ -ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) - $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC b AUTO ONLY: - qGG $ EXCESS/UMBRELLA LIABILITY - EACH OCCURRENCE $ OCCUR FI CLAIMS MADE - AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND WC009757764 08/10/2009 08/10/2010 X I ORY LAM TS OTH. EMPLOYERS'LIABILrTYER A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 10000 OFFICER/MEMBER EXCLUDED? - If yes,describe under E.L.DISEASE-EA EMPLOYEE b 10000 PROVISIONS belay OTHER - E.L.DISEASE-POLICY LIMIT $ 50000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 030—DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. For Your Information - AUTHORIZED REPRESENTATIVE Ronald Cleaves/REFJ ACORD 25(2001108) ©ACORD CORPORATION 1988 Boar oa u�mgf laoAanan ar s One Ashburton Place = Room 1301 Boston. Massachusetts 02108 Home lmproveiment 1-Contractor Re,istration _- - -- Registration: 103714 Type. Private Corporation PAUL J. CAZEAULT & SONS, IN C Expiration: 7/9/2010 Tr# 269847 Paul Cazeault 1031 MAIN ST OSTERVILL-E, MA 02658 — Update Address and return card. Mark reason for change. :-CA] G 5oon-07/07-Pc8490 � Address. Renewal Employment Lost Card ✓/ze -Uoon�na�s,,,e¢LCf �✓�aa�zcfivaeCl Board of Building Regulations and Standards HOME NPROVEMENT CONTRACTOR License or registration valid for individul use only before the expiration date. If found return to: Registration- 103714 Board of Building Regulations and Standards Fj_ Expirati.on_,.T/9/2010 Tr# 269847 One Ashburton Place Rm 1301 _Type; Private Corporation Boston, Ma. 02108 'AUL J.CAZEAULT&SO`S_ 'aul Cazeault INlassachusetts - Department of Public Safeth 7 Board of Building Regulations and Standards ki—F Construction Supervisor License License: CS 26325 Restricted to: 00 PAULJ CAZEAULT 1031 MAIN ST OSTERVILLE, MA 02655 Expiration: 10/20/2011 ('ununissi mc'r Tr#: 7088 Property Owner Must Complete & Sign This Form If lasing a Roofer ! Builder. as Owner / Agent 1 (print) G� ✓✓J � of the subject property hereby authorizes Paul J. Cazeault & Sons Roofing Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: Address of Job Signature of Owner Mailing Address of Owner Telephone# a -7 ®ate (Please return this form to Cazeault roofing along with your signed contract; It is needed for us to obtain the building permit required.by your town, to complete your roofing project, thank you) fax#508-420-4555 s }� % 7(J� x } �'r.,, cr .I.�„�,� - � ��L� , "°� • z �k' � `-3—j- :�� —i-----+---- -- _ —----- -..i. .._.� .._—��-/=�L•-„` _'`_ -'_ _r-�- — —j----r----��--i— ---- - A , i ' _.� I �.-- -r---- -,---� - -.;--LL---�----`�-- --�__ �_;L.►_ L-►---;------+- i. �� i --2i - --- - ► -! ' �� -- � _ ..L_�_� _�' _' -I_��'�,__ -� i �-- -- �--- _. :. �jJ q .,4 _-._�'.-F----- -.•+..— _.r .-L--.._.L�i �_fr_�.� ._ LL.——_.{_____i_— __ -- '.__ _.�.I— _ _ i S- j _ y. LC/ �`,•.�-�'�•F ..�<, i � � i � I— —� r' i I ( � �� ! 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CURRENT OWNER: COLLETTE FOUNDATION TRUST OVERLAY DISTRICT: WP AJAMES P. DILLON, TRUSTEE — NEST MAIN STREET TITLE REFERENCE: DEED BOOK 26278, PAGE 330 NITROGEN SENSITIVE ZONE: ZONE 11 WEST PLAN REFERENCE: NO RECORD PLAN OF LOCUS FEMA FLOOD ::: S END ZONE DISTRICT: "X", DATED 7/16/14 — \ R❑TARY ASSESSORS MAP: 269 PARCEL: 108 PANEL #25001C0568 J SU❑MI RD, EXISTING LOT SIZE: 15,138f S.F. ZONING DISTRICT: RB HB SETBACKS: EXISTING BUILDING COVERAGE: 1,303f S.F. (8.6%) FRONT 20' 30,0 SIDE 10' PROPOSED BUILDING COVERAGE: 1,523t S.F. (10.0%) REAR 10' 20' MINIMUM" LOT SIZE: 43,560 S.F. 40,000 S.F. LOCUS MAP I CERTIFY TO THE BEST OF MY NOT T❑ SCALE PROFESSIONAL KNOWLEDGE, INFORMATION 1 _ AND BELIEF THAT THE 'LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. HOF ' CRAIG A. c4 n T MAIN STREET '� FIELD I � COMMONWEALTH 1 P uwo OF 47 H MASSA SETTS WEST MAN STREET �� w EASEMENT ' PB 440 48 _ PB 145-125 F PROFESSIONAL LAND SURVEYOR DATE XCE` ' k S7r42,42 E (128' DfEO) I� X-- CERTIFIED . . SHED r � PLOT PLAN PARCEL 108 M UTILITY 5 a POLE ZONE HB 15,138t S.F. / °Q zONE Ra .(0 . p j WITH Cd 5 _ 4329 PROPOSED WEST MAIN STREET Q �'W r��� / (0 PB 301-55 ADDITION EXISTING / �� If ZONE H8 2 EXISTING DWELLING SEPTIC ' l y ZONE B —_ AT SYSTEM / _ 00 � SHED 40S o 46.1' SUOMI ROAD I IN ---- o I HYANNIS (� EXISTING WATER I '� GARAGE GATE 0 I o I No MASSAC H U S E 1 1 S 16.0' I I � w 1102 FENc_N _ o I I SUOMI ROAD (BARNSTABLE COUNTY) PB 213-85 '02"W Co \ I I �'' M ROAD PROPOSED E (13 3 4' `X 7.05' UO BY DEED) 'PSH328-B. ADDITION I X\` k � STONE BOUND FOUNDFF CORNER° J U N E 5, 2017 SUM ROAD LCP 11328-B, SH-2 I I PREPARED FOR: JOHN MacKENZIE JM CUSTOM HOME REMODELING, INC. UPoiE 248 CAMP STREET, L 1 WEST YARMOUTH, MA 02673 DIJON55®HOTMAIL.COM 508-360-8058 BSC 349 Route 28, Unit D West Yarmouth, Massachusetts I 02673 508 778 8919 I ©NOTE: 2017 The BSC Group, Inc. ITHE SEPTIC SYSTEM DEPICTED HEREON IS BASED ON SCALE: 1" = 20' AS-BUILT INFORMATION ON 0 2.5 5 10 Mrs FlLE AT THE BARNSTABLE BOARD OF HEALTH I 0 10 20 40 Fm PROJ. MGR.: CRAIG FIELD FIELD: CRAIG ANROLD CALC./DESIGN: K. HEALY SUpM DRAWN: K. HEALY P�B�l��4oROA0 CHECK: CRAIG FIELD WIDE FILE: 501 21—CPP.DWG; DWG. NO: 6451-01 SHEET 1 OF JOB. NO: 5-0121.00 1