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0098 PINQUICKSET COVE CIRCLE
,-- 7 Pl*aw e' ,,5- - f 1 i LAW OFFICES OF PAUL R. TARDIF, ESQ.) P.C. 490 MAIN STREET YARMOUTH PORT,MA 02675 (508)362-7799, (508)362-7199 fax Paul K Tardif,Esq. Melissa G.MacLeod,Esq. ptardif a,tardiflaw.com www.tardiflaw.com mel.issantardiflaw.com REFER TO FILE NO. —1 - August 21, 2014 Thomas Perry Building Commissioner Town of Barnstable Building Department ,,� 200 Main Street S Hyannis MA 02601 Re:_- 98 Pinquickset-Cove Circle; Cotuit, Massachusetts Dear Tom: ry It was a pleasure meeting with you on August 18; 2014 in order to discuss the ability of my client to claim road--frontag on one o Fu-1161's Marsh-Road,for a potential division of his property listed above. During our conversation;you iiidicated-that-I should attempt to provide you with additional information regarding the status of this way, as well as my client's ability to use Fuller's Marsh Road from its starting point on Pinquickset Cove Circle. As an initial matter, I have attached copies of plans recorded in the Barnstable Registry of Deeds, as well as in the Land Court Division of the Registry. As you can see, Fuller's Marsh Road is clearly denoted on the plans. In addition, the plans depict the way as being 15.feet wide, and appear to straddle boundaries of the properties.over whi&it passes.' I would draw your attention to Land Court Plan No. 34636B, which evidences that my client's property abuts Fuller's Marsh Road. In addition, I have attached a copy of the Land Court Decree of Registration registered in the Land Court Division of the Barnistable County Registry of Deeds as Document 135110, which describes the first Northeasterly call of the "Third Parcel" as being "by Fuller's Marsh Road, about four hundred seventy (470) feet. The second call in that description states "Southeasterly about fifteen(15) feet", which describes the width of Fuller's Marsh Road. As you know, as a general rule, the title of persons who acquire land bounded by a street or way runs to the center line of the way, G. L:c. 1.83, § 58, and carries with it the right to use the-way along its entire length. Goldstein v. Beal, 317 Mass. 750, 755 (1945). Casella v. Sneierson, 325 Mass. 85, 89 (1949). Murphy v. Mart Realty of Brockton, Inc., 348 Mass. 675, 677-678 (1965). The rule is applicable even if the way is not physically in existence, so long as it is contemplated'and sufficiently designated. Ibid. I have attached a copy of Massachusetts General Laws c. 183, § 58 for your review. Page 1 of 2 Letter to Thomas Perry 98 Pinquickset Cove Circle, Cotuit, MA In addition, I have confirmed with the Cotuit Water Department that the water line which supplies my client's property is taken from Fuller's Marsh Road. I have attached an as-built sketch which evidences this fact. Finally, I spoke with a representative of the Fire Department in the village of Cotuit, who confirmed that its fire engines can travel up Fuller's Marsh Road. This confirms my client's assertion that he has witnessed Truck#267 traveling past his house along Fuller's Marsh Road. It is my belief that Fuller's Marsh Road is indeed a way (albeit private) which is not only existing and established, but meets your department's requirement with regard to width and height. I understand that we will still need to establish that it is sufficiently passable for the Planning Board. Please review this information and advise if you are in agreement with me. you for your efforts. Ve Trardii R. Enc Cc: Nicolas Argy, Trustee. Page 2 of 2 Letter to Thomas Perry 98 Pinquickset Cove Circle, Cotuit, MA i r j� J II g \ f n w I r li o L fluu OicKSEi'C.ov� I ' _ / _ I� a 6�CAnTPgIF R64nT¢d otnT4\CT I ma+• svei\JEtreWci co.n.lG. s N—�cac„W rwr rno w.J vws t>�mm�o - \I,J. W P[c4n...xG ¢¢✓L nNo 4'ANu.T �{%' ( 1\1 OF,M<.MPSGAeN,b an-s OE .D,y\¢S ow as n ' qo nrnouo¢o-,o.,P.uP¢y a W 7 I P -UI EF G Q."8 M y,.ae:�e- 6 �s e•4�o?°B r".Inc.ese\z�cl..E cc a ..�._r:eaia p;�b°d:� /..•s` •� ,�hB q;J 'Al b ' -,OLDao, \e� b sa JIF W , /Fts aoeaere:.Hsvlce 7 . •ve4. AAt d/ r I 1 3 4636 e SHEET 2 of 2 - -'... Qh.C.R. ' Allon F. 4 i• crowlOrd i;v o_ el ol. Try RN5S05440f Odh.C.0. \ �A L'o / 1 ee v N 3 J D � h ~ W c v / , a M M 0 a p ivy 1 � DETAIL ro1` ` ql 0• Not to Sco/e, heel w 1 w v ` ,� 150-00,41 e z 5 see Sh o \ Q t I93505s'S0 1" P 0 S53 ./B 54�W I r'159 lB�g►g� a 5a��� N '� 54"E , /o do hhry R' Fos:o,° V p0 Adel.R'� 229.6� �' / Co. is e I i Poy•dP� 10 .� 10�� i✓ l y � +50.0R,B 3 a�`53a9y o2Eose 5555 ti x1 ,k•'R ! �N 4o.n7l o �NPU/CkSET CwER 5650 ' 38.45 /64 . +5 Q.0 Q ti 0� I N5301e'54 f . R_e25G2� o P/NOU/CKSE T COVE O/� CIRCL�- ^ i II h�x .12 ��� 1) S53018 54 W ^ 94.93 / b See sheer -� Y thy gi5. `\ M l �0 - q NO. f 34636 �IIf9T BOOTH RTATlANER e COPY OF DECREE OF REGISTRATION Dated December i,. 1969 Address of Owner W�8•_1T IWtLiwlr� RO�Q � , M�11g1�y� .Ifi�NChtl�otti i NOW Yoft, 11W. York .t- ''cf f •1-rc L'. COMMONWEALTH OF MASSACHUSETTS LAND COURT In the Matter of the Petition of. VINCENT V. R. BOOTH ET AL 7RUSTZSS numbered 314636 after consideration, the Court doth adjudge and decree thatX= j/I1lICffiIT V. R. BOOTH of Wellesley, in the county of xiddlecox, and COINUMMUth of Massachusetts, CRhUM W- BUM Of X& York, in this State of New York, and BOBTOW RM DEPOSIT AND TRUST COMP W# a duly existing cor- poratiaa Cam Farina as ww►1 a of business in Boston, in j the Ca �y of Suffolk asdis>woa>rsalth of Massachusetts, 21"titat" Patitianer an sletiaft, T'liU"W MIR THE WILL OF 4UW L. BWAT, late of B"table, sx iin1vthe County of WaMtMla, and Caslnon+Nalth of Massaohasotts, are the oners in fee ol"lo, e W fit certain parcel OfL land situate in.Barnstable, " in the County of Barnstable and Commonwealth of Massachusetti, bounded and described as follows: FMT PARCEL: 8outhaaste>r3j by the :i►oirtArsstarly Ltna .of-Buts Highway (Route 88), About'fifteen hudrod fifty-oas (1551) fast; Southwesterly by Asios Road, about fourteen hundred ninety-five Norhherly by leead n)ovf or foa rly of FrenklIn M. Gifford, about nine hundred thirty-fie (935) feet; and Northerly and Northeasterly by land now or fornorly of Franklin M. Gifford, eleven hundred eighty-six and 46/100 (1186.46) feet, Being shorn on,Lot.:1 on the pUn hereinafter rAntioned. �. BECORD PARCnl Northerly by 1rf►M now or foruorly of Cotuit Shore.UtaUs. Inc. and`ke end of-Bailey Road,, about twelve hundred fifty-owe (125i).f«tj y I i i '�^Fri;. •----- - --...._. _....__.- ��: Easterly by Lad now or forserljr of H. Oates Lloyd and COtuit Shore Wstetes Ina., five hundred eight (508) feet; Southerly three h=drod (300) feet, and Southeastemy about eight hundred rimy-five (855) feet, by land now or formerly of H. Oates Lloyd] k Southerly by Nantucket Sound; and f Westerly by PoponessOt gay. I Being shown as Lot h on said plan. THIRD PARCBLi Northeasterly by Pullers Marsh Road, about four hundred seventy (470) feet; Southeasterly+ about fifteen (15) feet, and Northeasterly about ten hundred fifty-six (1056) feet, by land nave or forrmerly of Richard W. Lloyd; Southeasterly by Wood Road, about fourteen hundred thirty-five Southerly by andSnoweoriformerly of Lill& E. Walcott reet al, about five hundred twenty-six (526) j Westerly by Pinquickset Cove; Northerly and Northwesterly by a Creek] Northeasterly about one hundred eighty-four, (184). feet, and Northwesterly about fifteen (15) foot, 'by land now or for i serl~y, of Allan.P. Crawrora st al, Tre. Being shown as Lot 3 on said plan. - .All of said boundaries,, .*= pt the iiaton•:.lIMMIS, are doterained by the Court to ,be,located as shorn on a plan `dram by Charles N. SaVoryy :Inc., Surge ore, dated-January 3, 3964, tesber 9, 1963, September 16, l� and October 1, 1969, as modified and approved by the Court, filed in the LandL Registration Office, a copy of Q portion of which will be filed with the original certifi- cats of title issued on tale decree. Said Lot 1 is subJoat •* S'6 seer* (56 ft. 4!), I approximately shown on said plan, for the ereotion, ssaintenance and operation of electric lines for the transmission and distribution supply of electricity, am set rorth in a Stipulation between Vincent V.. R. Booth,: Trustee and Cape a Vineyard.Sleotric Company, filed with I . the papers in 4hi�..eaee on March 28, 1967.' said`.Lot 1_is also sub at to the rights of the nhatiitants o! the Town o! W"h"G to usa os Road approximaately shown on said pUn in carrion With .all those laxtnlfy entitled thereto as set forth in a Stipulation between the Petitioner and The Inhabitants { of Town► of luNme, filed with the papers in this case-on Deeember 139 f3 _ 2 336 I _Is-O!'+� s. the Dublic in the tidm&rorsSold of 2 is NubJect to any. and a21 r1 of ponsaset Bay And Nantucket BMnd. i Lug in Mud Pond shown on sh send LSaid2 is also subj plau. Any rights to rights exist. the public in the tidexaters ofia shown On said plan. J*ct to arty and all rights of QuiCkset COve and the Creek, ing at date of this decree in the Ditch, s said Lot 3 is also Subject on Bald Pis ri exist.. Mood Road $o much Of Lot 3 As Iles within the rights or�allpthosta]a� shoes on said plan, is subject t�tht� of 23' sntitled thereto, in and over the same. use Amos Road There is appurtenant to Mild Lot I (ROute.28) thll on said plan, to and f the right to for all purposes for the State Highway .be used in the Sys are now or MAY entitled thereto of �arnet,►b1•, in'camon w1th.A11 those those lawfully. re use Mood Road, ahownon°° Is appurtenant to said Lot 3 the right to are now or win Pam, for All purposes for which ways on wl �' htheafter be used in the-Town of Hatnstable, ]n - t!a a21 those_to lY antitled thereto. i 3 34636. 1 And the Court doth adjudge and decree that said land be brought under the operation and provisions .of Chapter 185 of the General Laws,and that the title of said FItYC�lp Y. R. DWM, =W= Y. AMET AM WSM /3AFJi REMIT AM 'TRUST R, TituS AS ARAM, to said land be confirmed and registered,subject,however,to any of the eneumbraaces mentioned in Sec- tion forty-six of said Chapter which may be subsistin g;and subject also &t &foretaUa i Witness,ELWOOD H.HETTRICK,Esquire,Judge of the Land Court at Boston,in the('ounty of Suffolk. the first day of December in.the year nineteen htWdred and sixty-nine ,at ten o'clock and r s �0 minutes in the A.0174ioon. to the the Seal of said Court. MAYxARD R. OREGORY r � )MUM Deputy Deputy 'Recorder T ,COPY.Attest with the Seal of said Court �12,"; l !v Deputy Rr i General Laws: CHAPTER 183, Section 58 Page 1 of 1 tit Print i PART II REAL AND PERSONAL PROPERTY AND DOMESTIC RELATIONS _.... ...__.._.. _... _.. ... __ .._... ... TITLE I TITLE TO REAL PROPERTY j CHAPTER 183 ALIENATION OF LAND Section 58 Real estate abutting a way, watercourse, wall, fence, or other monument Section 58. Every instrument passing title to real estate abutting a way, whether public or private, watercourse, wall, fence or other similar linear monument, shall be construed to include any fee interest of the grantor in such way, watercourse or monument, unless (a) the grantor retains other real estate abutting such way, watercourse or monument, in which case, (i) if the retained real estate is on the same side, the division line between the land granted and the land retained shall be continued into such way, watercourse or monument as far as the grantor owns, or (ii) if the retained real estate is on the other side of such way, watercourse or monument between the division lines extended, the title conveyed shall be to the center line of such way, watercourse or monument as far as the grantor owns, or (b) the instrument evidences a different intent by an express exception or reservation and not alone by bounding by a side line. https:Hmalegislature.gov/Laws/GeneralLaws/PartIl/Titlel/Chapterl83/Section58/Print 8/21/2014 ....- j f4 'N;F tc� .. ....._ . ___ tME Town of Barnstable �> *Permit# _ 4 ���� Regulatory Service - Fee 6monthsfrom issue date • BAHxSrABIZ • y �Masa 0� Richard V.Scali,Director Building Diviq'i /p Nov 1 72016 Paul Roma,Building Commis idner 200 Main Street,Hyannis,MA 02601 AISIAb7 LE www.town.barnstable.ma.us Office: 508-862-4038 Fax:'508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address q o l c'L. •� (6o f 4 0 2 Residential Value of Work$ A boa, Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address t` 1t\0 lot 14A nve (_i�c e , C©` 0 c Contractor's Name -�d QC Telephone Number' Z7 r Cp'l Home Improvement Contractor License#(if applicable) ��� Email: Q�©A ©V/dl Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance _ L Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. a i Permit Re Vest(check box) ' t, 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) ❑ Re-side Replacement Windows/doors/sliders.U-Value (maximum.32 #of windows Al 4,reXA 4W 5ef v�e5 Ca.5tw,,A4,9f 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. *"Notes Property Owner must sign Property Owner Letter of Permission. copy of the Home Improvement Contractors License&Construction Supervisors License is equired. SIGNATURE: QAWPHLESTORMS\building permit formsTYPRESS.doC 06/20/16 . � µ T7ie Comrnomveakh grfMasmdrusetls Department of 1'zt -=&iat Acddertds Office ofrMWx69Wi0 s. -600 Washbigion Street - Bastion,41A OZLIJ Y r witnumassgop/ilia Wm Viers' Campensatimn I>zm=ce Affidavit S•mlden/Cantractar&M cianstPhmibers Applicant In farmatio-n Please Pit:Le�lly xame eifgf fuel llc�etc��`�ef �`1' Z6�1CPhon Are YOU an employer?.Check a appropriate bay Type of project{required}- L� I am a etinployer with. 4 ❑I am a general coafmct o r and I employees(fall arrdfor part ftme 6. ❑Ne4v oousixucFia * lrave biredthe sub-contracton .n 2.❑ I am a sale prqpFietor•orpartmz- listed entire attached sheet 'I- ❑RemodeHag shsp and have no employees Them sub-canunactors have & ❑Demolition w watiriag fix me in any capa*. employees aadbave wo&zss' 9..❑BuAcImg acTditioa . . LNo wow mW comp-fimxance C P--"'I required 1 I ❑ We are a corporafi m and its ltl❑Electrical repairs or a duns 3-❑ I mn a homeowner doing all wow officers have exercised fheir 1L❑Plnmbsngrepaiss or additions o wo&me right of esempfion per 14(M v ,�, €� a �,n,��i - c_I52,§1{4h aadwe have no 1�Q�Roofregairs employees.[No trot kern' 13 V 0tfier corm_innzanr a requke&] _ •Aap RW5ctaat4hai cbedaboa fl—sr Rise fi lantth�e sectionbeloa sbzwiug&e rvm&eW compensaboupeTugiaformvuorL , #Rameov uem v6a snb=r this dEdzvt ring they me daing zU vrc*sad&=bi a au;idec=bx tmx=Mst submit a new affidxeft in Mati, sadL ZCasmrscfacs1=cbedtId boot must attscis =- 3flifirm2l shed shovdag the naneof the snb-c�sc6�a and shoewhedher or mat tfiase enfitimbsee ' emplayees.If thp sab-contrattushaveempkye%t5eym=utp=de eir sradEEE52gyp.pokymumber_ I am err ezligI�rrr flies#it:grauiziuzg�vorkcrs'cattrpertsru`,ian utszirarzcs fnr Rr}�empF��ees $eIoty is iaTtR prrlicy a�tri jQb srte . trt,fornxrriratL - • Iaisurance:CompanyName- Paficy 4 or Self-iM Lic- l&pi>afronDafe; Job Tif�Addre= CuylStawzip: Attach a-wpy of the workers°compensation policy declaration page(showing the policy camber and expiration date). Faih m to secure coverage as required under Section 25A of MGL m 15 can lead to the imposition of criminal penalties of a fine up to$1540.00 and!'ar ozie gearimpdsm=wnt,n well as rivil penalties in the foffi of a SWOP WORK ORDERand a fi e of upto$250,00 a day agaitlsE tine violator. Be a&ised that a copy of this statement=ay be forwarded to the Office of Investigations ofttre DIA,fnr i-nsmmm coverage vedficabnn.. I'do tzereby cer -y ra tks paints andpoiab�&rs ofpediu7 titatthe infornzdi np m.m dabatis-true acid carrel Szt3tature_ .Date- f� 1 Djokiat use only. Do swt amity in this area,to be Completed by rdip artan-n&JYk&L City or Town: PermftlT;cense;g Lwming Auflwrity(curie one): L Boaid o-f Health I BuilTing Department 3.QtpTown Clerk 4 Electrical Inspector 5.Plumbing bspector b.Other Comfact Person Phouff#- hiformation and Instructions ►y�ccar]irreett� Laws❑ ept er M re�m aU en3P10Y s to grUVide 'coT�easatton fzs flieTr employees. p �this she,an errrJ7Iaye�is defined ml .eytUpmsonk I ie s¢vice of anoi3�erceder nay coact afhae, express or mxplied,aml or vzb=f ' ' arfn assor,-rattan;corporation or other legal may,or an5't4ro or mare AuIuyer is defined as an mdividnal,p ersbzp, ii<a-oiat ,and inchidmg the legal reprWCM of a deceased employer,or the of fie foregoing engaged J �P�e - recdVrr or trastee;of an mdlvidir per,associe=or ofherlegal entity,employing etaPlnpees. Howevez fhe owner ofa.dweIIinghonsehavingnotmorethanthree aParfinez¢s old-Who residestheaem,orfhe occupant ofthe- dw Mag house of ano$er who employs persons to do mica.cons T"''don or,repair work on salt dweRiag beam or on the groma& or bm-ldmg aPpui�thereto shah nmtbecanse of sack entploym.ent be deemed to be an emPloyen" MM chapter 152,§25C(6)also states that¢every sfafe or local Rcens mg agency shaII wifltliold the issuance or renewal of a license or permit to op crate a business or to contract budding--fa the commonwealth for any applicanfvvho has not-produced acceptable evidence of cnmpfian.ce wifli the incur ance coveirage regain t Additionally.MCZ diEpt2r 152>§25CC7)stems�Neifhcr fhe nor;Ly ofiEs poHtLcal svbE-visions shaIl e'^�'°r inn any contract for the p&#mm.ance ofpublic work unfit acceptable evidence of campiiance file msaraace- ' " requaeme�of this chaptPa have been presentedto the conixa�.g amTio mts'- A-pp4canfs r ' Please f HL Out the woTl=' compensation affidavit completely,by checkiog ffie boxes ffizt apply to Your sitaafron mc�if necessary,supply sob�d s)name(s), addresses)andpbonenumber(s)_alongwithtlieir oertifi'cafe(s)of insorance. y Lfi itedLiabMty Companies(LLC)or United LiabilitParf�ships(LLP)with.no employees outerthan.the members or pm taers,are not regaHrd to cant'workers' compensation.igsarance- If an LLC or 112 does have employees,a.policyisregafird. Beadvised that this affidayitmaybesnbmiimdtolheDepadmentoflndustial Accidents for conffimarion of inst m=coverage. Also he sure to sign and date flee affidavit_ The affidavit should be retuned to 1he city or town that the application for the:peon or license is being requested,not the Dep artmenf of ; LT cLs1 A_ccide�. Should you have nay questions regat3mg the law or ifyou ai a regaaed to obtam a worms' compensationpc)RcLplmsecalltbeDepartmentattizermmbealisted.below. SelfnfionedeomPanie$sbouIde rtjieir self-i sara„ce license number on the approp�Ire. City or Town Officials Please be sure that the affidavit is complete andpri tealegibly. 'Ihe Departmemthas provided a space at the bo-U"' of the affidavit for you to fM out in fie event the Office of1avestigati=has to coact youregardmg the applicant- e be sere m fr7l in the e�id/Iiceose Tarbes which.vM be used as a reference umber. In-addition,an applicant Pleas P _ cm Tent that must submit muht plo pe=lhcros5 aPPlir aiians in nay even year;need only submit one aiidaa IDd1CatIDg p olicy infarrnation Cif neces��*y)and under`rjob Site A-dd_rPss"tie applic�should write"aIL IGcatiLns in (may or _ town)-"A copy of the affidavit that has been-officially s am3ped or marled by fire city or tnwn may be provided to fine " applicant as proof'that a valid affidavit is on file fAr future pamtits or licenses A newaffidavit must be filled out each year.Whe=a home owner or citizen.is obtaiIImg a licrose or permit not related to any business or commercial v�re a dog license orpeumit to bum leaves et�-)said person is NOTregniredto complete this affidavit. The Office of lnye� ^n would�m You m advance for your cooper ion and should you haves any gaestions> please do not hesidal to give us a caM The Departmemfs address,telephone and fax 7lambca: - cammlan ttm of massachusatt . - . QfIh&gdal Acc denta r ► . OM=of Inve&6 Bastou.,MA Cd III Ta 41 617' -49W Q� t 4-06 Or I-'a M AFF' Ravised4-24-0 7 - ---- `� ' Office of Consumer Affairs&B siness Regulation HOME IMPROVEMENT CONTRACTOR 180888 Type: Registration:, . Expiration --1/23h2017 LLC F LLCf� � (� DANIEL BECOTTE 744 HARWICH RD yyT n BREWSTER,MA 02639` ,Undersecretary Massachusetts-'Department of Public Safety* Board of Building Regulations and Standards Construction Supervisor 1 &2 Family ' license: CSFA-086372 DANIEL G BE Q 744 HARWICH KD � � BREWSTER MATO I `l Expiration. R f Commissioner 02/18/2017 F Commonwealth of Massachusetts Department of Public Safety License:HE-172034 Hoisting Engineer a'{ DANIEL G BECOTTE 744 HARWICH RD ^10 .:R BREWSTER MAr02631 Expiration: Commissioner 02/18/2018 Re:homeowner authorization form Town'of Barnstable Regulatory Services DARKROOM Richard V.Seah,Dn e�tor Building DivisiOII_ „ Paul Rows,Badmg Commisdaner 200 Main Street,Hy=iis,.MA 02601 ., www.town.barnstable. us Office: 508-862-4038 Fax 508-794-6230 Property Owner Must =Com p fete and $ Tbis Section .If Using Builder . t17 (C ,as Owner of the subject Pn?P hereby,authorize L -to act on sny bell F is gR matters relative to work athorized by this budding pemnt application foi~ ess of Job) **Pool fences and alarms are the responsibility of the applicant:Pools are not to be Sled or utilized before fence is installed and all final inspections are:perf-nimed and accepted. dm- Signature-0f Omner ' Signa of Applicant { �' ', L.: ., -=>„;'., .. ... ♦_. '.. 1,.:. Print Narc Print I�aaie Date. 2 of 2 11/18/2016 6:29 AM I DATE I MMIDD YYYY) CERTIFICATE OF LIABILITY INSURANCE 11 18�16 S GER11FICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFCATE HOLDER THIS I. ER11FICATE 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 AD ITI NAL INSURED,the policy(iss) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions ofthe policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in Neu of such endorsemen s)• PRODUCER NAME: Janice M. Skinner Pike Insurance A4ency, Inc. (PHONEALC My 508 255-7880 fAlt N tsOs) 240-29oe 8 Main street DOREss: -akinrier(4 ikeinsurance.coal PO BOX 2743, INSURE 6 AFFORDING COVERAGE NAILS Orleans, MA.02653-241 INSURERa;Johnson & Johnson IMURRD INSURERB:Travelers I1Y9 Co F.E.W. LLC INSURER c:Commerce Insurance Com aA P.O. Box 293 1 RERD: Brewster, MA 02631 INSURERE: I NBURER 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 THE TERMS, WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJE CT TO ALL EXCLUSIONS AND CONCIT'IONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Su POUCY NUMBER PMfuOD/YYW MM DIYYYY LINrTS ILTR TYPEOFINBURABRINCE 9/21/16 9/zi/17 EAcl+occuRRENCE s 1 0 0 000 A GMERALUADRM NPP1404540 DAWGETOR D g 10 000 $ COWIMERCIALGENERALLIABILITY ClAI. AD �OCCUR MED EXP(A ore P�� $ OOO PERSONAL&ADVINJURY 5 000 000 GENERAL AGGREGATE $ 000 000 PRODUCTS-COMPIOP AGG $ 2 OO 0 0 GENT AGGREGATE LMT APP LIES PER 5 POLICY LOC NJTOM1IOBILEtjABILITY BBPM87 9/17/16 9/17/17 Cee01d�91N I�tR $ 1° 000 000 Q BODILY INJURY(Pw pemon) $ X ANY AUTO BODILY INJURY(Per etCldenl) $ ALLOWIED SCH61)MED AUTOS AUTOS OP claern �� S HIRED AUTOS AUTOS E + EACH OCCURRENCE S UMBRELLA LIAB OCCUR AGGREGATE � ExCE96 LIAR CLAIMS-MADE ED ETENTION 6/14/16 6/14/17 WCSTATI) OTH. B V ORKERS COMPPNSATION 7PJUB4261P61-8-16 100 000 AND EMPLOYERS LABILITY Y/N E.L.E ACCI ANYPROPRIETORIPARTNER(EXEWTIVE MIA L.D18 -EA LOYE S 100,000 OFPCERMIEMBER EXCLUDED? Mar4atorylnNM) L.DI8EASE-POLICY LIMIT 500 000 If yyes do wbe under 0E8G�RIP TION OF OPERATIONS—"-' OESCRIPTIONOFOPERA71ONSI LOCATIONS/VEHICLES (AtWch ACORD•Id'I,AddMo+elRenarlsSched,de.IrmmeepaooEteryUr■d) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF; NOTICE WILL BE DELIVERED IN 7!town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept A ORUED RE PRE S TN2 200 Maui St -- HOLDER Hyannis, MA 02601- ice Skinner . ®1988-2010 ACORD CORPORATION. All rights reserved ACORD 25(2010105) The ACORD name and logo r registered marks of ACORD 038 Fax, 790-6230 E-Mail: Phone: (508) 862-4 r PROJECTAA ff NAME: 6d Gna_-f-ie ADDRESS: UA C_IDS G� �' ccq CI Y-, PERMIT# Rb02_I 0 KA1 I" �0-Y) t�- ��C�CS PERMIT DATE: M/P: CP _ LARGE ROLLED PLANS ARE IN: BOX CT l SLOT Data entered-in MAPS program on:. BY: µ`. 1 f . q/wpfiles/forms/archive [BARNSTABLE MOKE DETECTO REVIEWED - UILOING DEPT DA ' I. i FIRE DEPART)AENT DATE BOTH SIGNATURES AR•REQUIRED FOR PERM m G i irs w'm+6 ROOM \ , IMPORTAN -UPGRADE � ! � fT BADE REQUIRED BUILDING ODE REQUIRES THE UPGRADING OF SMOKE DE7ECT0 FOR THE ENTIRE DWELLING WHEN { - ONE OR MORE SLE. NG AREAS ARE ADDED OR CREATED. BATH I I ® . PARATE PERMIT IS REQUIRED FOR THE I __ arBy - uur.mm �- SE rAt i NOTE: A INSTALLATION OF S�OKE DETECTORS-THE ELECTRICAL J +�_ PERMIT DO NOT yRATLSFY THIS,REQUIREMENT. CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSA CHUSETTS BUILDING CODE ARGY REMODEL �I B"T+aaoM sy y FovEe - -i- 98 Pinquidme"Cove Circle°Cotuit I" FLOOR A - r f �•� Yv yv - - F v, �- - . - � .11�la9•D1�l9�09 11--N1nbuld 96 - r 13GOW3n ASW �. .... ---------------- -----------_� - -- ------ ------------ Cl o , i R r 2X 12 �sa�E rY��cAL WTNDow f-rLo c 36 Ye. /}sral-T J:C.• SktrJGikf i � �b....�- i• �O �zxl U�Mft- r �f 4xG NsRDt� �0 - ..51NGJ{ 5J4GJ< f'111. WAILS CaNEJiS AND DougLta. Kaa6 STy i>f Y N GDx flit T1'T..xJC - FeLlcrl NASCsbIG SC(+EDULE 3/ 11 'f+6 PLY f-Lwls M?Ktif B€M^S, �I o oR be s cat ws�A w�� 13 - 12ooF •1' S=DSN6 - SfoE �iJt}fKE _ - . _ 1 Pt,gN F-?*JrL CrswcP-BDA'FDf j -I.I - - 511bRtSn(G MuSi- SrcFliaa . �WOF u2 TOILSI � ON 53LLS UR I WrtVG wau. tiELDu ' P.P. l�Jl�SI� C(ipl}¢ � I I LbryME(t Wr}lCS 6iEf+DFcRS 5(tbJJGlfcf Dllbl� I� � I • TYvck- 1}owr-wR I I I 7/4•' ,T+4 PAY 4 SF.E F°vN�i-T2oN C(k 31 -S EehsaN � . A t�2GY q8 PsM&.U&CcSrrr Boll c u£ C�TuzT 1 ,Nth GZoSS Skc3svJJ , UJUI)otJ ERaSS-S�ct�aN ao© o5601 y • aJ _ Nw+e•��or,raw+ y P� Mw ha R mwr� - 9'�' TO �ty5 - F�IWi$u.tl6i u.ru5 n.gy n,wnael 4 88 Plnq...Watt Cove Circle,cot It _ El' l m(wnlbe.4 YwmW n°b. ✓^ter 1 �� . 9 6 II i d Lt r Asa• _ s ., .� ,l 6" i 1,171 / r` ` - y 98 Pinquicksen Cove Circle,Cown R lu, IS Ile/ a ;r a �4 .. L- 1 �- ................. -----•------ -- _ i _ p _ 8 ry ---------- _8 ____ .-______ 1------------ , Fr. z t h n t3acow -rote �+� �osigvtb�'} jAJ N• �'s C `=' +�5 33 II RSEd� '= - D it 2a tJ s �E CATU3f Cavr-,-- • S , — d 11 � �.� '� f -OST leap. . ATWIW of ¢ovN nl4 T�oN CIO W14LL F „ LAW:-Y c f ummu o �Z�CZST�Rl G WA-4 I ,- yo�o Zo1d a east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans, MA 02653 LAND SURVEYING WATER RESOURCES LAND COURT ENVIRONMENTAL 508-255-7120 PHONE SITE PLANNING SANITARY CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX WATERFRONT WEB SETE: www.eastcapeengineering.com October 12,2009 Mr. Pat Rimington Ranney and Rimington Carpentry P,O.Box 816 Marstons Mills, MA 02648 RE: Flood Zone Construction Requirements, Proposed Addition, 98 Pinquickset Cove Circle, Cotuit Dear Mr. Rimington, East Cape Engineering, Inc has reviewed the building plans and the site plan in order to determine the flood zone construction requirements for the proposed addition to be constructed between the main house and the garage at 98 Pinquickset Cove Circle in Cotuit. Based on our review of the site plan by Baxter&Nye with a revision date of'3/17/09, the proposed addition is in an A11 FEMA Flood Zone with a base flood elevation.of 11 ft. MSL. In order to meet FEMA requirements as well as Massachusetts-Building Code 7th edition requirements,the following measures must be taken in the construction of the foundation: • The top of foundation elevation should match the existing house foundation height to match finished floor elevation, but must be set as a minimum of 11 MSL. • The foundation must be a frost foundation crawl space. The dust cap elevation must be set at 11 ft.MSL or at the grade of the lowest proposed finished grade against the foundation, which ever is lower. r___ • The proposed addition has an area foot print of foundation equal to 1400 square feet. :Per FEMA/Building Code requirements, flood vents must be installed with total area of 1400 square inches into at least two foundation walls a maximum of 12'',above finished,,grade elevation. We recommend usin VentTM flood vents installed per manufacturers requirements. w°F' sq� MARK A. Sincerely, McKENZIE CIVIL U) 0. 390 Mark A. McKe T� Naga Treasurer,East Ca ng, Inc. 1 1 _ CIA y m —1 r ri Z (� C7 C� U m G N ZN OFcn MARK A. McKENZI55 E C�•�ik- O GlS-TES �� `''l(h� T=� G SS m m r�ONAL E� J. r:rs-., m c T ' 1 f Ell aE E 5 E - a flflA RK�• �CN� McKEVZIE v � C ; F J� ai tc/7-01.0c� o� GI STE x �9S10NA- �� C� 3fi fjavw `S De-sccr^ k - J 5' �6LTS 5FT it!fob o�Gv✓�� ; or i V pi,CAI- �rIto* ----------------------- N �! A� G y - YID DzT�,�I qs 'P QU.SUSEIT c,Ove cs,2u ce7r�,�r • 1 - ti �st u rRJ colep f I, WAS +t t *06*1 r { IfID y _ lot Zu � -RoogD6ga PZ � i Town of Barnstable Regulatory Services } Thomas F.Geiler,DirectorRAMWA ` & ' Building Division � v 6 ►�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax; 508=790-6230 PERMIT # FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/Parcel# , Signature Date Hyannis Main Street Waterfront Historic District? Old Ring's Highway Historic District Commission jurisdiction? �J ' If over 120 square feet,you must file with Old King's Righway Conservation Commission(signature><s required) 7 � .. ., Sign off_hours foruConservation 8;00 9 30:&3c30-4.30�.. PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE ' COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MIDST BE ACCOMPANIED BY A PLOT PLAN Ch Q-forms-shedreg REV:05201 RANNEY + PO Box 816 .� Marstons Mills,MA 02648 Tel 508.428.7147 RININGT®N info@thecapecodcarpenters.corl Fax 508.428.7167 RENOVATIONS•ADDITIONS•CUSTOM HOMES TheCapeCodCarpentersxolm April 29,,2012 ESTIMATE Site: 98 Pinquicksett Cove Circle,Cotuit Nick Argy (774) 836-0222 narU@comeast.net Renovate existing shed to meet code • Excavate forvsix sonatubes;install tubes;pour concrete and set J-bolts;back fill rough grade @$250 per tubex 6 ........................................................................................... $ 1,500.00 - • Reinforce rafters with hurricane ties where they meet the top plates .................... $ 225.00 • Reinforce existing staples on exterior sheathing by nailing to meet code ............... $ 75.00 • Add blocking to interior framed walls ....................................................... $ 75.00 • Install Tyvek and clear white cedar squared&rebutted shingles on exterior .......... $ 1,950.00 • Please note: Shed must be moved to allow for the sonatube installation and then placed on new tubes;this is to be done by others and is not included in this estimate - TOTAL LABOR & MATERIALS $ 3 825.00 Irr�h�al��eposabequest.�d�tasehedule�vark�� $��;90�:Q0 Balance due upon completion $ 1,925.00 Please note•our standard contract • Contractor is not responsible for any damage to lawn or plantings around demolition area. • Cmmnctor is not responsible for my damage to interior fimdshings that may need to be moved to complete work. • All construction waste and replaced items(including windows,doma&appliances)will be considered disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,lead,mercury storm water pollution discharge or costs associated with American Disabilities Act requirements if necessary. • Any repair,moving or installation of alarm system is the responsibility of the property owner. Customer is to supply all paint if any is bang used(unless otherwise specified) • Property Owner agrees that Ranney&Rimington Custom Builders may display a small sign on the property during the duration of the work and one month alter completion. • Property Owner is responsible for any and all engineering,site plan.Conservation,Zoning,and/or Historical costs necessary in association with obtaining any necessary permits,unless otherwise nosed. • All home improvement contractors and subcontractors shag be registered by the Director and any inquiries shout a contractor or subcontractor relating to a registration should he directed to.-Director,Hone Improvement Contractor Registration,One Ashburton Place,Rm 1301,Boston,MA 02108 • The property owner has three-day cancellation rights of this cmnrect under M.G.L.c.93,48;M.G.L c.140D,10 or M.G.L.c.255D,14 as applicable.After 3 days all deposit and special order payments are non- refundable. • All warranties and property owner's rights are under the provisions of 780 CMR 110.6 and M.G.L.c.142A • Any alteration at deviation from above specifications involving extra costs will become an extra charge over and above the estimate at$75.00 per hour plus materials. df cost of materials aad labor changes,this estimate may increase no more than 15% • It is the obligation of the home improvement contractor to obtain any and all necessary constmction•related permits;in the enact that the property owner secures their own construction-Mated permits or deals with uruegistmed compactors they will be excluded from the guaranty fund provisions of M.G.L.a 142A.Work will begin no later than six months from dte issuance of arry_necessary petpnits and will be completed no later than two years from the iissiimm orfieces�eery permits — • Property Owner's failure to make payments for work duly performed may result in a lien against the homeowners property.Owner is responsible for any legal firs and court costs Ranney&Rimington may incur to collect the monies due on this estimate.The contractor and the property owner hereby mutually agree in advance that in the eves the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a private arbitration service which has been approved by the secretary of the office of consume affairs and business regulations and the consumer shall be required to submit to such arbitration as provided in M.G.L.c.142A- DO NOT SIGN THIP CONTRACT IF YOU HAVE NOT READ IT OR IF THERE ARE ANY BLANK SPACES an Z (� 2 for noy&Ri mgton Custom Builders Date roperty Owner Date NAHR I -.¢� ... B13B HANNEY+RINNOTON CUST014 SUUMEBS Proud Member of Naborial Assocobwr of Home Builders•!-Home Builders Association of Maww*usefts•Nome Builders&Remodel ars Association of Cape Cod•BeMer Business Bureau TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ParcelM QCo G 4«'Application # �l! 01 Health Division Date Issued / Conservation Division - ,Application Fee Planning Dept. _ Permit Fee 1 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis ' Project Street Address q°u Td4v0U��--- Ca-VC CpQQC Village Owner Address11 Telephone 1-7-;` ) �3(o 0 2ZZ Permit Request _ ' ftb 16 TV i�UlK P1,I a1/ Square feet:: existing 9101 proposed IP5 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation (S, a®O Construction Type Lot Size (6S_ I , S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic--House: ❑Yes XNo On Old King's Highway: ❑Yes )No Basement Type: ❑ Full ❑ Crawl alkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: exis ' g_ new Half: existing ow ^� �, Number of Bedrooms: existing new `' Total Room Coun not including baths): existing new First Floor Room�count Heat Type an Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other r l Central A' : ❑Yes ❑ No Fireplaces: Existing New Existing woodb I stogy ❑ls ❑ No Detac ed garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ ` ting ` i nem' 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 6-4) 733 y6�3 Address License # �i 'tiN� Nl�li 62l0 y 8 Home Improvement Contractor# I4 75-2 Worker's Compensation # Vcc- S'®6 8 0-01 2`0[c ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE q C . f FOR OFFICIAL USE ONLY I APPLICATION# DATE ISSUED - '+ MAR/PARCEL NO.- °y ADDRESS VILLAGE OWNER Iy {' DATE OF INSPECTION: a ._FOUNDATION x FRAME 4,15AW AAA ,INSULATION_.-_ FIREPLACE t ELECTRICAL: ROUGH FINAL 4. A PLUMBING: ROUGH FINAL --f" 'Y GAS:r ROUGH ,.w= FINAL e,�,P� 'FINAL BUILDING'• � i..r yyyg' DATE:CLOSED.OUT ASSOCIATION PLAN NO. The Cammonwealth of Massachusetts oflnrlustrial.Accider r Q,f 7Ce ofbmesfigradans 600 Washington Street BostROY-4 02III wwh.mass ffov/rfa - Workers' Compensation Insurance-Affidavit. $tinders/Contractors/IIect ei.,', s/Pltunbers A ficant Information Please Print Legib Name Pusinas1/01gam1timbdivit.D: Address: Fox, a I 1Tiws liv1 S City/StEWZip: AV QU y Phone Are u an employer? Check the appropriate bo�c Type of project(require I: am a t loyei with_ 4. []I am a general cannt a.cinr and I � .. employees(fia and/or part-time).* have hired the sub-cm tram 6. ❑New const ucfion 2.[] I am a sole proprietor or partner-, listed on the attached sheet; 7. ❑Remodeling REP and have no employees 'These sub-contractors�,e . for me m an c ac l0 8. Q Demolition w°rIong Y aF ify � Yeas and have woes [No:work=,conap,insurance comp,insurance.# ' 9. ❑Building addition 4Td] 5.`[] We area corporation and its 10.[]Electrical repairs or additions 3,.Q'I am a homeowner doing 0 work officers have exercised t el£ zir l 1.[]Plumbing repairs or additions mys No workers. comp. tight of exemption per MC;1. iosu�ce required]t c. 152, §I(4),and we have no I2.[]Roofrepairs \\,� employees•[No workers'- 13.�C?ther • N COMP,iasrmince required.] *Any that checks box#1 must also fiIl out the section below showiag.their workcrs'compensation policy informafioa. t 13nmeowners who sabmit ties affidavit indimg thy arz aoatg aIl work and then hire outside co¢tracfarc mast submit a new affidavit indicating sash $Contractors that ch=k uric box mast attacbed an additions]sheet showing the acme of the TIDY= If 1he mb-conw-t-have employees they nmst mb- ��rs and slate whethcr or not&a= firs havc Provide their workers'DO P.Policy mmbcr, I am an erirplvyer that iuruvidinff workers'coarpensafion insurance for my employees Below is the po&cy mid job site information. , Insm nce Company Name: .,MyI VK DNS; CO Policy#or Self-ins.Lic.#p �a0 �{ 2- 1 Zs► Expaafion Dater Z Job Site Address: -/8 f fNu&5vr 61fe City/stste/zip; AAA Attach a copy of the worlct?x s':competesation policy declaration page(showing the policy number and expiration;dZtEe. Falhme to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of fine up to$1,,5D0.00 and/or one-year iajj i omment;as peIIalfies of a of up to$ZSO.DO a Penalties in the fo of a STOP WORK ORDEIZ.and a fne` day against the violator. Be advised that a copy of this statement may be forwarded to the Office a ' IT vesfigations of the DIA for;,,err„ „�e coverage verification,. Ida hereby cep yy under the pains and penalties o fPm7 J'that the information provi&d abope' tr and correct s� Date: t Z Phone Offzcial use only,.Do not write in this area to be completed by city or fawn affcec¢L. City or Town: PermiflLicease# Issuing Authority(circle one): L Board of Health 2.gu�dzngDepartment 3.City/Town Clerk 4.Electrical fi.Other Iirspet�inr 5,Plumbing Inspector Contact Person: Phone#: Dates 8/9/2011 Times 9s56 AN TO' PAN - I FAXED THE CERT TO TOWN 0 9,15084287167 Rogers b Bray Ins. Pages 002 Giant 4=3 RIMIPATI ACORM CERTIFICATE OF LIABILITY INSURANCE DATE('MIU "" 8MI2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the poli;j?Q)must be endorsed.If SUBROGATION IS WAIVED,subjM to tha terms and conditions of the policy,certain porrAw may require an endorsement.A statement on this certificate does not confer rights to the certificate holler In lieu of such endorsam s. PRODUCER - Mina Vaughan Rogers&Gray Ins.So.Dennis 3 -7980 434 Route 134 4 EEft 508 No): P.0.Box 1601 South Dennis,MA 02OW1601 � INSRI AFFORDING CORIERAGE NARC• INSURER A:Nat I Grange Mutual Insurance C INSURED Patrick Rimington&Alex Ranney INSURER B:Associated Employers Insurance dba Ranney&Rimington Custom Carpentry INSURER c: P.O.Box$16 INSURER D: Marstons Mills,MA 02M 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 REQUIRSmENT,TERM OR CONDITIONOF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO AIL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAiAiDD CLAIMS, L RR TYPE OF INSURANCE a POLICY NUMBER MpI �6UpWYYY UN7f8 A GENERAL LIABILITY MP076069 W2V2011 0=1/2012 FAcw OCCURRENCE $1000 000 X COMMERCIAL GENERAL LIABILITY NV serw $500,000 CLAIMS A4M F—xl OCCUR r MEDEV(Any are penman1s2,W0,000 $10 000 PERSONAL d AIN 64JURY $1 000 000 GENERAL AGGREGATE GENt AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOPAGO $2,000000 POLICY tea' L0C $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIWT ac ANY AUTO BODILY INJURY(Per Parson) $ ALL OWNED SCHEDUL AUTOS AUTOS ® BODILY INJURY(Per accident) $ HIRED AUTOS AUTOS HTU - PROPERTY DAMAGE $ J r $ UMBRELLA LIAR OCCUR _ EACH OCCURRENCE $ EXCESS LIAR C1.AIMS-MADE AGGREGATE $ D® DP g AND E PL YERS'LBanoN WCC50O8462012011 8J0612011 08/06/201 X wa sTATRr OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORJPARTNER/EXECUTIVE FR O�BER EXCLUDED9 MIA EL EACH ACCIDENT 100 O00 (Mandatory In NH) EL DISEASE-EA EMPLOYEE 100 000 H gas,dascn3a urrdmr , � DESCRIPTION OF OPERATIONS bebw E.L.DISEASE-POLICY LIMIT $SO0 ON DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ARlach ACORD 101,Addldonal Rernaft Schoduf%H awe opus to regWred) *"Workers Compensation-Proprietors/PartoerstExecut1w 011ncem/Members Excluded:Patrick Rimington& Alex Ranney' r HOLDERHCAN TIO ""SAMPLE CERTIFICATE FOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELL®6EFORE THE ENMATION DATE THBMF, NOTICE WILL BE DELIVERED IN PROOF OF COVERAGE"' ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRE8ENTATME O 19 10 ACORD CORPORATION.All rights, ACORDD225(2401M I of I The ACORD name and logo are registered marks of ACORD �J, MLV �= �t Town of Barnstable Regulatory Services Mess Thomas F.Geiler,Director' 16,19. Building DmsioII Tom Perry,Building Commissioner 200 Main Street,AYE,MA 02601 www.town.barnstable.ma.us Office: .508-862-403 8 Fax:-508-790-,6230._: .. Property Owner Must Complete and Sign This Section If IJsfi_g A.Builder t' &*r9AC1r u y as Owner of the subject property hereby authorize- A ( � y to act on my behal in all matters relative to work authorized by this building pe=ait IY� fa�t4csY�� cof�- caa rrcf�r- (Address of Job) Pp Pool fences and alarms are-the-responsibility of the a licant. Pools are not-to be filled before fence is installed'and pools are not to be utilized until all final inspections are performed`and:accepted. Signature of Owner Si.gnatute of Applicant A L1-i'�t�/+ Print Natne Print Name Date QFOR NMOWNERPERMISSIONPOOLS �'THE l Town of Barnstable Regulatory Services t sns FAFMar,� Thomas F.Geiler,Director r �A 1639 ,�� Building Division Tom Perry,ButZding Commissioner 200 Main Street, Hyannis,MA 02601 - www.town.barnstable.ma.ns Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: .city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings Of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work Performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barn table Building Department minimr,m inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature.of Homeowner i Approval of Building Official Note: .Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the pnlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt . ' 1 i V► OZ/9Nt+0 jauolsslwwo0 { u0l;eaidx3 O J- 1 09ZOyV7Ai s><nne Cg s. tl-d-jaaajS 6£Z �, 1C7LSI�iVZI�1RitJaNlyXily g6g880-S� fd m« P urn�inaasuo� Josi»adnS n6a� 6ulpl!n8 10 Paeo9 spiepuelS Pue su0!lel s;;asny0esseW fmml /(;ales 0llgnd 10 luawl-iedaq- J ✓�e V�O�pLptO'IL(lJP.pti[/Z oy /�CLOdllc/tClGe�6 4 OfTice of Consumer Affairs&B s"ness Regulation HOME IMPROVEMENT CONTRACTOR Registration: 14471b1J262052 a Expiration; 12 DBAType RA EY&RIMIN�G�TfON 41JST�1yp-ARPENTRY - A ALEXANDER '� RANNEY4j �-� ryl�' � I h 140 SEAVIEW AV a } BASS RIVER MA 0264 � � zB1e'e Undersecretary ;, . �Y Po Box 816 RANNEY + 17-HIMINGTON Marstons Mills,MA 02648 Tel 508.428.7147 info@thecapecodcarpenters.com Fax 508.428.7167 RENOVATIONS•ADDITIONS•CUSTOM HOMES TheCQpeCtdCQrpenters.com February 16, 2012 Extend existing deck utilizing existing materials and railings provided under original deck contract • Finish sonotubes and framing on original deck to extend deck to its final footprint • Frame as per code • Re-install existing railing • Please note: Although the scope of this work falls under the original monies agreed to on our March 2009 contract, homeowner is responsible for any additional permit fees if required. This agreement does not include staining and painting. • Homeowner agrees to pay all remaining monies due from the original contract of March 2009. Please note-our standard contract: • Contractor is not responsible for any damage to lawn or plantings around demolition area. • Contractor is not responsible for any damage to interior furnishings that may need to be moved to complete work. • All construction waste and replaced items(including windows,doors&appliances)will be considered disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,lead,mercury storm water pollution discharge or costs associated with American Disabilities Act requirements if necessary. • Any repair,moving or installation of alarm system is the responsibility of the property owner. • Customer is to supply all paint if any is being used(unless otherwise specified) • Property Owner agrees that Ranney&Rimington Custom Builders may display a small sign on the property during the duration of the work and one month after completion. • Property Owner is responsible for any and all engineering,site plan.Conservation,Zoning,and/or Historical costs necessary in association with obtaining any necessary permits unless otherwise noted. • All home improvement contractors and subcontractors shall be registered by the Director and any inquiries about a contractor or subcontractor relating to a registration should be directed to:Director,Home Improvement Contractor Registration,One Ashburton Place,Rm 1301,Boston,MA 02108 • The property owner has three-day cancellation rights of this contract under M.G.L.c.93,48;M.G.L c.140D,10 or M.G.L.c.255D,14 as applicable.After 3 days all deposit and special order payments are non- refundable. • All warranties and property owner's tights are under the provisions of 780 CMR 110.6 and M.G.L.c.142A Any alteration or deviation from above specifications involving extra costs will become an extra charge over and above the estimate at$75.00 per hour plus materials. h cost of materials and labor changes,this estimate may increase no more than 15% • It is the obligation of the home improvement contractor to obtain any and all necessary construction-related permits;in the event that the property owner secures their own construction-related pemtits or deals with unregistered contractors they will be excluded from the guaranty fund provisions of M.G.L.c.142A.Work will begin no later than six months from the issuance of any necessary permits and will be completed no later than two years from the issuance of necessary permits. • Property Owner's failure to make payments for work duly performed may result in a lien against the homeowner's property.Owner is responsible for any legal fees and court costs Ranney&Rimington may incur to collect the monies due on this estimate.The contractor and the property owner hereby mutually agree in advance that in the event the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a priv r tion service which has been approved by the secretary of theoffice of consumer affairs and business regulations and the consumer shall be required to submit to such arbitration as provided in M.G.L.c. A DO NO SIGN IS ON CT F YOU HAVE NOT READ IT OR IF THERE ARE ANY BLANK SPACES 2/16/12 ' 2/16/12 f nney& on CLWom Builders - Date Property Owner 410, Date 1-s&RACC 4 .�.. BBB WALrd[O. RANNEY+RIMINGTON CUSTOM BUILDERS Proud Member of National Association of Home Builders•Home Builders Association of Massachusetts•Home Builders&Remode/ers Association of Cape Cod•Better Business Bureau f.owEti for 'uMci� t*hS Zxle P,r, . DEcKinls AND PWM�tc? AT vPPEF- Dom.. 2A �LlAr I , SSM�Psod 2xlo r}r16�kD - - � Ikpn16(a-S oN L10. Sossrs , S D u M�k D"K a�+e s x 6 FRS'f1�NdD Uj S(W3alt-ASS ? fie NAd I J, 1- 111 J, I ft�fl trlt oil 4 xb Fr, Pons � � QosrS sP/ic,iv � 6 ` APART, l5 y b(b Parrs r.'eo TOy DF x to`i sewi}ru6tS u'1 '/i`i Gp�y, T—$a.T RND /k4U NL i RfFSeas. I I a 2 x to P.T, 301s7s li D,C. 5PA4IS eiZupt C op- �XSS LNG D�GI</I aio 5WPservs 1 r � '2 �' LAYS tMrNI !S —0 HlwklLs op AtL Dull R"4d4' ?o d£ 4 ?-STY gwa �„ ve�fD dais 6A+uxkRS 34° f ra+! 141?G1� D M+D GRrruri¢D wl rslaBklZLok SCfdtwf, ���12 w� wR�D G1H}Sr Ra4Lustk(?s f A`D �a4i Lzl( i laoS (i 36 r .fhfbH — No IMoRf 1"0. 'y" i3P.w" k"0 POLS, (E69 STpdNLE.v Ali tLs r ,'Zoc( �P7+ SozsT Q- Iz. :orc, spftm is" �65TS ?S6D To h231'T e c , n ... �x b 'p�i, •posts MA-x' �-r�el�r' 6 i F�v c(�F u/ VINCI, 3aac� � Ihu cr��a :�3RpeF urneo,,R - IFBu 4b 'Glut v P�sT broeD IBp � LTS •T \ e rz. COaCRIC� 5®NA 1V6C ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 Map VV Parcel V 6U Application # Ol Z6. �V b Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation/Hyannis Iv Project Street Address 1$ ?0Qg"&T'r CDA- CW_W Village (Aw y Owner "OLM 1 Address �1� P 1�4LS C��� C94 - Telephone Ab 1,N t3 L ' 0 Permit Request P�'a sIMD - 14' x SO'. Square feet: 1 st floor: existing T&O� proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 43100 0o Construction Type l u0 �iwe Lot Size Le e a 5 WOW Grandfathered: ❑Yes No If yes, attar supporting doc entation. D,wefing Type: Single Family ❑ Two Family ❑ Multi-Family (# units) ;' w Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kin V's Hi hw 0"-Yes ❑ No g g ng 9 �Y L Ba ent Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other C: Bas6m ent Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) �7-' r� fwml5er of Baths: Full: existing new Half: existing new- I, -t eer of Bedrooms: existing —new TAal�oom Count (not including baths): existing new First Floor Room Count Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other .,ree<ral 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 &'AclJPlrrn"L Telephone Number (,y�8� v e-7 tL Address License# '6185gr p"An�s MT.I�-$ TWA Home Improvement Contractor# (n Lye Worker's Compensation # Wc- S(X* 461-0110 1 l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO bU*AP6%A7- SIGNATURE DATE -7 e Z r r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED f MAP/PARCEL NO. i it ADDRESS VILLAGE k " OWNER DATE OF INSPECTION: FOUNDATION 1 . i FRAME INSULATION k IL ! FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 3 ASSOCIATION PLAN NO. ; /D Z.3 A.M. FOR DATE TIME P.M. M .. a� OF ❑FAX PHONE ❑MOBILE EA CODE UMBER EX ENSIGN MESSAGE_ - � 1�1ltLL Epf: . M .Q: SIGNED �, FORM 4003 NOTES I r T0'PP z.of Barnstable ..'. . � Regulatory S6ndces - v ' cnizas.F. Geiler,Director Building DMEion rhomas Perry,•CB 0,•.BuDduag Comm(.cci oner 260 Mal a Strccl, Hyasris,MA 02601 Tww.fown.barn sta b lc..ma..us. r 'Offi= 5D8-8624038 Fax: 509-790-6230 `-t6 R Owner 1�t� Map/Parcel: 6057 ° 6 ; .ProjectAddress98 '.W9 dyeLilr. Builder c-r. The 61Iowing items were noted:on revzewzng: J ' Sa-f:� 0oA)S__Z2e ctcT(O-AJ /lip Ct Sr ' 1Jf< r Goy-� Y� Dura �vEoD Z Lo C* -Y /tiro©a Zo�� = 6lN . _bus�- /.4E ���'��� � ����' �z:�y�-�ia� ©� /!Fez. • Regiewed by: Date: ��- 2--- i The Commonwealth of Massachusetts Department of IndustrialAccidents JD Office of Investigations 600.Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Orgmizadowlndividual):. 'r Faft4vw (,fnpm 60 ((- Address: City/State/Zip: 3t kS tWS , AV) 0T6,*8 Phone.#: (,S'd8� gZt3-71+7 Ar ,you an employer?Check the appropriate box: Type of project(required):. am a general contractor and I 1. 4.I am a employer with Z" ❑ I.. g 6.gemodeling ew construction.. employees(full and/or part time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the`attached sheet 7. s and have no employees These sub-contractors have �P - 8. ❑Demolition. working for me in any capacity. employees and have workers' [No workers' comp.insurance. comp,insurance.t 9. ❑Building addition. required] 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.ElI am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL F. 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. icontractors that check this box must attached an additional sheet sbowing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 'lam an employer that is providing workers'compensation insurance for my employees: Below is the policy and job site information. Insurance Company Name: I. MU1ow- kwfiz 'U t (,p Policy#or Self-ins.Lic.#:_ WC-So08y2O Old l l Expiration Date: O 1Z Job Site Address: B ?J4 QV i'rT COVE CWG.E, C101t►S.f City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). . Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penalties of perjury that the information provided rabove is true and correct Si mature: Date: L �— Phone 7 y 7 rj only. Do:not write in this area,to be completed by city or town official n: PermitlLicenseghority(circle one): .L Board of Health 2,Building Department 3.City/Town Clerk 4.Electrical Inspector 1 Plumbing Inspector 6.Other Contact Person: Phone#: . Dates 8/9/2011 Time: 9:S6 AN Tos YAM - I FAXED THE CERT TO TOWN R 9,16084297167 Rogers & Gray Ins. pages 002 Cliefft 4=3 RIMIPATI ACORN, CERTIFICATE OF LIABILITY INSURANCE a/0g/Zmi THIS CERnmATE'lS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING tNSt1RER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:ff the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IN WANED,subject to the tern and conditions of the policy,certain polidw may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(a). PRODUCER Mina Vaughan Rogers&Gray Ins.-So.Dennis �3�-7980 434"Route 134 , EdiWIL P.O:'Box 1601 South Dennis,MA 02660-IM INSURER(S)AFFORDING COVERAGE NAICs INSURER A:Nat I Grange Mutual Insurance C. INSURED Patrick Rimingtort&Alex Kenney INSuRER a Associated Employers Associa Employers Insurance dbe Ranney ngton&Rimi Custom Carpentry INSURER c:P.O.Box 816 INSURER D: Marston Mills,MA 02M INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION-NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE PEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L'M _ TYPE OF INSURANCE FJ=F. POLICY EXP POLICY NUMBER MAID MA7DIYYY LIMITS A GENERAL LIABILITY MPOT6069 W2112011 081211120112 EACH OCCURRENCE $1.000 000 - X COMMERCIAL GENERAL LIABILITY D fit RENTED col $ ClA1MS-MADE a OCCUR .000 MED IV am Perms $10 000 PERSONAL A ADV 04JURY $1000 000 GENERAL AGGREGATE $2 000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPJOPAGG $2000W0 RO- POLICY F1 IFECT LOC $ AUTOMOBLLELIABILITY raids NEDSIN IT LIM ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accidwit) $ HIRED AUTOS �0-OWNED PROPERTY DAMAGE $ r acdftrd $ UMBRELLA LIAR OCCUR - EACH OCCURRENCE $ EXCESSLW3 HCLAIMS-MADE - AGGREGATE $ DED. RETENTION . g ANEMEMuaelLITr WORKERS COMPENSATION AN WCCSW8462012011 01/2011 08/W=1 X WC 5TATu oTH D PLorERs ANY PROPRIETOR/PARTNERIEXECUTIVE��-Y�� E.L.EACH ACCIDENT $100 000 FR OFFICER/MEMBER EXCLUDED? yIN 1 • i NIA A E, 1 msdd a in NHI and EL DISEASE-EA EMPLOYEE 100 000 II:Yea,desv�ba render - - . DESCRIPTION OF OPERATIONS bebw EL DISEASE.POLICY LIMB $600 000 DESCRIPTION of OPERATIONS/LOCATIONS!VEHICLES(Attmm A X)RO 101.Addi0orml Rmnadre Sdmftb:.I more space Is mgelredJ. 'Workers Compensation-Propriethtsfartners/Executive Officers/Members Excluded:Patrick Rimington& Alex Ranney*** FICATE HOLDER CANCELLATION "`SAMPLE CERTIFICATE FOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 13:CANCELLED BEFORE . THE EXPIRATION DATE THEREOF, NOTICE HALL BE DELIVERED IN PROOF OF COVERAGE***- ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE . ®19 .. 10 ACORD CORPORATION.All rights reserved. ACORD 1 M 5) 1 of I The ACORD name and logo are registered mmlks of ACORD 6g/ MLV AFVC Ciiide to JVood Coiisti-yctioii hi High 1yi.nd Areas:110 fiiph Wind Zofie Massachusetts Checklist foi- Compliance (780 CNIf R 5301.2.1.1)' Check Compliance 1.1 -SCOPE / Wind Speed(3-sec. gust)..', � � 110:m h t/ P Wind Exposure Category....................................... B, L171- Wnd Exposure Category..:..: .........Engineering Required For Entire Project ...... ......... ... C 1.2 ,APPLICABILITY ✓ Number of Stones(a roof which exceeds 8 in 12 slope shall be considered a story) _stories _2 stories Roof Pitch .......................... .................................. .....:...(Fig 2) _ 512:12 Mean Roof Height ....................................... (Fig 2).. ..... .:.. .....,... .............. ......11, ft :5'33' -� Building Width,W ............... .......(Fig 3). ....... 14 ft Is.80' Building Length;L ...............................................................(Fig 3) Za •ft' <_80 !/ Building Aspect Ratio(L/W) (Fig 4).......1�.. . oc <_3 1 Nominal Height of Tallest Opening2 ......... ...(Fig 4)................................. ............... �o- Ls 1.3 FRAMING CONNECTIONS : General compliance with framing connections ........ .. .....(Table 2) ✓ ' 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 d Concrete ........ ......... ... ..... ..... ..: ::.1. :,.:.. ......... ...Q .:..��� 'fU ..0�:..1't y a� " Concrete Masonry....... ........ ......... ......... ......... . ............. .. ...#e.... 2.2 ANCHORAGE TO FOUNDATION1'3, 5/8"Anchor Bolts,imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ............. ........ .......:..........(Table 4) :.:....:. .:....: .....:... ....... in. Bolt Spacing from endrjoint of plate ....... .,. ....,;, (Fig5).... in:5 6"-12..... ... ... . Bolt Embedment=concrete........ ...................................(Fig 5).... ........................... - in.>_7" Bolt Embedment-masonry ..... (Fig 5) " Plate Washer..:............... :...(Fig 5);. �x3' 3.1 FLOORS -' Floor-framing member spans checked ......... .....:::::...:...(per 780 CMR'Chapter 55).....:............................. Maximum Floor Opening Dimension... .. .: .... { g ).... ft<12' (Fig 6 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).::...: ......... ........: Maximum Floor Joist Setbacks Supporting Loadbearing Waifs or Shearwall................(Fig 7);_............,..: ........ ........ .......... ft s d ✓ . I Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) .... ft s d FloorBracing at Endwalls....... ......... ........ ..:...:.:...:...(Fig 9)..... l0 Floor Sheathing Type ........: .:.....(per 780 CMR Chapter 55 i0 Floor Sheathing Thickness ... .(per 780 CMR Chapter 55) in �O Floor Sheathing Fastening..... :. ....... ... :..:.. ......... ...:.:.(Table 2).._d nails at. in.edge in field ;S 4.1 WALLS Wall.Height Loadbearing walls..........:. ...................................(Fig 10 and Table 5)........ ....... ......Qs ft <10' Non-Loadbearing walls (Fig 10 and Table 5) .... .. --�O' Wall Stud Spacing (Fig 10 and Table 5) in <24'o.c Wall Story Offsets ........ ....... {Figs 7&8) :.:..... .....: .mod 4.2 EXTERIOR-WALLS' Wood Studs Loadbearin walls Table 5 ... 2x�` 'wft 4 in, Non-Loadbearing walls :(Table 5)....:.:..... .. .. ..........2x�- ft in. Gable End Wall Bracing Full Height Endwall Studs............. ... .........................(Fig 10)...................... ............ 01 WSP.Attic Floor Length.................:..........:....................(Fig 11).............................. ....... ft zWil � Gypsum Ceiling Length(if WSP not used)....:..............(Fig 11)............................................ ft ✓_ and 2 x 4.Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)........................................................ ✓� t or 1.x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_4 Double Top Plate Splice Length ....... .....................................(Fig 13 and Table 6)..................................... 2ft Splice Connection (no of 16d common nails)..............(Table 6)............................ ..................... AFVC Guide to Wood Construction in High ld,'ind Areas: 110 mph IVind Zone Massachusetts Cheddist for Compliance (780 01R 5301.2.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails).......................:.......:.(Tables 7)....,............................................ W Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)..............................:.(Table 8).................................................:..... 'Load Bearing Wall Openings (record largest opening but check•all openings for compliance to Tattle 9) Header Spans ........ ....... ................................(Table 9).................................. `Lft ® in.5 11' V Sill Plate Spans ..................:...................................:.(Table 9).................................. I,-ft (i in.5 11' -f7 Full Height Studs (no.of studs).......................:............(Table 9).........:............................................. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans................ ..........................................(Table 9)............... .. ft in.<_ 12' ................. _ _ Sill Plate Spans::......:.............:...............:......:.......:.....(Table 9).:....:........................... ft in.5 12' Full Height Studs(no. of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building.Dimension, W '' • I Nominal Heightof Tallest Opening2 ............................ ............................................�!_ t 5 6`8" Sheathing Type..............................................(note 4) .. YL"ax —;X Edge Nail Spacing................................,.........(Table 10 or note 4 if less)......................:. -in. Field Nail Spacing...........................:..............(Table 10)........................:...........:............ (O in. —� Shear Connection(no. of 16d common nails)(Table 10).............:.........:............................... 3 Percent Full-Height Sheathing........:..........:...(Table 10)...................................................� 5/°Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension' L` " i Is Nominal'Height of Tallest Opening2.......................................................................6 f 5 6Y Sheathing Type:.........................................:...(note 4)............:........................................ i(AK Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ Field Nail Spacing.......................................:..(fable 11).......:........,...:............................. G in. ./ Shear Connection(no. of 16d common nails)(Table 11)........................................°.......... .... Percent Full-Hei ht Sheathing 5%Additional Sheathing for Wall With•Opening>6'8'(Design Concepts).................... Wall Cladding Rated for Wind Speed?..............!.`.G!..... . si........... ....:.. . S . ..... .. ....... ....... ............................. 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19) ............. 2 ft_<smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 2•f"Z Rltr(1�R' d Uplift able 12 • Lateral.............................................(Table 12).............................................L= plf .� Shear............................:..................(Table 12)............................................S= plf s Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf o� Gable Rake Outlooker...............................,...........(Figure 20 ft_<smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................ able 14 ......................U= lb: Lateral(no. of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing Type:...............:..................................(per 780 CMR Chapters 56 ant �9) ..... Roof Sheathing Thickness......................:.......:.............:.........°................. in.>_ /16'WSP Q✓ Roof Sheathing Fastening...,.................................:.....(Table .�4. . Notes: V 1. . This checklist shall be'met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR•5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5„a. b:.. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. . Comer Stud Hold Downs per Figure 18a and Figure 18b 2. . Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent-full-height sheathing requirements shown in Tables 10 and 11.. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. , OFTHE r Town of Barnstable Regulatory Services * BARNSTABLE, y MAss. g, Thomas F.Geiler,Director 16;9.,�A,� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L '44 G HOURS ftifty , as Owner of the subject property hereby authorize V*4JUCY (18AAUJWb0 to act on my behalf, in all matters relative to work authorized by this building permit. (Address of job) . **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signa e of wrier Signature of Applicant . A4hADIAL Print Name Print Name 6r� Date Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 ot� Town of Barnstable F rqy, , Regulatory Services BmwsrABLE, t Thomas F.Geiler,Director 94� 1MASS. � I A.�� Building Division AFD MA't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOME ER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADD SS: city/town state zip code The current exem tion for"homeowners"was extended to ' ude owner-occupied dwellings six units or less and to allow homeo ers to engage an individual for o does not possess a license,pTovided thai the owner acts as supervisor. FINITION OF HOMEOWNER Person(s)wh owns a parcel of and o hich he/she resides or intends to reside,on whic there is,or is intended to be, a one or o-family dwelling ached or detached structures accessory to such use d/or farm structures. A person who onstructs more n one home in a two-year period shall not be conside d a homeowner. Such "homeown "shall sub ' o the Building Official on a form acceptable to the Bui ing Official,that he/she shall be responsible for all s work Derformed under the building permit. (Section 109. .1) The undersigned"homeowner"assumes responsibility for compliance with e State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the T wn of Barnstable Building Department minimum.inspection procedures and requirements and that he/she w' 1 comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Massachusetts-Depwtrent of public Safety Bard of Building Regulations and Standards Cowtnmlian Sspsn itser L S AI�YAlxfdl'�IF1�( `" 239 Hyannh S 3Ai,� Expiration - Office of Consumer Affairs&B sme�Regulation License or registration valid for individul use only HOME IMPROVEMEIIT CONTRACTOR before the expiration date. If found return to: Registration:_ 1..4 Type: Office of Consumer Affairs and Business Regulation .F Expiration: a 1/2/2012 DBA 10 Park Plaza_Suite 5170 - P Boston,MA 02116 RAIVIEY&RIMINGTEjN CUSTE31Ail;CARPENTRY ALEXANDER RAN NEY 140 SEAVIEW AVE ,✓ + BASS RIVER,MA 02664 Undersecretary /Not valid without signature f RANNEY + PO Box 816 Marstons Mills,MA 02648 Tel 508.428.7147 RTMINGTOI�? info@thecapecodcarpenters.com Fax 508.428.7167 RENOVATIONS•ADDITIONS•CUSTOM HOMES TheCapeCod(;a"iters.com April 29,2012 ESTIMATE Site: 98 Pinquicksett Cove Circle,Cotuit Flick Argy (774) 836-0222 nab comcast.net Renovate emoting shed to meet code • Excavate for six sonatubes;install tubes;pour concrete and set J-bolts;back fill rough grade @$250 per tubex 6 ........................................................................................... $ 1,500.00 • Reinforce rafters with hurricane ties where they meet the top plates .................... $ 225.00 • Reinforce existing staples on exterior sheathing by nailing to meet code ............... $ 75.00 • Add blocking to interior framed walls ....................................................... $ 75.00 • Install Tyvek and clear white cedar squared&rebutted shingles on exterior .......... $ 1,950.00 • Please note: Shed must be moved to allow for the sonatube installation and then placed on new tubes;this is to be done by others and is not included in this estimate TOTAL LABOR & MATERIALS $ 3,825.00 Balance due upon completion $ 1,925.00 Please note-our standard contract: • Contractor is not responsible for any damage to lawn or plantings around demolition area. • Contractor is nor responsible for awry damage to interior furnishings that may neW to be moved to complete work. • All conswdio waste an replaced items(including windows,doors&appliances)will be considered disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,lead,memory storm water pollution discharge or cats associated with American Disabilities Act requirements if necessary: Any repair,moving or installation ofatarm system is the responsibility of ire property owner. • Customer is to supply all paint if any is being used(unless otherwise specified) • Property Owner agrees that Raney&Rimington Custom Builders may display a small sign on the property during the duration of the work and one month after completion. • Property Owner is responsible for any and all engineering,site plan.Conservation,Zoning,and/or lfistaical casts necessary in association with obtaining any necessary permits unless otherwise noted. • All hone improvement contractors and subcontractors shall be registered by the Director and any inquiries about a contractor or subcontractor relating to a registration stuadd be directed to Director,Hone Improvement Contractor Registration,One Ashburton Place,Rm 1301,liana,MA 02108 • The property owner has three-day cancellation rights of this contract under MG.L.e.83,48;M.G.L a 140D,10 or M.G.L.c.255D,14 as applicable.After 3 days all deposit and special order payments are coo- tef raftle. • All warranties and property owner's rights ate under the provisierms of 780 CUR 110.6 and M.Gt.a 142A • Any alteration or deviation from above specifications involving extm costs will become an extra charge over and above the estimate at$75.00 per hour plus materials. Wcost of materials and labor changes,this estimate may increase no more than 15 h • It is the obligation oftee home improvement contractor to obtain any and all necessary consrnetion-related permits:in the event that the property owner snares their own union-Mated permits or deals with unregistered contractors they will be excluded from the guaranty fund provisions of M.G.L.c.142A.Work will begin no hater than six momhs from the issuance of any necessary permits and will be completed no later than two years from the issuance of nary permits • Property Ownces failure to make paymems for wok duly performed may result in a lien against the hameowact's property.Owner is responsible for any legal fees and court cam Raney&Rimington may inatr to collect the monies duce on this estimate.The conratxor and the property owner hereby mutually agree in advance that in the event the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a private arbitration service which has been approved by the secretary of the office of consumer affairs and business regulations and the consumer shall be required to submit to such arbitration as provided in MG.L.c.142A. DO NOT SIGN THI C TRACT IF YOU HAVE NOT READ IT OR IF THERE ARE ANY BLANK SPACES foTra ney&Ri mgton Custom Builders Date Property Owner Date aRAC N" egmna cr'w"s 67C8S�. I3ANNEY+RIMIII09rOIll CUSTOM BUILDERS Proud Member of National Association of Horne Builders•Home Builders Assodation of Massachusetts•Home Builders&Remodders Association of Cape Cod•Better Business Bureau ;F"01 Pam17, f Soc WL WID (�PA-V Tv: E P s , .µ'I 71 bVLou G ' , r �Iftlro Yost TAB- j IW t C'(Lo S5 S LT o ! h F u a 6 Ago , o .F• ON-pm `� b4 �4G Eye D PL.yAIR s Lf ave of� ._ ._ ., ... s...,. w , .r Town of Barnstable Conservation Commission Form R 9. KASEL 200 Main Street ' s` Hyannis Massachusetts 02601 1,L34567 Office: 508-862-4093 E-mail: conservation(@town.barnstable.ma.us FAX: 508-7� 2412 �' . Revised Plan Request ��PR 2012 N P SE3- `/729 OOC expiration date: 51Z111.3 Applicant Name: ,- v Project Location S crc, Map: DOS Parcel: 66 (e ��ZZLZBZ6�� 1. Why is a revised plan being submitted? AQeyyosea�o '-4vcscu1 40 .4 2. Is the revision proposed or as-built?��,��� APPRpVED PLAN 3. If a revised site plan is being submitted,what is its revision date? 4. Does the revised site plan have an original stamp, signature, and initials in`" the revision block? �s 5. What parts of project are completed? A/lp � 6. What parts of project are not completed? FnD E�-U-1 APR _ 2 202 7. Are completed parts of project in compliance with the approve pl and Order of Conditions ? BARNSTABLE CONSERVAnON 8. Have special conditions been met to date? E.g. Forms A&B,photographs of undisturbed buffer, certified foundation plan? �/s 9. Are sediment controls in effective condition? yU y 2 2a/Z. Repr entative's Signature hate Please submit this form,a cover letter,two plans with original stamp & signature, and a$35 check made payable to the Town of Barnstable. If this revision includes activities not part of the original application, add the appropriate activity fee. Also, prepare an additional seven collated sets for distribution to the commissioners. QAConservt\DEPFORMS\Form R.doe rev:20 APR 2011 C"2 Oc e -CO3) TOWN OF BARNSTABLE BUILDING PERMIT 0 APPLICATION Map (��� Parcel.f 0�(0 � -':Application # Q ' Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee + �� Date Definitive Plan.Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address q 0 NQwxw cawt aftu, _ 07yz-fl Village C / Owner /?'Y Address Telephone (7.7 0 D Z22 f Permit equest G®1/'�D(�( �i � P l Ga// as Square feet: 1 st floor: existing_,Zproposed 4 2nd floor: existing l o proposes I 10 Total new Zoning District Flood Plain _Groundwater Overlay � coo Project Valuation Construction Type Lot Size ti nS Anzt Grandfathered: ❑Yes a No If yes, attach supporting documentation. Dwelling Type: Single Family .5k Two Family ❑ Multi-Family(# units) Age of Existing Structure 2.6 Historic House: ❑Yes 04 No On Old King's Highway: ❑Yes 4 No Basement Type: 4 Full ❑ Crawl ❑Walkout ❑ Other 11 rya Basement Finished Area (sq.ft.) Basement Unfinished Area (sq,ft) ..; Number of Baths: Full: existing 3 new # I Half: existing - new Number of Bedrooms: existing & c� Total Room Count (not including baths): existing / new 4 First Floor Roorh Count-9 3 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric Other ftP*t Central Air: XYes ❑ No Fireplaces: Existing 1 New D Existing wood/coal stove: ❑Yes J(No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size - Barn: ❑ existing ❑ new size_ Attached garage:X 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 X4 _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 14WNO •r-AXIMIA1G10� C401vt &9W6 Telephone Number Address 8©x W& M*ts Ji4G r License # t$S957 U24 t-18 Home Improvement Contractor# Worker's Compensation # J iCC: ©0S Lt6 0 abi I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DDuPtiWillg�- SIGNATURE DATE 3/17_ /I � r t, L FOR OFFICIAL USE ONLY APPLICATION# • DATE ISSUED :ow ' MAP/PARCEL N0._ ADDRESS VILLAGE r � 1 z< OWNER t ' DATE OF INSPECTION: 'ji FOUNDATION•: FRAME 0 t _ . INSULATION,'-,$,( c v 3�Z . FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH -, FINAL :. 'FINAL BUILDING �J v r y DATE CLOSED OUT z _ 5 .. f . ASSOCIATION PLAN NO. P Y 4 i The Commonwealth of Massachresetts Department of Industrial fi c•dents Office of Investigations 600 Washington Street" Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lep_ibly Name (Business/organizationllndivi dual): fzANN�Y ��rf�-NON CvS',tDM BU��� Address: 66A Fib City/State/Zip: MOAWf AW5 0 26# v e+1� . hone#: S 40 Are you an employer? Check the appropriate bog; 1. I am a employer with 3 4• ❑I an a general contractor and I Type of project(required): . employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑•I am a sole proprietor or partner- listed on the attached sheet. 7.XRemodzling ship and have no employees These sub-contractors have g Demolition working for me.in any capacity. employees and have workers' [No workers'comp. insurance comp,insurance,# 9. ❑Building addition required.] 5. 0 We are a corporation and its 10.E]'Electrical repass or additions 3.] I am a homeowner doing all work officers have exercised their 11.[ Plumbing g repairs or additions myself: [No workers' comp. right of exemption per MGL i2. Roof ropairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑Dther comp,insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information " t Aomeowneus who submit this affidavit indicating they are doing all work and them hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and s_ whether or not those entities have employers. If the sub-contractors have crployees,they must provide their workers'ca policy number. comp.P cF I am an employer that is providing workers'compensation insurance for my emp information. loyees, Below is the po&cy¢nd job site P • Insurance Company Name: MyWx- GAy(tl ; Policy#or Self-ins.Lic.# OCC 5008 Y&L Q 120 i ( Expiration Date: 6/ ( 1 2- Job Site Address: 9f p a � ear `e� ears City/State/Zip: Attach a copy of the workers' compensation policy declaration page(shoring the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.'152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment; as well as civil penalties in the fame of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penalties o erjwy that the information provided above is true and correct Sitmature: Date 3�L11� Phone A t`l- 71 q,7 F only. Do not write in this area;to be completed by city or town official n• Permit/.IAcerzsehority(circle one): Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son•. Phone#: ~ { Dstai 6/9/2011 Tiuwr 9r56 AN Tor PAT! - T PAM THE CERT TO TONN 0 9,15084287167 Rogers fr Cray Ins. PsQer 002 Client#:4003 RIMIPAT1 ACORD. CERTIFICATE OF LIABILITY INSURANCE VAAT@(MMIODIYYYY) INNI12o11 THIS CERTIFICATE IS MSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RICH M UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWCEN THE ISSUING INSUItEIt(2%AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:Nthe certiFim%holler Is an ADDITIONAL INSURED:the po[icyvas)rnuat be endorsed.U SUBROGAMON IS WAIVED,subject tD the terma and eonditia m Of the policy,carMin poGciea may require an andomement.A statement on this aedWrats does not coder rights to the ceriffiato holder in Geu of such endorsemer>t s PAOMOM Mina V han_ Rogers A Gray Ins.-So.Dennis 434 Route 134 - E-MAIL Nv; P.O.Box 1001 South Dennis,MA 02660-1601 INSURErr AFFORD01e COVERAGE NAIC• INSURER A:Nat'l Grange Mutual Insurance C INauRea. Patrick Rimingbon 8 Alex Ranrrey IPMU)gxe,Associated Employars Insurance " dba Ramey&Rimington Custom Carpentry INSU Is: P.O.Box 810 INSURER m n: Maretons Mills.MA 02US INSURE e; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RBQUIMWEYT, TERM OR CONDMONOF ANY CONTRACTOR OTHER DOCUMENT WITH REBIVECT TO WHICH TMIS CERTIFICATE MAY Be ISSUED OR MAY PERTAIN, THE INSURANCE AFFORD®BY THE POLICES DESCRIBED HEREIN IS SUaIECT TO ALL THE TERMS, EXCLUSIONS AND CONDTrIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE 8EE141.REDUCED BY PAIDp�CfL��AMS. i riPE OF INSURANCE POI ICY NUMBER i O(NIAP LIMITS A GENEruL LIAa1Lm 5 MPOTIGM 02irAll 08i211201 n22 OCCURRENCE .. .S1,0001000 PGEINIL COMMOW11AL GENERAL UABiUTT . . @IVIED • $500 000 car�al -1AADE ER OCCUR MEo FJw omr param $100 000 4 P15ROONAL S AUV INJURY Si 000 000 HJ GERAL AGGREGATE 52 ON 000 AOGROOATELIMITAPPLE CTS APPLIES PRODU -CWPIOPAGG $ W0000 P'OLICT PTO. -0C $. ALrYOseOatlE LlA91Lr1Y ED NGLE LIMR ANY AUTO BODILT rtrduRY(Par pawn) $ ALL OS AUTOS SCHEDULED AUTOS AUTO e0MLT 04AJRY ow AGddard) $ } HKW AUTOS AUTOS N� oROPEAIY DA►wGE $ UMBRELLA I" OCCUR EACH OCCURRENCE $' WMMuwe gArena�wOE AGGREGATE ; DIED g MrorrlcrJra cOIroENaATron wCC500"2012011 08f�11 08t061201 X vrC STATU AND EMPLOYERS'LUUTRJTY Y I N ANYO — mOIJA EL EAd AO=M 100 000OFF M � ER E(CLUDeW wn (MarrdemInNN) F1OdIEABE-EAKMPLOYEE iOt1000 DESC°R�OIOFOPERATIONSbebw E.L.DISEASE.POLICYLIMR $600000 DESCRIPTION OF OPERATKM I LOCATIONS I VENICLL'S(/1Rpch ACORD 101,Additlonsl Rw ttan fthsdels,IT mom spew Is rogiaredl 'Workers Compensation-Proprletors/PartnandExecutive Olticers/Membem Excluded:Patrick Rimington 8 Alex Ramgj*` H ***SAMPLE CERTIFICATE FOR SHOULD ANY CF THE ARGVE UMCNBEO POLICIES BE CANceT.r.ED BEFME THE EXPIRATION DATE THERWF, NOTICE WILL.BE GELIVE IM IN PROOF OF COVERAGE"" ACCWDANCE WftH THE. POLICY PROVISIONS. AUTHORIZED REPRIMIENTATNE ®19 -MID ACOAO CORPORATION.All right reserved. ACORD7019755 25 11M� 1 of 1 The ACORD name end Rego are registered merle of ACORD MLV . a E0/Z0 39dd L9TL8Zb805 WVT0:80 ZTOZ/ET/E0 N10sachusetts-DOartment,of Public Safety. Board of Building ReLoulatioris and Standard COnstrue2on.Supervisor License License: CS 88595 Restricted to: 00 7. ALEXANDER M RANNEY 140 Sl:AVIEW.AVE-': BASS RIVER, MA 02984 - .` �. ,•' , • ' tcY is "�i i =- Expiration_ 4116=2 uum�L.Kionrr Tr#: 25903 wMOOWAaa Office o nUu Affhir3&B sines&Rgh on HOME IMPROVEMENT CONTRACTOR` Rogistration 4-144752 f yRe Expiration 4462012 t)6A . f RAIVT�IEY&RIMI .:,—.0 CUtsF&CARPENTRY ALEXANDER R"� , f ' 140 SEAVIEW ` AVE':: Qa. BASS RIVER,MA 02664 Undersecretary r ` : , £0/£0 39Vd _ L9TL8ZV809 WVTO:80 ZTOZ/£T/£0 1 ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y Ma — 6 p S Parcel 6 Application # �M 66 Health Division Date Issued ' Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 018 ?_so"Ck_se Cvv( L& Village C6-1Vti U Owner Www' > A46Y Address 61* 2+��W Telephone fggCl 6 3 6 - o 2-17- Permit Request Jq- I-44aF- o AA45o 140 l,�/�B S1�Ao� C '�l�A'T at:nn9 j3�S&aM �3 i7 /2I TO, � �� `c �(iv�orw dVl►93Ti�1f� �f�176tu¢6/�l vGi?� Square feet: 1 st floor: existingproposed 2 d floor: existing /20 proposed Total new b Zoning District Flood Plains Groundwater Overlay ' +� Project Valuation C 75'6 Construction Type Lot Size G, ZS" AeAk Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 73 05r, Historic House: ❑Yes ko 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 _ 7 Half: existing new Number of Bedrooms: existing Q new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: &Gas ❑ Oil ❑ Electric ❑ Other 7 Central Air: 44es ❑ No Fireplaces: Existing New Existing wood/coal stove:, ❑Y ❑ No /' - ' I w �� Detached garage: Iexisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing LL ew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing 0 new size _ Other: �• ' 9 '� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes YNo If yes, site plan review# Current Use Z Proposed Use F 4 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name -(,AwIV Telephone Number (S-100) 7 / q 7 Address License# 098 S 9 S' Uw '3N5 Home Improvement Contractor# ( 7 SZ $ Worker's Compensation # 5-0 o zO( 2,009 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i) IP519(t SIGNATURE DATE FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE "OWNER ~ t DATE OF INSPECTION: FOUNDATION FRAME es:- tAJ6 fa ko •t- rINSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ro KlKq(... M o �R1'cQ p ti 5 flee- P%'ram S cow— DATE CLOSED OUT ASSOCIATION PLAN NO. 'g . r `ox ofarsl`aXe Regulatory Sen 4ces t XA�PI3TA U L$ `. Thomas F. Geiler, Dixector 6,N 9 Bafldzng Division Thomas Ferry, CBO,Building Coinmissiaxzer '200 Main Street; Hyannis,MA 02601 www.town.barnsta b le.ma.us Officcc 508-862-4038 Fax: 508-790-6230 -PLAN REV EEW 02 0 10 00 �40 Y Owner. 2 G, Map/.Nrccl: Project Address 1!<i-K4F�ff�ew Builder: 'pK'' + c' <�tlGT�✓ -4 G'- ` The following items were noted on reviewing: Reviewed by: w/ Date: Q:Fomas:Plnrvw *� The Commonwealth of Massachusetts Department of Industrial Accidents 1 ' Office of Investigations I' 600 Washington Street l� l% Boston, MA 02111 www.mass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lefibly Name (Business/Organization/Individual): TzA1JNEy - Z (r' �� CI�STG (1i2�6 Address: 36)( b City/State/Zip: (vlM'PN S myLS UUgVhone #: s N 2$-1 1 4? Are you an employer? Check the appropriate box: Type of project(required): 1 j I am a employer with 4. ❑ 1 am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6• ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9 []...Building addition [No workers' comp. insurance comp.insurance.$ 5. ❑ We are a corporation and its 10.❑Electrical repairs or additit required.] 3.❑ I a homeowner doing all work officers have exercised their 1 l.❑ Plumbing repairs or additit myself[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152,§1(4);and we have no employees. [No workers' 13.❑ Other comp. insurance required,] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number, 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Ntrl�ry G1rfG� �� �' S`� co t Policy#or Self-ins, Lie, Expiration Date: L Job Site Address: 0i ON(,LU U4.sM eoyx_ -mq�'� City/State/Zip: Cam- b�9 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 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 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. 1 do hereby certify ender thepains andpenalti.es ofperjury that the info rmationprovided above is true and correct. Signature: Date. 9 /o Phone.#: S'I?% q-z,&—7 t' 7 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): I. Board of.Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute, an employee is defined as "...every person in the service of another Linder any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of 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,MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.. The affidavit should be returned to the city or town that the application for the pen-nit or license is being requested,not the Department of Industrial Accidents. -Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia The Cape Cod Carpenters Rannev & Rimington Custom Builders www.TheCapeCodCart)enters.com ESTIMATE January 27,2010 Site: 98 Pinquicksett Cove Circle,Cotuit Nick Argy (774)836-0222 nargy d comcast.net PHASE III: Finish of remodel of 1"floor of existing home, 1st floor of new connector& 2°d floor of garage(does not include 2°d floor of connector or ldtchen in existing home) Work to include: • Supply floor plan drawings and specs as needed for permitting with Town of Barnstable permit costs for Town of Barns table • Apply for building permit and p . • Apply for electrical and plumbing permit applications.and permit costs in town of Barnstable • Meet with health and fire departments for approval • Supply 30 yard dumpster on site for construction waste removal. Supply portable'toilet on site • Deconstruct existing 1st floor bathroom,laundry&closet • Tie off plumbing and electric in existing 1st floor remodel • Open access from existing house to new connector addition by constructing 2 entryways: front hallway and near chimney removing wall in living room(does not include structural work to support ceiling if this is deemed necessary) • Frame new laundry room,Pantry&closet;master bath shower,tub&watercloset; and 2"d floor garage bathroom as per plans in accordance with MA State Building code 780 CMR • Deconstruct existing'wall in dining room`by screen bumpout • Excavate and.pour 3 sonatubes under current porch • Tie off electrical wiring in this area as needed for new construction ; • Reframe opening for 2 stationery picture windows, l double hung door; frame for plywood flooring to make ready for finish flooring • Insulate under floor as per code and cover,it with pressure treated plywood P.O. Box'816 Marstons Mills,MA 02648 Construction Supervisor License#CS-088595 Phone:508-428-7147 Home Improvement Registration# 144752 " a Fax: 508-428 7167 Liability Insurance#MP076069 F E-mail: Workmen's Compensation#WC-7431686 info@thecapecodcarpenters.com Federal Tax ID#20-1633909 Ar finish remodel estimate,page 2 • Install 2 picture windows(unit size 4'0"w x 5'11-7/8"h;white/clear pine,high performance low-E4 tempered glass)and 1 double door unit to match existing newly installed double door in living room as closely as possible(door allowance$1200.00) • Install clear white cedar squared&rebutted shingle siding around new construction bumpout; including necessary preparation,Tyvek& `ice&water' as needed • Install pre-primed exterior trim to match existing as closely as possible • Install approx. 6' steps to deck from new bumpout to match existing procell steps as closely as possible • Install new rough plumbing in connector&garage as per plans including 3 bathrooms(see attached plumbing schedule) • Install rough,electric in new construction&remodel as per plans including88 New Work 5"halo recessed lights w/down trim(HALO 5001 W), 3 20 amp GFI receptacles,3,NUTONE fans 110CFM 4.0 sons vented outside,2 BRK photo elect smoke/CO combo,outlets to code,wiring&installation of homeowner supplied vanity lights • Install insulation as pre code in 1"/2°d floor garage, 1 t&2"d floor of connector addition and newly constructed bumpout • Hang gypsum wallboard on all new construction(excluding 2nd floor of connector addition which is to remain unfinished at this time) - • Plaster all newly hung gypsum wallboard in'preparation for customer contracted painter to finish skim, fill and paint • Install file in 3 bathrooms as follows(tile allowance$2.00 per square foot);note: price for tile laying is, based on one style or color of tile in each area,flat edge to flat edge,without intricate custom designs. o living room bath floor— 12"x 12"tiles; approx. 100 sq feet o garage bath floor 12"x 12"tiles;approx. 100 sq feet o master bathroom floor- 12"x 12"tiles; approx. 160 sq feet o master bathroom shower floor- 12"x 12"netted tiles;approx. 36 sq feet o master bathroom shower walls-6"x 6"tiles; approx. 150 sq feet e o master bathroom above bathtub-6"x 6"tiles;approx. 70 sq feet • Customer contracted flooring should be installed at this time in all new construction; finish flooring is not included in this estimate a • Install interior doors as per plans in all new construction;all doors with the exception.of the 20-minute= firerated garage entry door will be prehung solid masonite with standard brass hardware; standard trim to match existing as closely.as'possible • Install lx4 pre-primed pine window trim on all new construction windows to match existing as closely as possible(excluding 2n4 floor connector addition) Argy,finish remodel estimate,page 3 • Install oak treads and pine risers on mudroom to garage 2nd floor stairway with oak hand rails and '/2 plaster wall with pine cap trim surrounding open stairway • All trim and stairs are install unfinished for customer contracted painter to complete to finish; filling, prep work,painting&polyurethane is not included in this estimate r • Install finish plumbing work as per attached plumbing schedule • Install finish electrical work ' • Please note: This estimate does not include any closet or linen shelves or built-in units. .Labor& materials for the following work that the customer has opted to subcontract himself is not included in this estimate: heating,air conditioning,water heaters,flooring(other than file work described), shower doors,prep,paint,polyurethane, stain or finish work,kitchen remodel nor any work on 2"d floor of existing house and 2nd floor of connector addition between existing house and garage. TOTAL LABOR& MATERIALS $ 146,750.00 Payment schedule: Due upon signing of contract $ 5,000.00 r►�' - Due upon approval of building permit $ 25,000.00 Due upon completion of rough framing of bumpout $ 25,000.00 Due upon completion of rough plumbing&electric $ 20.000.00 Due upon ordering of tile&trim $ 15,000.00 Due upon installation of insulation $ 15,000.00 + Due upon hanging of gypsum wall board $ 15,000.00 r Due upon installation of trim $ 15,000.00 ` Due upon completion of finish plumbing&electric $ 7,500.00 Due upon completion of contracted work $ 4,250.00 , Please note: • Contractor is not responsible for any damage to lawn or plantings around demolition area • All construction waste and replaced items(including windows,doors&appliances)will be considered disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,storm water pollution discharge or costs associated with American Disabilities Act requirements if necessary. • Any repair,moving or installation of alarm system is the responsibility of the property owner. • If an allowance is included in this contract,it is based on the maximum amount allowed on standard retail prices. No refunds will be given and contractor ' may take advantage of certain discounts that will not be considered in the allowance total if contractor is purchasing the allowance items. • Customer is to supply all paint if any is being used(unless otherwise specified) • Property Owner agrees that Ranney&Rimington Custom Builders may display a small sign on the property during the duration of the work and one month x after completion • Property Owner is responsible for any and all engineering costs and site plan costs necessary in association with obtaining any necessary permits unless otherwise noted. • All home improvement contractors and subcontractors shall be registered by the Director and any inquiries about a contractor or subcontractor relating to a registration should be directed to:Director,Home Improvement Contractor Registration,One Ashburton Place,Rm 1301,Boston,MA 02108 • The property owner has three-day cancellation rights of this contract under M.G.L.c.93,48;M.G.L a 140D,10 or M.G.L.c.255D,14 as applicable. • All warranties and property owner's rights are under the provisions of 780 CMR 110.6 and M.G.L.c.142A • Any alteration or deviation from above specifications involving extra costs will become an extra charge over and above the estimate at$50.00 per hour plus materials. If cost ofmaterials and labor changes, �WZ • It is the obligation of the home improvement contractor to obtain any and all necessary construction-related permits;in the event that the property owner secures their own construction-related permits or deals with unregistered contractors they will be excluded from the guaranty fund provisions of M.G.L.c. 142A. Work will begin no later than six months from the issuance bf any necessary permits and will be completed no later than two years from the issuance of necessary permits, - • Property Owner's failure to make payments for work duly performed may result in a lien against the homeowner's property..Owner is responsible for any f, legal fees and court costs Ranney&Rimington may incur to collect the monies due on this estimate.The contractor and the property owner hereby mutually agree in advance that in the event the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a private arbitration service which has been approved by the secretary of the office of consumer affairs and business regulations and the consumer shall be required to submit to such arbitration as provided in M.G.L.c.142A DO;anneyv N NTRACT IF YOU HAVE NOT READ IT OR IF THERE ARE ANY BLANK SPACES &Rimington tustom Builders Date Property.Owner Date Generated by REScheck-Web Software Compliance Certificate_,. Project Title: Argy Garage and Addition . Energy Code: 2007 IECC Location: Barnstable,Massachusetts 7 Construction Type: Single Family Conditioned Floor Area: 4334 M Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 98 Pinquicksett Cove Circle Cotuit,Massachusetts Permit Date:1/31/10 • • - • •- Compliance: Maximum UA:560 Your UA:535 Assembly Area or R-Value - or DoorPerimeter U-Factor Ceiling:Flat or Scissor Truss 800 30.0 30.0 14 Ceiling:Flat or Scissor Truss 1334 30.0 30.0 23 Wall:Wood Frame,16in.o.c. 1449 13.0 13.0 46 Window:Wood Frame,2 Pane w/Low-E 315 0.320 101 SHGC:0.52 Window:Wood Frame,2 Pane w/Low-E 152 0.320 49 SHGC:0.52 Door:Solid 16 0.520 8 Wall:Wood Frame, 16in.o.c. 1300 13.0 13.0 / 62 Wall:Wood Frame,16in.o.c. 800 13.0 13.0 38 Basement:Solid'Concrete or Masonry 600 0.0 0.0 148 Wall height:5.6' Depth below grade:5.0' Insulation depth:0.0' Floor:All-Wood Joist/Truss Over Uncond.Space 2852 30.0 30.0 46 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2007 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Acx (24myc-1 Name-Title i2,[Z'ct) Signature Date Project Notes: Garage and addition/conector Project Title:Argy Garage and Addition Report date:01/31/10 Data filename: Page 1 of 4 Cllerd0:4W03 RIMIPAT1 -ACORD,a CERTIFICATE OF LIABILITY INSURANCE o E(MMIDOMM PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND434 Route 134 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O.Box 1601 South Dennis,MA 02660.1601 INSURERS AFFORDING COVERAGE NAIC 9 INSURED iwwRER A:.National Grange Mutual Insurance Co. Patric:Rimington&Alex Ranney Ramma.Associated Employers Insurance Co. dba Ranney&Rimington Custom Carpentry IHsuRER a --' P.O.Box 816 utwRER D: Marston Mills,MA 02648 NSURaLE COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TEAM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . L TYPE OF INSURANCE POLICY NUYBER POLICY EFFECTIVE POLICY EXPIRATION lDIRB A GENERAL LIABILITY MPOT6069 08121109 08121MO EACH OCCURRENCE $1,000,000 X COMNERCU L GENER L L41BLL TY OAMAGE TO SESIE.=", $500 000 CWN9 MADE aOCCUR NED EXP(Any a $10000 X PD Ded:250 PERSONAL a ADV INJURY $1000 000 GENERAL AGGREGATE s2,000,000 GENL AGGREGATE LIMIT APPLIES PEk PRODUCTS-coMPIOPAGG s2,000,000 PDIICY LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB = ANY AUTO I (Ea aeiaMa) IIG�Y 1 ALL OWN®Al/T09 1 BODILY INJURY (�►PM�) $ scHrmuLEDnuras wo�klmAns HIRED AUTOS BODILY INJURY NON-GWHED Amos U!� Or'Vi_ Mw Itcdd ) $ (w,e°ROP�TToeaemjAwcE s GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT s ANY- OTHER THAN EA ACC S AUTOoNLY: AGG S EXCE99IUMBRELLA LlAB6ITY EACH OCCURRENCE S OCCUR �CWN9 MADE AGGREGATE $ DEDUCTIBLE S RETEHnON .S S B WORKERS COMPENSATION AND WCC500B482012009 08R16/09 08/06110 X we STATu I oTH EMPL0YERT UA8°m EL.EACH ACCIDENT s100 000 OIRM SEREXCL� EL-DISEASE-EAEMPLOYEEs100000 °�o0B101d� �,,, EiDlsEasE-POLICYUMIT s500000 ... OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VENTCLES I EXCLUSIONS ADDED BY ENDOR6EILEM 19PEQILL PILOVIBpN9 -. "PLEASE NOTE THAT THE PARTNERS HAVE ELECTED NOT TO COVER THEMSELVES UNDER WORKERS COMPENSATION" CERTIFICATE HOLDER CANCELLATION . _ SHOULDANYOFTHE ABOVE DESCRIBED POLICIES BE CANCELLED SEFORETHE EWMATION Town of Barnstable DATE THEREOF,THE ISSUNGDLBIIRHI WILL ENDEAVOR TOMAIL --J0_ GArswBInEll .. .. 200 Main Street - NOTICE TO THE CERTIFICATE HOLDER HAMMTO THE LEFT,BUT FAILURE T000$0SHALL . Hyannis,MA 02601 :Be14 NO OBLIGATION OR UIBBJTY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESEMARVES. .. AUTHORED REPRESENTATIVE AORD 25(2001108)1 of 2 946403 MLV 0 AORD CORPORATION 1908 Client#.45303 RIMIPAT1 ACORD. CERTIFICATE OF LIABILITY INSURANCE 1005,9°`"""`' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.0.Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A National Grange Mutual Insurance Co. Patrick Rimington&Alex Ranney INSURER B: Associated Employers Insurance Co. dba Ranney&Rimington Custom Carpentry INSURER C: P.O.Box 816 INSURER D: Marstons Mills,MA 02648 INSURER E: 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 RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR 3 TYPE OF INSURANCE POLICY NUMBER DATE MM/D DATE IMMIDDIM UNITS A GENERAL LIABILITY MP076069 08/21/09 08/21/10 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES $500 OOO CLAIMS MADE �OCCUR MED EXP(Any are person) $1 O 000 X PD Ded'250 PERSONAL 8 ADV INJURY $1 00O 000 GENERAL AGGREGATE s2,000.000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG s2,000,000 POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO .- , ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per pew) $ 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 $ AUTO ONLY: AGG $ EXCESSIUMBRELIA LIABILITY EACH OCCURRENCE _ $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WCC5008462012009 08/06/09 08/06/10 X I WC STATU 0ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $100,000 ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $100,000 It yes describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 400,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS **PLEASE NOTE THAT THE PARTNERS HAVE ELECTED NOT TO COVER THEMSELVES UNDER WORKERS COMPENSATION** CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL � DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY IUND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORQPD REPRESENTATIVE ACORD 25(2001108)1 of 2 #46403 MLV 0 ACORD CORPORATION 1988 wo,k QT4' qCc ' i _r - � . Jdze iJon�vinavutsea� a�✓ �ude� 9oard of Building Regulations and Standards 'Construction Supervisor License License:. CS 8M5 Ezptrattont 4116/2010 Tr# 24101 �� Restnchon 00 ALEXANDER M RANNEY ,yam 267 MEIGGS-BACKUS RD SANDWICH,MA 02563 - Commissioner = 13(i:fMoY HOME IMPROVEMENT CONTRACTOR Registration: 144752 Expiration.,_ 7,1/2/2010 Tr# 277404 Type bBQ RANNEY&RIMINGTON'CUSTOM CARPENTRY ALEXANDER RANNEY. 267 MEIGGS BACKUS RD.: SANDWICH,MA 02563 .administrator o k�� baarAva pin'ng- �ivin --- 140 a qo 1 ob 14'x 13o ii >31C t t Firs- Iccr Plan ® S yfj" _ m 'of�5 h f e �8 �(n�uicks�f Gr;r� �ir�le C=r�ui�,. (�a�achu�efhs plah FILE COPY 'I p�dr�m 2 I ►o`^x9b t �cdroom 3 I S,x a i i Izo x no tl 1 t, bdoW� O O I .441 hon I rate -b if W- y 9 es kf e2ce � 9Pj 'Pt'n�ulGksc�' w� Gir'cle ems ' FImor- Plan a `OFTHE�° Town of B arnstable Regulatory Services M BA MARL LE.p' - g y 7 ASS. 0 1639. �0 Building Division prf0 MAy s, - 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice 1 Type of Inspection Location 90 f1AJ0t(GKr-7Y 6U6 Permit Number -.-Zo(o 90 O 00-)- Owner Builder . t One notice to remain on job site, one notice on file in Building Department. ` The following items need correcting: t o UG 'S ,�� 07 N AA .�i.o�p ►2 f 13, Y 4 ,/—a Please call: 508-862-4for re-inspect* ` /fj / A Inspected by ��` c r-- Date / r 9 � �oF.ME rti� Town of Barnstable + BARNSTABLE. Regulatory Services x 9 MASS. 039. g Buildin Division pfF GM 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 13 Location '70'0 Permit Number Z b SU 6 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: r S&CcPxC Lo lly 0—Dl-cc.4aly 3 E / ILJV, f t Please call: 508-862- for re-inspection. Inspected by �C Date 3 �/ /0 } w p`oFtNE ratio Town of B armtable F BA MASSA,LE. 1 Regulatory Services - Y MASS ' - • �'°fFDMA+a�00 ' Buildi lg Division } , 20 01VIain Street,Hyannis,MA 02601i f ,. u. Office: 508-862-4038 6r. Fax: 508-790-6230 .. " Inspection Correction Notice Type of Inspection /3 ,� dt/Q 01 bLocatio �Ce � €Permit Numer: Owner _ _. RBuilder One notice to remain on job site; one notice on. file in Building'. .epartment g The following items-need correcting / r k 1 G4 .SE c GF e � l a.ll� 'Cla c r6 , � L b� � E- 1SIS / ('14 7'� r1 r � F _ inJ _ s a'7- � V /C — J /ems s Ile OF x cli IF ^t =r + Please call: 508-862 '' . ._ '. 408 for re inspection. Inspected by t TOWN OF BARNSTABLE,BUILDING PERMIT,APPLICATION,., r Map Parcel, ll� A lication # pp / Health Division Date Issued a f Conservation Division V<- s£Y - L1 2 08 r . Application Fee 1a10 V �f' j Planning Dept: - `Permit Fee w Date Definitive:Plan Approved by Planning Board Historic - OKH - Preservation/Hyannis • ' Project Street Address Village ccl VV, Owner mulGLAY fty : Address 3 Telephone (7 7� �s Permit equest '► � Nkw X-TPCKP o , _ �`3� S F, �tr1Z L% ? c "� N;► T Niw' !17&- ; rev�' OVU5� ®'X '2 / I�oi`f`,J STo CM, i ►v,; Square feetL.l st floor: existing - proposed 2nd floor: existing proposed 'Total new -? Q' TF Zoning DisfRct ® Flood Plain Groundwater Overlay 1 Project Vahatio W4ConstructioQ Type Lot Size co 1 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling_ppe:_ingle F rnily Two Family ❑ Multi-Family (# units) Age of EAstinTStructup rf, Historic House: ❑Yes No On Old King's Highway:-❑Yes No Basement Type: FII ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) goo Basement Unfinished Area (sq.ft) Number'of Baths: Full: existing 3 new d Half: existing O new Number of Bedrooms: 4 existing 0 new Total Room Count (not including baths): existing new (9 First Floor Room Count 3 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric OJOther f OfME Central Air: PfYes ❑ No Fireplaces:Existing I New D Existing wood/coal stove: ❑Yes ❑ No 3 o® 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 )6 No If yes, site plan review# Current Use Proposed Use " - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number �5��)�33 -460 3 Address License# C5 - ago sRS� ` 0 616 WOW NUS MA- Home Improvement Contractor# I ou g U Worker's Compensation # o 09 3�5 (l coo ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -PuMP5*71 SIGNATURE DATE 0 k . FOR OFFICIAL USE ONLY AP.R ICATION# DAISSUED MAP tPARCEL NO. ilk- ADDRESS VILLAGE f OWNER t DATE OF INSPECTION: ev,7X 7a � �s�rereeris�f FOUNDATION des ok N av C-A— F tY o?ie o'.� FRAME /tt tSZ M-41 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9, (Q « O dZ—Mc-/c, IUcs �- DATE CLOSED OUT r 3 ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations- ' d 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLyibly Name(Business/Organization/Individual): buy `G F.10 &wToid t:: Ve m 3l &P Siv&` Address: 91 G City/State/Zip: Mq ll-Sltiw S {�Uj Phone.#: �$ ) �l % —7 (' l Are ou an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 3 4. ❑ I am a general contractor and I * have hired the sub-contractors 6. New construction employees(full and/or part-tim.e). _ .2.❑ I am a sole proprietor or partner-' listed on the attached sheet. T. ❑ Remodeling ship and have no employees These sub-contractors have 8.'❑ Demolition workingfor.me in an capacity. employees and have workers' y P �'• # 9. ❑Building addition [No workers'comp.-insurance comp.insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11.0 PIumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] "Any applicant. m that checks box#1 must also fill out the section below showing their workers'compensation policy inforation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors.that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Iam an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: ( 11"� S` 1 �4 Policy#or Self-ins. Lic.#: �3 (� e (� Expiration Date: Job Site Address: 98 �aU�)A_T Caw(, c�tct,E City/State/Zip: &6V-, )A/4 ' 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 tip 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above i true and correct Simafore: Date: 2 Phone#: Offtcial 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#: Information and Instructions E Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation'for their e,*.np) s. Pursuant to this statute,an employee is defined as"...every person in.the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the aintenance, construction or repair work on such dwelling house dwelling house of another who employs persons to do m or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of 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,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),address(es)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Off;:ials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Department of IndustrW Accidents Office of luvestigations, 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727=7749 Revised 11-22-06 www.mass.gov/dia t=`; � ✓�ze�m�viirao o�✓� u�aelld 3Gard of Building Regulations and Standards t z 4 Construct up ion Supervisor license Uc 88595 _ ense CS q Exp�raUon M16/2010 Tr# 24101 99f. 00 . ALEXANDER m RANNEY 267 MEIGGS-BACKUS SANDWICH,MA 02563 Commissioner k . f a Anu arm I mot, - — HOME IMPROVEMENT CONTRACTOR Registration: 144752 Expiration:,._-11/2/2010 Tr# 277404 Type DBA RANNEY&RIMLNGTON CUSTOM CARPENTRY ALEXANDER RANNEY.,..' ._; 267 MEIGGS BACKUS RD SANDWICH,MA 02563. Administrator • is - for indivuf"I License or registration ate!dlf found return to' � ❑ inr before the expiration and Board of Building Regulations and Standards 116•fr`ti HOME IMPROVEMENT CONTRACTOR One Ashburton Place Rm 1301 Registration: 144752 277404 Boston,Ma.02108 Exp�ratiori ,11/2/2010 Tr# Type D,BA lug 4."%IiA;r.-z:� p., RANNEY&RIMI.NGTON CUSTOM CARPENTRY S4 R'ANNEY� ALEXANDER NNE #; , _ � , .• Not valid.vithout signature I 267 MEIGGS BACKUS RD �j` pdministrAt°r SANDWICH,MA 02563`�� 1 GRANITE STATE INSURANCE COMPANY 32166-0000 WC 743-16-86 13102 --------------------------------------------- 013-66-o808-oo r • ••• • • • TKRMINGTON ALEX RANNEY PO BOX 816 Member Companies of MARSTON MILLS, MA 02648=0000 American International Group EXECUTIVE OFFICES: 70 PINE STREET, NEW YORK, N.Y. 10270 SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE - WC990610 I.D# MA U •.. • •.•- ROGERS GRAY WORKERS COMPENSATION AND EMPLOYERS 640 1 YANNOUGH RD LIABILITY POLICY INFORMATION PAGE HYANN I S, MA 02601-0000 INSURED IS PREVIOUS POLICY NUMBER PARTNERSHIP RENEWAL oo4 81loo OTHER WORKPLACES NOT SHOWN ABOVE: SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE - WC990610 ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the Insured's mailing address FROM o8/o6/08 TO o8/o6/09 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ ;00.000 policy limit Bodily Injury by Disease $ 100.000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT - WC2003o6A D. This policy includes these SEE EXTENSION OF ITEM 3.D. OF THE INFORMATION PAGE - WC990612 ITEM 4 The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit Estimated Total Rate Per Estimated Remuneration Premium Classifications Code Number mu0neraFt on Annual ❑3 Year Annual 0 3 Year SEE EXTENSION OF ITEM 4, OF THE INFORMATION PAGE WC7754 TAXES/ASSESSMENTS/SURCHARGES $417 EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) 1 8 MV MINIMUM PREMIUM $500 MA TOTAL ESTIMATED PREMIUM $6,969 If indicated below,interim adjustments of premium shall.be made: Semi-Annually Quarterly Monthly DEPOSIT PREMIUM 08/o8/08 ASSIGNED RISK 66 Issue Date Issuing Office Authorized Representillive WC 00 00 01 39967(Rev'd 04/08) INSURED'S COP`! A NGM INSURANCE COMPANY, INSURED 55 West Street, Keene, NH 03431 Telephone: 4-888-646-7736 CONTRACTORS POLICY DECLARATIONS Named Insured and Mailing Address P RIMINGTON & A RANNEY Policy Number:, NP076069 SEE NAME SCHEDULE Account Number: CAC076069 PO BOX 816 , MARSTONS MILLS, MA 02648 Agent: ROGERS AND GRAY INS AGENCY INC AGENT PHONE : 508 398 7980 POLICYHOLDER INFORMATION Named Insureds Business: CARPENTRY RESIDENTIAL Entity: PARTNERSHIP Policy Term: 12 Effective: 08/21/08 (12:01 A.M. Standard Time at the address Expiration: 08/21/09 of the Named Insured stated above) In return for the payment of the premium and subject to all the terms of this policy, we agree with you to provide the insurance as stated in this policy. See the attached schedules for Description of Premises, Property Coverage, Optional Coverages, Forms and Endorsements applying to this policy and Mortgagee Schedule if applicable. BUSINESSOWNERS LIABILITY COVERAGE LIMITS OF INSURANCE Liability & Medical Expenses - each occurrence S 11000 , 000 Personal and Advertising Injury Limit 0 11000 ,000 Products-Completed Operations Aggregate Limit 0 : 2, 000 ,000 General Aggregate Limit - $ 2, 000 , 000 Fire Legal Liability- any one fire or explosion S 500 ,000 Medical Expense Limit - per person S 10 ,000 Business Liability and Medical Expense: Except for Fire Legal Liability, each paid claim for the above cover- ages reduces the amount of insurance we provide during the applicable annual period. Please refer to section DA. of the Businessowners Liability Coverage Form. For policies subject to premium audit: Annual Audit Applies. Commercial Inland Marine Coverage Part INCLUDED Estimated Annual Premium: $ 6,645 TOTAL PREMIUM AND CHARGES* S 6645 Rogers&Gray Insurance:Agency,Inc. Countersigned: By: it y r Bye 645470(9/00) 06/29/08 RENEWAL BW 'F Town of Barnstable . -Conservation Commissio6m BARNSTABLE; 200 Main Street . MASS. 1639. Hyannis Massachusetts 02601 FD MA't Office: 508-862-4093 FAX: 508-778-2412 Permit No. ✓ Statement of Applicant/Applicant's Agent upon Obtaining a Building Permit Application Signoff from the Barnstable Conservation Division I fully understand that although I have obtained a signoff on the Building Permit Application for my project,site work may not begin under the Order of Conditions until the following requirements(from Section II of the Order of Conditions)have been met: Not Met Met ❑ I. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General Condition number 8 (recording requirement)on page 3 shall be complied with. ---Must be met prior to sign-off. ❑ 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and . . approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. ❑ 3. General Condition 9 on page 3 (sign requirement)shall be complied with. ❑ 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work.. ' 5. The work.limit line shown on the approved plan shall.be staked in the field by the project surveyor/engineer. ❑ 6. Staked strawbales backed by trenched-in siltation fencing shall.be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. ❑ 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation -Commission. Note: the,,strawbales.and siltation fence must show in the foreground(or bottom of the photographs. App scant or Applicant's Agent.Signature Da e �N��J % (L1M GON cy5r#,� /�uTL��nIG oFi 7 37 Company Name Phone# ti x �ZfIy Print-Name q:fonns:bldsignoff Z L 05-23-200S Massachusetts Department of Environmental Protection Bureau of Resource rrotection -Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions SE3- 4729 Massachusetts Wetl.,. �c3 Protection Act M.G.L c. 131, §40 and § 237-1 to § 237 4 Town of Barnstable Code _ A. General Infori.iaidiui II Important: Bamstable When filling 1.From: Conservation Commission out forms on the computer, 2.This issuance is for(check one): a.`` ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3.To: Applicant: . move your cursor-do not Nicholas AArgy,Tr.o—r t' use the return a.First Name b.Last Name key. 98 Pinquickset Cove Circle R.T. c.Organization 47 Babbling Brook Road d.Mailing Address Centerville MA 02632 'dOp e.City/Town f.State g.Zip Code 4. Property Owner(if different from applicant): a.First Name b.Last Name �VE►, c.Organization ? d.Mailing Address y MASS' 1659.A�e� e.City/Town f.State g.Zip Code. 5. Project Location: 98 Pinquickset Cove Circle. Cotuit - a.Street Address b.Village 005 066 C.Assessors Map Number d.Assessors Parcel Number Latitude and Longitude, if known: e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Barnstable a.County b.Certificate Number(if registered land)/Plan/Lot# 22650 249 c.Book d.Page MAY 2 1 2008 7. Dates: April 8,2008 May 13,:2008 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved.Plans'and Other Documents(attach additional plan or document references as needed): Revised Site Plan a.Plan Title Baxter Nye Engineering&Surveying ;Stephen Wilson, P.E. b.Prepared By c.Signed and Stamped by May 14,2008 1"=40' d.Final Revision Date e.Scale f.Additional Plan or Document Title g_Date ��ZOOS-0o3 BAXTER NYE ENGINEERING&SURVEYING wpafomn5.doc•rev.21 M Bamstable revised 4/11/2006 73 North Street, 3`d Floor Page f or fo Hyannis,Massachusetts 02601 Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands MassDEP File Number: 1 WPA Form 5.- Order. of Conditions SE3- 4729 ILMassachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application.and presented at the public hearing,this Commission finds that the areas in which work is proposed is significantito the following interests of the Wetlands Protection Act Check all that apply: i a: ❑ Public Water Supply1 b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply i e. ❑ Fisheries f. _ ® Protection of Wildlife Habitat g. ❑ Groundwater Supply j h. ® .Storm Damage Prevention i. ® Flood Control 2 This Commission hereby finds the project,as proposed,is:(check one of the following boxes) - Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in accordance with the Notice of'lntent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals_submitted with the Notice of Intent,these conditions shall control I Denied because: t ; b. ❑ the proposed work cannotlibe conditioned to meet the performance standards set forth in the wetland regulations.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meetlis attached to this Order. c. ❑ the information submitted by the applicant is not.sufficient to describe the site, the work,or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Acts interests,and a final_Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts:Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area i Proposed Permitted Proposed' Permitted � - I Alteration Alteration Replacement Replacement 4. ❑ Bank i a.linear feet b linear feet c.linear feet d linear feet. 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b..square feet c.square feet d.square feet and Waterways i j e.cty dredged T ray dredged wpafomr5.doc•rev.2127/08 8amstable revised M712008 Page 2 of 10 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassoEP File Number: WPA Form 5 — Order of Conditions SE3- 4729 I Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and§ 237-1 to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering land Subject to Flooding a a.square feet b.square feet c.square feet d.square feet h Cubic Feet Flood Storage I e.cubic feet ' f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage i c.cubic feet d.cubic-feet e.cubic feet f.cubic feet s. ❑ Riverfront area a.total sq:feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft' g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts:!Check all that apply below. (For Approvals Only) 1o. ❑ Designated Port Areas Indicate size under,Land Under the Ocean, below 11. ❑ Land Under the Ocean ! a.square feet b square feet c.c/y dredged d.;Gy dredged 12. ❑ Barrier Beaches ? Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches I a.square feet b.square feet c.cty nourishmt.. d.c/y nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet C.cty nourishmt d.c/y nourishmt 15. ❑ Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet. a_square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet [`• d. i q q q square feet 18. ® Land Under Salt Ponds - 800(boardwk) a.square feet b.square feet c:c/y dredged d.;c/y dredged .19. ❑ Land Containing Shellfish `. a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs ! Indicate size under Coastal Banks,inland Bank,Land Under the Ocean,and/or inland Land Under Waterbodies.and Waterways, above a.Gy dredged- b.c!y dredged 21. Land Subject to Coastal —5,480 Storm Flowage a.square feet b square feet wpaform5.doc•rev.2127108 Bamstable revised 411IRM Page 3 of 10 Massachusetts Department of Environmental Protection I MassDEP File Number: Bureau of Resource Protection -Wetlands WPA .Form 5 - Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act M.G.L. c 131, §40 and § 237-1 to § 237-14 Town of Bamstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. .The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights.. 3. This Order does not relieve the!permittee or any other person of the necessity of complying with all other applicable federal,state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the.date of issuance. If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting.the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for, one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish,or debris,including but not limited to.lumber,bricks,plaster,wire, lath, paper, cardboard, pipe, tires,ashes, refrigerators;motor vehicles,or parts of any of the foregoing. 7. This Order is not final until all administrative.appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before:the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property..In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index unde I the name of the owner the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court. Certificate of Title of the owne I of the land upon which;the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds,prior to.the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words,' "Massachusetts Department of Environmental Protection"[or, "MassDEPI "File Number SE3-4729 wpatam%5.doc-rev.227108 Bamstable revised 4/112008 Page 4 of 10 i LlMassachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions sE3- 4729 Massachusetts Wetlands Protection Act M.G.L C. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a parry to all agency proceedings and hearings before MassDEP. - 11, Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12..The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant,enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the I area subject to this Order at reasonable hours .to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation.. . 15. This Order of Conditions shall 'apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland injthe vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission: 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or, water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or,damage prevention controls it may deem necessary.Sedimentation barriers shall serve as-the limit of work unless'anotherlimit of work line has been approved by this Order. - 18. The work associated with this Order is(1)❑is not.(2)0 subject to the Massachusetts Stormwater Policy Standards- if the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation,land disturbance, construction and redevelopment,shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site is fully!,stabilized,construction-period erosion, sedimentation and pollution control measures and best management practices(BMPs)shall be implemented in-accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if applicable,the Stormwater Pollution Plan required by the National Discharge Elimination System , . Construction General Permit.''! wpaf0rm5.doc•rev.2/27l08 Bamsbble.revised 4/11f2008 Page 5 of 10 Massachusetts Departmeni of Environmental_Protection MassDEP File Number: Bureau of Resource Protection -Wetlands WPA.Form 5 — Order of Conditions SE3- 4729- Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To request written approval,the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed;and all post-construction stormwater BMPs were installed in accordance with the plans(including all planting plans)approved by the issuing authority, and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance,the responsible party(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance.(O&M) Compliance Statement for the Stormwater BMPs.This.Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1."Future responsible parties shall be notified in writing of their continuing_legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan; and 2.The Operation and Maintenance_ Plan for.the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) ; Post-construction pollutio prevention and source control shall be implemented in accordance With the long-term pollution pr vention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit e) Unless and until another party accepts responsibility,the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agr ement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the Operation and Maintenance Plan section of the approved Stormwater Report,and the Massachusetts Stormwater Handbook. - g) The responsible party shall: 1. Maintain an operation;and maintenance log for the last three years including inspections, repairs,replacement and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request;and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate.and ensure that the responsible party complies with the Operation and Maintenance.requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited.' wpaform5.doc•rev.2127108 Bamstable revised 4/11/2008 Page 6 of 10 Massachusetts Departmen of Environmental Protection MassDEP File Number. Bureau of Resource Protectiln -Wetlands WPA Form 5 --Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act M.G.L. G. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act(cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall:_not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s)shall.be at least six inches. above grade to allow for wildlife passage. Special Conditions(if.you need more space for additional conditions, please attach a text document): D. Findings Under Muni icipal Wetlands '.Bylaw or Ordinance 1. Is a municipal wetlands bylaw pr ordinance applicable? ® Yes ❑ No. 2. The Barnstable ! hereby finds(check one that applies): Conservation Commission i a... ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: §237-1 to§237-14 Town.of Barnstable Code 1.Municipal Ordinance or Bylaw, - 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides mneasures which are adequate to meet these standards, and a final Order of.Conditions is issued. b. M that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: §237-1 to§237-14 Town�of Barnstable Code . 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the`extent that the following conditions modify or . differ from the`plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to.municipal ordinance or bylaw are as follows(if you need more space for additional conditions,attach a text document): See pp..7.1, 7.2,and 7.3 wpaform5.doo•rev.2127= Bamstable revised 4111/2008 Page 7 of 10 I SE3-4720 Name: Nicholas Argy,Tr.,98 Pinquickset Cove Circle R.T. Approved Plan= May 14,2008 Revised Plan by Stephen Wilson,.P.E. Special Conditions of Approval - I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, -and more. The General Conditions of this Order begin;on page 4 and continueon pages 5,6,and 7. The Special Conditions are contained on pages 7.1,7.2 and 73 if necessary. All conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition qumber 8(recording requirement)on page 4 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and Btshall be completed and returned to the Commission prior to the start of work. 3. .General Condition 9 on page 4(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked.'in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation,then shall be removed.. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground (or bottom of the photographs. p71 Ell. The following additional conditions shall govern the project once work begins. Note especially Special Condition No. 15,requiring verification of the Iocations of the foundation and strawbale line. B. General conditions No. 12 and No. 13(changes in plan)on page 5 shall be complied with. 9. General condition No. 17(maintaining sediment controls)on page 5 shall be complied with. 10. The work limit shown on the approved plan shall be strictly.observed 11. There shall be no disturbance of the site,including cutting of vegetation,below(on the wetlands side of) the work limit. This condition shall':continue over time. 12. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 13. Unless extended,this permit is valid until MAY 2 t 70,11 14. Elevation views shall be submitted to'Conservation staff for review when available. 15. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation and work,limit line and note any discrepancies from the approved plan. If verification is m the form of an as-built plan,the plan provided shall be drawn at the same scale as the approved plan. 16. .No CCA-treated or creosote-treated materials shall be used. 17. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-law.Flood Area Provisions for construction within the coastal floodplain. Work.shall ensue only after consulting with the Building Commissioner. 18. Drywells or graveled trenches along the drip lines shall be installed to.accommodate roof runoff. 19. Pools and hot tubs shall be disinfected by ozone injection or alternate as approved by the Conservation Commission. Drawdown water from pools and hot tubs shall be sent to a leaching basin. Upon completion of pool and,hot tub installation,a letter shall be submitted by the installer verifying that disinfection and leaching basin requirements have been met.The location and capacity of the basin shall be verified and the means by which drawdown will be directed to the'basin shall be described. 20. During construction,no area shall be left unmulched or unvegetated for more than 30 days.All areas disturbed during construction shall berevegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work p•7.2 i 21. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or`WIN') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided (not-to-exceed limit=1 pound of nitrogen per 1,000 sq.:ft.of lawn per application).Ensure that no fertilizer is spread on hard surfaces like driveways and sidewalks. 22. Work Iimit markers(wood stakes)shall remain until a Certificate of Compliance is issued for this project. IV. After all work is completed,the following condition shall be promptly met:. 23. At the completion of work,or by the expiration of this Order;the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has.been completed in.accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting;forth what deviation,if any;exists with the record plans_approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted p.7.3 Massachusetts Department'of Environmenta9 Protection MassDEP File Number_ Bureau of Resource Protection -Wetlands WPA Form 5.- Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code E. Issuance This Order is valid for three years;unless otherwise specified as a'special ,f MAY 2 1 2008 condition pursuant to General Conditions K from the date of issuance. 1.Date of issuance Please indicate the number of members who will sign this form: �p This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail(return receiptrequested)or hand delivered to the applicant.A copy also must be mailed or hand:delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the property owner,if different from applicant. Signatures Notary Acknowledgement Commonwealth of Massachusetts County of Barnstable` On this 10}` of f r � a09 Day Mon Year Before me,the undersigned Notary Public, personally appeared Name of Document Signer' proved to me through satisfactory evidence of identification,which was/were ;.tee Mcx „ Description of evidence of Identificatioln to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose. F i , As member of Barnstable Conservation Commission F'. Cityrrown Sign tturree of Notary Public+Y f �- r,' ll�''; Printed Name of Notary Public Place notary seal and/or any stamp above My Commissi n Expires(Date). This Order is issued to the applicant as follows; , by hand deliveSy gn+ . ❑ by'certified mail,return receipt requested,on ate Date S wpafonn5.doc•rev.=7108 Barnstable revjwd 4111l2008 Page 8 of 10 I LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code - F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7).within ten business days from the date of issuance of this Order.A copy of the. request shall at the same time be,sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated withl this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information . to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order or Determination,or providing written information to the Department prior.to-issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the inter: identified in the Massachusetts Wetlands Protection Act(M.G.L.,c. 131, §40), and is inconsistent w.ith the wetlands regulations(31.0 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw,and not on the.Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. _Section G, Recording Information is available on the following page. wpafam5.doc•.rev.2I27/08 Bamsfable revi$ed 4/112008 Page 9 of 10 BARNSTABIE REGISTRY OF DEEDS i f= �aFTMEti own of Barnstable Conservation Commission AS& 200 Main Street � 6yg. Hyannis Massachusetts 02601 Office: 508-862-4093 FAX: 508-778-2412 Form A .. For SE3- ALL PARTIES INVOLVED WITH THIS PROJECT MUST SIGN!THIS STATEMENT The undersigned confirm that they have read and understand the Notice.:of Intent,Order of Conditions, and approved plans for the project.The undersigned also understand that subsequent plan revisions shall require advance approval by the Conservation Commission. Please sign name on this line. Please print name on this line. Property Owner Date Return this form to: Barnstable Conservation'Commission 200 Main Street Hyannis,MA 02601 Fax:508-778-2412 rev3/12J02 rti Town of Barnstable* Conservation Commiission 200 Main Street i°rFD �a Hyannis Massachusetts Y 02601 Office: 508-8624093 FAX: 508-778-2412 Form B For SE3- Cl7 2 q Below please find the names, addresses, and business telephone numbers of the project supervisor and alternate project supervisor who are responsible for ensuring on-site compliance with the Order of Conditions for SE3- Project Supervisor Alternate Project Supervisor Name Name Address Address Business Telephone# Business Telephone#, Property Owner's Signature Date Print Name Applicant's Signature(if different) bate Print Name Return this form to: Barnstable Conservation Commission 200 Main Street Hyannis,MA 02601 f Town 0 n of Barnstable Conservation CoIn nnission M:::C:l C 1639 200 Main Street Hyannis Massachusetts 02601 Office: 508-862-4093 E-mail: conservation town banistable ma us FAX: 508-778-2412 Certificate of Compliance Request Applicant Name; Please check-the appropriate box. Enter n/a if not applicable. Compliant Non- Com Compliant File No. SE3- Y 7 2 9 El Work limit line was not exceeded by any alteration or cutting. El A certified foundation plan was submitted to the Conservation Division. Before and after photographs of the undisturbed buffer were submitted to the Conservation Division. No plan deviations within the 50"setback from resource area. EI No plan deviations between 50' and 100' of the resource area. F Areas disturbed during construction have been revegetated. Mulching is not a substitute for vegetation. Drywells or gravel trenches were installed. Landscaping or vista pruning was`done in consultation with Conservation staff El Work limit,markers(wood stakes):remain in place. Pool disinfection is by ozone injection El : Post-dredgo bathymetric survey was submitted Piers,ramps, floats and outhaul pit ings are the permitted size,shape and confi ation DPiers,ramps and floats in storage are the permitted size, shape and confi ation _ This checklist does not relieve applicants; and their representatives from compliance with other general and special conditions of the Order of Conditions. Please describe all deviations in your ,request letter. Please submit this completed checklist along with your written request for a Certificate, of Compliance and your check for$50 made payable to the Town of Barnstable. Representative's Signature Date QAConservt\DEPFORMS\Form C.doc. rev:06 JAN 2005 �9 The Cape Cod Carpenters Rannev & Rimineton Custom Builders www.TheCapeCodCarpenters.com ESTIMATE - revised February 9, 2009 Site: 98 Pinquicksett Cove Circle, Cotuit mailing: 47 Babbling Brook Rd, Centerville Nick Argy (774) 836-0222 nargy )�conicast.-tic, 1 PHASE I: Construct new garage& mudroomtworkshop area-watertight frame with electric Work to include: • Supply architectural drawing and blueprints showing floor plan, elevations and cross section drawing of new construction as required by the Town of Barnstable • Apply for building permit and permit costs for Town of Barnstable • Apply for electrical and plumbing permit applications and permit costs in town of Barnstable • Prepare work area as required by Conservation Commission • Clear construction area of trees, stumps, and debris. Move existing shed. Have propane tank moved • Excavate and grade within scope of work on the approved plans. (excluding pool area) • Supply 30 yard dumpster on site for construction waste removal. Supply portable toilet on site • Place footings, foundations. Install drywells. Back fill and regrade. • Frame and sheath walls, decking,rafters, floors and ceiling joist to match filed architectural drawing in accordance with MA State Building code 780CNM • Install staircase to 2°d floor • Pour and level garage floor slabs • Install new casement windows and rear exterior doors as per plan; window& door schedule to be approved and signed by home owner;window material allowance is $500.00 per double window, $400.00 per single window and per door including any special trim kits&hardware if required • Install three 9' garage doors-raised panel white poly doors Gadco model 9001 series including belt drive quiet motor • Install flashing, Vycor& Tyvek waterproofing on exterior of new construction as needed P.O. Box 816 Marstons Mills,MA 02648 Construction Supervisor License.#CS-088595 Home Improvement Registration# 144752 Phone: 508-428-7147 Liability Insurance#MP076069 Fax: 508-428-7167 Workmen's Compensation#WC-7431686 - E-mail: Federal Tax ID#20-1633909 info@thecapecodcarpenters.com "ti >gy, garage estimate,page 2 Install pre-primed pine trim on new construction including rakes, corner boards,windows, fascia& soffit as needed • Install clear white squared&rebutted cedar shingles on new construction siding • Install architectural asphalt roof shingles on new construction to match existing roof as closely as possible • Install rough electric in new construction to code with fluorescent garage lights, wiring for 3 exterior lights(fixtures to be supplied by homeowner),including rough for future A/C-Heat system and additional finish outlets and lights • Install rough plumbing • Please refer to `Additional Notes' for more details on building process • Please note: Any and all engineering fees are being contracted to Baxter Nye and are not included in this contract. No landscaping costs are included other than new construction grading as outlined. TOTAL LABOR & MATERIALS $ 108,850.00 Payment schedule: Due upon signing of contract $ 5,000.00 Due upon approval of building permit $ 17,000.00 Due upon completion of excavation $ 17,000.00 Due upon completion of foundation $20,000M Due upon completion of rough framing $20,000.00 Due upon completion of fmish framing $ 17,000.00 Due upon completion of electrical work $ 7,000.00 Due upon completion of contracted work $ 5,850.00 Please note: • Contractor is not responsible for any damage to lawn or plantings around demolition area • All construction waste and replaced items(including windows,doors&appliances)will be considered'disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,storm water pollution discharge or costs associated with American Disabilities Act requirements if necessary. • Any repair,moving or installation of alarm system is the responsibility of the property owner. • If an allowance is included in this contract,it is based on the maximum amount allowed on standard retail prices. No refunds will be given and contractor may take advantage of certain discounts that will not be considered in the allowance total if contractor is purchasing the allowance items. • Customer is to supply all paint if any is being used(unless otherwise specified) • Property Owner agrees that Ranney&Rimington Custom Builders may display a small sign on the properly during the duration of the work and one month ' after completion. • Property Owner is responsible for any and all engineering costs and site plan costs necessary in association with obtaining any necessary permits unless otherwise noted. • All home improvement contractors and subcontractors shall be registered by the Director and any inquiries about a contractor or subcontractor relating to a registration should be directed to:Director,Home Improvement Contractor Registration,One Ashburton Place,Rm 1301,Boston,MA 02108 • The property owner has three-day cancellation rights of this contract under M.G.L.c.93,48;M.G.L c. 140D,10 or M.G.L.c.255D,14 as applicable. • All warranties and property owner's rights are under the provisions of 780 CMR 110.6 and M.G.L.c.142A r4� s �S 4J • Any alteration or deviation from above specifications involving extra costs will become an extra charge over and above the estimate at per hour plus materials. If cost of materials and labor changes,this estimate may increase no more than 101/o • It is the obligation of the home improvement contractor to obtain any and all necessary construction-related permits;in the event that the property owner secures their own construction-related permits or deals with unregistered contractors they will be excluded from the guaranty fund provisions of M.G.L.c. 142A Work will begin no later than six months from the issuance of any necessary permits and will be completed no later than two years from the issuance of necessary permits. • Property Owner's failure to make payments for work duly performed may result in a lien against the homeowner's property..Owner is responsible for any legal fees and court costs Ranney&Rimington may incur to collect the monies due on this estimate.The contractor and the property owner hereby mutually agree in ado at in the event the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a private arbitration service w b7hs bcey, proved by the secretary of the office of consumer affairs and business regulations and the consumer shall be required to submit to such arbitration as prov' ed in .G.L.a 142A DONOTSIGN TPNTRACT IF YOU HAVE NOT READ IT O IF THERE ARE ANY BLANK SPACES for Ranney&Rimington Custom Builders/Date Property.Owner Date Transmittal Letter To: Fa bcr-4 YYlc <<aln', ,,c tab me .V1S�- • �.� Attn: From: Stephen A. Wilson, P.E. Subject: Am-q� y( c�esef Crc(c 3 Date: 3 -t Fr 24,10 g � We are sending you ®Attached ❑Under Separate Cover co 'P' The following documents: cr, ®Prints❑ Order of Conditions❑Variance Approval❑Recording Slip ❑Septi SystemermiG ❑Notice of Intent❑ Other DATE QUANTITY DESCRIPTION 3 /7 d�1 GG e s G✓s�i �a These items are transmitted as checked below: ® For Your Use ❑ As Requested ❑ For Your Files ❑ For Review and Comment ❑ For Recording ❑ As Required Other: 1=tartd2 Zorn" &q;vt bceew Corrcc e9 Additional Distribution ,�Q n h«r } 12,n,i n i hh S �a. File No. Zoog-—OC) Baxter Nye Engineering&Surveying Phone: 508-771-7502,ext.13 78 North Street,3rd Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransmittalLetter5.doc The Cape Cod Carpenters - Rannev & Rimineton Custom Builders www.TheCapgCodCarg)enters.com ESTIMATE - revised February 9,2009 Site: 98 Pinquicksett Cove Circle, Cotuit mailing: 47 Babbling Brook Rd, Centerville Nick Argy (774) 836-0222 nargy ycomcast.net Construct approximately 750 square foot procell deck with vinyl railing& 2 sets of stairs Work to include: • Supply architectural drawings as required by the Town of Barnstable • Apply for building permit and permit costs for Town of Barnstable • Supply dumpster on site for construction debris removal • Excavate for sonatubes • Pour sonatubes and install.post brackets • Construct framing of deck with pressure treat material as per approve plans in accordance with MA State Building code 780CMR • Install procell decking with concealed fasteners; color to be determined by homeowner • Install approximately 60`linear feet of premium Kroy vinyl railing system, breadloaf handrail, colonial cap newels including 2 staucase railings as needed • Install:Slid er to new deck and 3-season door to porch,area; slider&door schedule to be approved and signed by home owner; slider matenal allowance is$1250.00 and door allowance is $300.00 including any special trim kits 8 hardware.if required • RRpair shingles and ledger boards around new deck.as needed' • Apply Azekskirt board on facing run joists for finished look TOTAL.LABOR & MATERIALS. $ 19,750.00 P.O:Box 816 Mars tons Mills,MA 02648 Construction Supeniisor License#CS7088595 Home Improvement Registration# 144752 Phone:508428-7147 .Liability Insurance#MP076069 _ Fax:508-428-7:167 Workmen's`Compensation:#WC443 i 696 E-mail: Federal Tax 0#20-1633909 .com �nfo@thecapecodcarpenters i Argy, deck estimate,page 2 Payment schedule: Due upon signing of contract $ 3,000.00' Due upon approval of building permit $ 7,750.00 Due upon completion of excavation of pouring of tubes $ 2,500.00 Due upon completion of rough frame $ 2,500.00 Due upon installation of procell decking $ 2,500.00 Due upon completion $ 1,500.00 Please note: • Contractor is not responsible for any damage to lawn or plantings around demolition area. • All construction waste and replaced items(including windows,doors&appliances)will be considered disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,storm water pollution discharge or costs associated with American Disabilities Act requirements if necessary. • Any repair,moving or installation of alarm system is the responsibility of the property owner. • If an allowance is included in this contract,it is based on the maximum amount allowed on standard retail prices. No refunds will be given and contractor may take advantage of certain discounts that will not be considered in the allowance total if contractor is purchasing the allowance items. • Customer is to supply all paint if any is being used(unless otherwise specified) • Property Owner agrees that Ranney&Rimington Custom Builders may display a small sign on the property during the duration of the work and one month after completion. • Property Owner is responsible for any and all engineering costs and site plan costs necessary in association with obtaining any necessary permits unless otherwise noted • All home improvement contractors and subcontractors shall be registered by the Director and any inquiries about a contractor or subcontractor relating to a registration should be directed to:Director,Home Improvement Contractor Registration,One•Ashburton Place,Rm 1301,Boston,MA 02108 • The property owner has dire&-day cancellation rights of this contract under M.G.L.c.93,48;M_G.L c.14013,10 or M.G.L.c.255D,14 as applicable. • All warranties and property owner's rights are under the provisions of 780 CMR 110.6 and M.G.L,c.142A • Any alteration or deviation from above specifications involving extra costs will become an extra charge over and above the estimate at$75.00 per hour plus materials. If cast of materials and labor changes,this estimate may increase no more than 10% • It is the obligation of the home improvement contractor to obtain any and all necessary construction-related permits;in the event that the property owner secures their own construction-related permits or deals with unregistered contractors they will be excluded from the guaranty fiord provisions of M.G.L.c. 142A Work will begin no later than six months from the issuance of any necessary permits and will be completed no later than two years from the issuance of necessary permits. • Property Owner's failure to make payments for work duly performed may result in a lice against the homeowner's property.Owner is responsible for any legal fees and court costs Ramey tit Rimington may incur to collect the monies due on this estimate.The contractor and the property owner hereby mutually agree in advance that in the event the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a private arbitration service which has been approved by the secretary of the office of consumer affairs and business regulations and the consumer shall be required to submit to such arbitration asFFIMs- -2/l.c. 42A.DO NO G C CT IF YOU HAVE NOT READ IT OR IF THERE ARE ANY BLANK SPACES err anney&Mmington Custom Builders Da .. Property Owner ate F lag _ 7S° n Via ^ a a .a q s _ ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE; AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant`Name:' Site Address: print Town: Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the following two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab O t>on 1: Basement L Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value /Wall R-Value AFUE HSPF SEER R-Value /R-Value and Depth National Appliance•Energy .35 R-3 8 R-19 = R-10 R-10, Conservation Act(NAECA)of 4 ft.- 1987 as amended,minimums or eater as applicable Note: Thi VM is not re uired if you choose either the tw versions of REScheck as listed below. ❑ Option 2: RFAicheck Versi n 4.1.2 or later va ant so analysis must be completed 7 0 MR 6107.3.2) RESch �—Wwhich can be access d htt .//www.ener codes. ov/rescheek/ ADDITION ' A T k A TI 'NS.TO EXISTING B L G .OVER 5 YEARS.OLD* *Buildings under 5 ye old must o 'on#1 or#2 in N Constructton section above. Complete the followin formula to d ermine the °o f glazi g: (a) Gross Wall & Cc i ' g Area equa Fo ula: (100 x b_a) SF 100 x — _ % of glazing (b) Glazing area equals S b a If glazing js:5 40%.use the chart below. If lazing is> 40 %' roceed to"SUNROOM" section 780 C TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). ' SUNROOM—An'addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel'.. ®V! Application #doV� � Health Division Date Issued b 0 Conservation Division ��� ��.� - �7 Application 60 Planning Dept. Permit Fee Date Definitive Plan,Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address ejfcLjL Village �'�' ` Owner f� teF�" / '% Address Telephone Permit Request VO4w4o s 1 + AeW� _eq-g- To SAW FI-k l+x�f•) �4a�t�E, r f r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 2 Zoning District Flood Plain Groundwater Overlay Project Valuation t3l tray Construction Type Lot Size ® ��S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family J Two Family ❑ Multi-Family (# units) Age of Existing Structure 7-7- Vn: Historic House: ❑Yes No On Old King's Highway: ❑Yes ❑ No Basement Type: g Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing r new Number of Bedrooms: 4 existing m new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: dGas ❑Oil ❑ Electric ❑Other Central Air: ®(Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: Kxisting ❑ new size Pool: ❑ existing ❑ new size _ Barn: existing neg size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Others c� ., ca Zoning Board of Appeals Authorization ❑ Appeal # Recorded Ell '`' '° u� Commercial ❑Yes No If yes, site plan review# � Current Use Proposed Use 5444,�- t APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� �� Telephone Number -7 1 I)l , Address j3o, t 1U, License# '�ci 5 �J S JvAt4 ( Home Improvement Contractor#cif 011&0' Worker's Compensation # ;"o aq��12�ap ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO '� �'I" P` g_ SIGNATURE DATE L-Zd/0 FOR OFFICIAL USE ONLY .APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE < OWNER DATE OF INSPECTION: G FOUNDATION FRAME dma. sc 3/3r/X INSULATION f FIREPLACE f ELECTRICAL: ROUGH FINALrl PLUMBING: ROUGH FINAL GAS: ROUGH FINAL E .E FINAL BUILDING redv- O Z)0 �60 r DATE CLOSED OUT ASSOCIATION PLAN NO.,.-' r , f " w Town- of Barnstable : r . Regulatory 5erAces � riAA7•15TA�C�, �. YEAR& Thomas F. Geiler, Director 16sg, Building Division Thomas perry, CBO,Building Comraissioner 200 Main Street, Hyannis,MA 02601 www.town.barnsta ble.nma.us Office( 508-862-4038 Fax: 508-790-6230 PLAN REVIEW. Lodcta!5�o6 � Owner: C- Map/Parcel: -5- ©6'-P Project Address Q u eks . 400_6A Builder: Y`�O�/. er, The following items were noted on reviewing: L�V�7'<o/V ;wl s'j ,ae 47- �� a� /7-r IFY6 EL6VA9T10AJ GIF 'T+fC- 6IQ)44sE 146i9-INST ..7r46 , fi�u,iyl��ro�1 1F�9[SH�ts� �4-r �ocA.l�T �ol'n��: ITT/Ft sty- PC-.0 it/Rqv). f t'cd 'eGG?E t S Afv Al 7 /0 iVo r Zm Reviewed by: ' Date: - ///�o /0,9 Q:Forms:Plnrvw irt�tVM�r+iON C( Aov s P4� i - r 2 r . �oLr.S sLT f AT . � 1'�RNI�V�A 1 yPJ-CAL �} #4r $Will* f'aunf D�-`f�.��► W�4�-�- ��`fir X-3" DUST ca4z IV AD D$Tzttj 48 Diu4.us(,Ksvrr coup cvz-uc oxua�r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Y 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): CYOi',bY t ova-L- , 4r. Address: b OL l City/State/Zip: (40iV`�1OK AAk3�, MA b2tgo Phone #: AFI u an employer? Check the appropriate box: Type of project(required): 1. am a employer with 15 4. ❑ I am a general contractor and I employees (full and/or part-time). * have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. I 9. Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑,Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp, insurance required.] "Any applicant that checks box#1 must also fill out the'section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: VO—c S , Policy#or Self-ins. Lic,#: Expiration Date: 911-Oif Job Site Address: ?JNkUUi4(,%-4 "Ve- C?4ALi—' City/State/Zip: &WXi r, /Kfl Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section.25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that'a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties o ,perjury that the information provided above is true and correct. / Signature: Date: /a LUto� Phone#: ,ag Lf 26" 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of 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,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax # 617-727-7749 www.mass.gov/dia ATVC Guide to f•Vood Comstrar.ctioir i» Hi;h Whid Areas: 110 iuph Wh-id Zoir.e Massachusetts Checklist for Compliance (780 Cn1111 5301:2.I.I)' Check Compliance 1.1 SCOPE WindSpeed (3-sec. gust).................................................................. .................................................110 mph WindExposure Category...............................................................................................................................B Wind,Exposure Category................Engineering Required For Entire Project .......................................C 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) "L stories 5 2 stories 1/ RoofPitch ...............................:.............................................(Fig 2) ...........................................SL16 512:12 +✓ Mean Roof Height .........................................:....................(Fig 2)..................................................Z4 ft :5 33' Building Width, W ...............................................................(Fig 3)...................:......................:..... tS ft 5 80' ✓ Building Length, L ..............................................................(Fig 3).................................................33 -ft.5 80' �! Building Aspect Ratio(L/W) ................................................(Fig 4).................................................7-:i 5 3:1 f✓ Nominal Height of Tallest Opening2 ........................:..........(Fig 4)................................................ VG" 15 6,8.E 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ............................... ............................... 2.2 ANCHORAGE TO FOUNDATION'-' • 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .................................. (Table 4)............................................... 26 in. Bolt Spacing from end/Joint of plate................:............(Fig 5)..................:................. fGv in. <6"—12" ✓ Bolt Embedment—concrete.........................................(Fig 5).....................................:............L�=in.>_7" y Bolt Embedment—masonry.........................................(Fig 5).....:......:............................... in.>_ 15" Plate Washer..:.............................................................(Fig 5)..............................................>3"x 3"x t/0 3.1 FLOORS Floor-framing member spans,checked ....:..........................(per 780 CMR Chapter 55)........................I.......... Maximum Floor Opening Dimension...................................(Fig 6)..................................................j2ft:512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... v� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... O ft.s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8)....................................................0ft d / Floor.Bracing at Endwalls....................................................(Fig 9)................................................................... Floor She Type (per 780 CMR Chapter 55)................................... a���P ........................................................ Floor Sheathing Thickness (per 780 CMR Chapter 55 in. Floor Sheathing Fastening..............................................:...(Table 2).. d nails at__+ in edge! in field / 4.1 WALLS Wall Height Loadbearing walls..........:.............................................(Fig 10 and Table 5)...................... ft <—10' P/ Non-Loadbearing walls............................................... (Fig 10 and Table 5).......................�. ft s 20' ti Wall Stud Spacing .........................................................(Fig 10 and Table 5)...................16 in.5 24"o.c. Vol Wall Story Offsets .....................................................:..(Figs 7&8)................................... ..... ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearingwalls ............................... Table 5 ........................:. .2x - —7 ft . in. c� Non-Loadbearing walls................:...............................(Table 5)..............................2x ° - � �in. �—Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)............. ..... .............�.... WSP Attic Floor Length ........................fig 11 .. . ........... (2 ft W/3 g ( 9 )............. ...... Gypsum Ceiling Length(if WSP not used)....:............:.(Fig 11)............................................_ft>:0.9W a. and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bay Double Top Plate t 1 Splice Length .................:......................................(Fig 13 and Table 6)......................,.......... J4 ft cnrr-o( nnnnrtinn Inn of ISH r.nmmnn nailsl..............(Table$)......................................................... --F— AWC Guide to Wood Construction in High IVirirf Areas: 110111ph 1•Virrrf Zolle Massac.husettS Cheddist for Compliance (7s0 Ci,1R5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)............................ .......... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails).......................... .....(Table 8)....................................................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Table 9 5 Header Spans ....................................................... ( )..................................�ft�in. 11 Sill Plate Spans ........................................................(Table 9)...................................3 ft_in.5 11' L. Full Height Studs (no. of studs)....................................(Table 9)....................................................... �✓.. 411 Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table ) HeaderSpans.............................................................(Table 9).................................. 2_ ft 6, in.5 12' SillPlate Spans..:.........................................................(Table 9).................................. -L-ft ' in.5 12" c% Full Height Studs (no. of studs)....................................(Table 9)....................................................... L- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W ( G gZ Nominal Height of Tallest Openin 5�6'8" (� SheathingType..............................................(note 4)..................................................... GDIL Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. 'in.j it Shear Connection(no. of 16d common nails)(Table 10).................................................... ..7-it =� Percent Full-Height Sheathing.......................(Table 10).................................................... '0 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... ✓ Maximum Building Dimension, L ,(.4 Nominal Height of Tallest Opening2.......................................................................(s 5 6'8" (/ Sheathing Type..............................................(note 4)................. -�$S� .... .. . .......................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................in. �/ Field Nail Spacing able 11 P g• (T )...................................I............. ?p( Shear Connection(no. of 16d common nails)(Table 11)......................................................._ Percent Full-Height Sheathing 5%Additional Sheathing for Wall with'Opening> 6'8'(Design Concepts)................ Wall Cladding 120 Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked?...................:....(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) Lift 5 smaller of 2'or V3 t� ................................................... . Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift .......(Table 12)............................................U= plfi /4 Lateral.............................................(Table 12)............................... ..............L= plf Shear............................:..................(Table 12)............................................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............................... DES Gable Rake Outlooker..........................................(Figure 20) ............. ft-<smaller of 2'or b' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift able 14 - Lateral(no.of 16d common nails)...(Table 14).......................................L= . lb. 'l Roof Sheathing Type................:. .......(per 780 CMR Chapters 58 and 59) r2/f c0l� Roof Sheathing Thickness.....................................:.....'............................................. . in.z 7/16"WSP z Roof Sheathing Fastening............................................(Table 2).............................:.... .................. S,ffiN-411& Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 1815 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. i i �VEram, Town of Barnstable Conservation Commission „.RNSMBLr, 's 200 Main Street MAIRK v$ .3 ,�e�' Hyannis Massachusetts 02601 Office: 508-862-4093 FAX: 509-778-2412 Form A For SE3-'9 727 ALL PARTIES INVOLVED WITH THIS PROJECT MUST SIGN THIS STATEMENT The undersigned confirm that they have read and understand the Notice of Intent,Order of Conditions,and approved plans for the project The undersigned also understand that subsequent plan revisions shall require advance approval by the Conservation Commission. Please sign name on this line. Please print name on this line. �)i eln IG (ri 105�e, 3��gi Return this form to: Barnstable Conservation Commission 200 Main Street Hyannis,MA 02601 Fax:508-778-2412. mv3/12/02 t Town of Barnstable Conservation Commission . = 200.Main Street 3rg. Hyannis Massachusetts 02601 ' j Office- 508-8624093 FAX 508-778-2412 Form B For SE,3- 1/7 21 Below please find the names,addresses,and business telephone numbers of the project supervisor and alternate project supervisor who are responsible for ensuring on-site compliance with the Order of Conditions for SE3-.�1-7-9 Project Supervisor Alternate Project Supervisor A(Q Y RaR V10-1 paif CL` lI VVv Name Name Address "\N 0ZG:1( 2 Address rnk- OZCoy-[ Business Telephone# Business Telephone# Property Owner's afore Date Print Name - , Applicant's Signature(if different) , Date Print Name Return this form to: Barnstable Conservation Commission 200 Main Street Hyannis,N1A 02601 The Cape Cod Carpenters Rannev & Rimington Custom Builders www.TheCapeCodCamenters.com a Town of Barnstable Conservation Commission 200 Main Street Hyannis,MA 02601 phone(508) 862-4093; fax(508)778-2412 RE: 98 Pinquickset Cove Circle,Co{vk MA DEP File#SE34729 To Whom it May Concern: Please accept this as notification that work at the property located.at 98 Pinquickset Cove Circle, Cow at f will begin on Friday March 27,2009. x Please feel free to contact us if there are any questions. S' ere , Patrick Rimington cell phone(508)280-7074 P.O.Box 816 'Marstons Mills,MA 02648 'Phone:508-428-7147 Fax:508-428-7167 E-mail: info@thecapecodcarpenters.com v Eki 22931 Po 1 E3 �2E 17E 05-23-2008 1 ra = 45cL Massachusetts Department'of Environmental Protection Bureau of Resource rmtection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3-,4729 Massachusetts Web,-us Protection Act M.G.L.:c. 131, §40 and § 237-1 to § 237 4 Town of Barnstable Code _ A. General Infork i jaidGii Important: Barnstable When filling 1.From: Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3.To: Applicant: move your cursor-do not Nicholas Argy,Tr.u3-r t use the return a.First Name b.Last Name key. 98 Pinquickset Cove Circle R.T. c.Organization .. 47 Babbling Brook Road d.Mailing Address Centerville MA 02632 e.Cityfrown f.State g.Zip Code 4.Property Owner(if different from applicant): a.First Name b.Last Name dFVe r� c.Organization SAWMrABIX d.Mailing Address y� KAS3 e.Cityfrown f.State g.Zip Code 5. Project Location: 98 Pinquickset Cove Circle. Cotuit a.Street Address b.Village 005 066 c.Assessors Map Number d.Assessors Parcel Number Latitude and Longitude, if known: e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Barnstable a.County b.Certificate Number(if registered land)/Plan/Lot# 22650 249 c.Book d.Page. 7. Dates: April 8,2008 May 13,2008 MAY 2 1 2008 a.Date Notice of Intent Fled b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Revised Site Plan a.Plan Title Baxter Nye Engineering 8r Surveying Stephen Wilson, P.E. b.Prepared By c.Signed and Stamped by May 14,2008 1"=40' d.Final Revision Date e.Scale f.Additional Plan or Document Title g.Date (*20oS-003) BAXTER NYE ENGINEERING&SURVEYING wiWomi5.doc•rev.Z27108 Barnstable revised 4111/20M 78 North Street, P Floor' Page f of fo Hyannis,Massachusetts 02601 Massachusetts Department of Environmental Protection MassDEP File Number: LidBureau of Resource Protection -Wetlands WPA Form 5.- Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 '.. and§ 237-1 .to § 237-14 Town of Barnstable Code B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information,provided in this application and presented at the public hearing;this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection AcL-Check all that apply: a: ❑ Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ElPrivate Water.Supply e. ❑' Fisheries f. . ® .Protection of Wildlife . Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project,as proposed,is:(check one of the following boxes) ` Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the'.extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet:the performance standards set forth in the wetland regulations.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which:are adequate to protect these interests,and a -final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not.sufficient to describe the site,the work,or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests,and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below.(For Approvals Only) , 3. ❑ Buffer Zone Impacts:Shortest distance between limit of project disturbance and , wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.cly dredged f.cly dredged , wpaf0rm5.doc•rev.2l27= 8amstaMe revised VIM= Page 2 of 10 LlMassachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act I-oft.C.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet. f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront area a.total sq:feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e:square feet f.square feet Sq ft between 100-200 ft square feet h.square feet i.square feet 9• q q q j.square feet Coastal Resource Area Impacts:Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas _ Indicate size under Land Under the Ocean,below 11. ❑ Land Under the Ocean a.square feet b.square feet c.Gy dredged . d.cJy dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square feet c.c/y,nourishmt_ d.c/y nourishmt 14. ❑ Coastal Dunes a.square feet b.square feet c.cJy nourishmt. - d.Gy nourishmt 15. ❑ Coastal Banks r a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ® Land Under Salt Ponds 800(boardwk)a.square feet b.square feet C.c/y dredged d.dy dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean,and/or inland Land Under Waterbodies.and Waterways,- above a.c/y dredged b.dy dredged 21. ® Land Subject to Coastal —5,480 Storm Flowage a.square feet b.square feet wpaform5.doc• rev.=7108 Bamstable revised 4/11/2008 Page 3 of 10 Massachusetts Department of Environmental Protection MassDEP File Number. Bureau of Resource Protection-Wetlands WPA .Form 5 — Order of Conditions sE3 4729 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 . and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify:this Order. 2. .The Order does not grant any property rights or any exclusive privileges; it does_ not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other'person of the necessity of complying with all other applicable federal,state,or local statutes,ordinances, bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following.apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years,.but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting.the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish,or debris, including but not limited to-lumber,bricks, plaster,wire, lath, paper, cardboard, pipe,tires,ashes, refrigerators, motor vehicles,or parts of any of the foregoing. , 7. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken,until all proceedings before the Department have been completed. -8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner:of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court. Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order,' which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MassDEPI "File Number SE3-4729 wpaform5.dw•rev.2/7= Bamstabie revised 4A iraw Page 4 of 10 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection-Wetlands MassDEP File Number. WPA Form 5 - Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C: General Conditions Under Massachusetts Wetlands.Protection Act 10. Where the Department of Environmental Protection is:requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11, Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission.. 12..The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. . 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good.repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary.Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. The work associated with this Order is(1) is not(2)❑subject to the Massachusetts Stormwater Policy Standards. If the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation,land disturbance,construction and redevelopment,shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site.is fully stabilized,construction period erosion, sedimentation and pollution control measures and best management practices(BMPs)shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if. applicable,the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit "aform&doc•rev.M7/08 Bamstable revised 4/11/2008 Page 5 of 10 Massachusetts Department of EnvironmentaQ Protection Bureau of Resource Protection Wetlands MassDEP File Number: WPA.Form 5 - Order of Conditions SE3- 4729- Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act(cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To request written approval,the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed;and all post-construction stormwater BMPs were installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance,the responsible party(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance.(O&M) Compliance Statement for the Stormwater BMPs.This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be-notified in writing of their continuing_legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan;-and 2.The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." _ d)- Post-construction pollution prevention and source control shall be implemented in accordance -with the long-term pollution preventionplan section of:the approved Stormwater Report and, if applicable,the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit e) Unless and until another party accepts responsibility,the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with-respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the Operation and Maintenance Plan section of the approved Stormwater Report,and the Massachusetts Stormwater Handbook. _ g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections; repairs,replacement and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.. Make this log available to MassDEP and the Conservation Commission upon request;and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance.requirements for each BMP set forth in the Operations and Maintenance Plan approved,by the issuing authority. . h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal;state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform5.doc.rev.227108 BamsW revised 4/11f2008 page 8 of 10.. Massachusetts Department of Environmental Protection MassDEP Fite Number: Bureau of Resource Protection -Wetlands WPA Form 5 Order of.Conditions SE3- 472s Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act(cont.) j) The stormwater management system approved in.the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s)shall be at least six inches above grade to allow for wildlife passage. Special Conditions(ifyou need more space for additional conditions, please attach a text document): D.-Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable ® Yes ❑ No 2.. The Barnstable hereby finds(check one that applies): Conservation Commission a.., ❑ that the proposed work cannot be conditioned:to meet the standards set forth in a municipal ordinance or bylaw specifically: §237-1 to§237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of.Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of.Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: §237-1 to§237-14 Town of Barnstable Code - 1.Municipal Ordinance or Bylaw 2.Citation s. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to.municipal ordinance or bylaw are as follows(if you need more space for additional conditions,attach a text document): See pp..,7.1,7.2,and 7.3 wpaform5.doc-rev.2127108 Barnstable revised 411 VAN Page 7 of 10 SE3-4729 Name: Nicholas Argy,Tr.,98 Pinquickset Cove Circle R.T. Approved Plan= May 14,2008 Revised Plan by Stephen Wilson,.P.E. Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 4 and continue on pages 5,6,and 7. The Special Conditions are contained on pages 7.1,7.2 and 73 if necessary. All conditions require your compliance. 11. Prior to the start of work,the following"conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 4 shall be,complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms"A and B shall be completed and retumed to the Commission prior to the start of work 3. .General Condition 9 on page 4(sign requirement)shall be complied with. c/4. The Conservation.Commission shall receive written notice one;(1)week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until V the site is stabilized with vegetation,then shall be removed.: 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground (or bottom of the photographs. p.7.1 III. The following additional conditions shall govern the project once work begins Note r especially Special Condition No.15,requiring verification of the locations of the foundation and strawbale line. �. General conditions No.12 and No. 13(changes in plan)on page 5 shall be complied with.A 9. General condition No-17.(maintaining sediment controls)on page 5 shall be complied with.. BYO. The work limit shown on the approved plan shall be strictly:observed 11. There shall be no disturbance of the site,;including cutting of vegetation,below,(on the wetlands side o6 ' the work limit. This condition shall continue over time. 12. The Conservation Commission,its employees,and its agents shall have*!right of entry to inspect for � s compliance with the provisions of this Order of Conditions. 13. Unless extended,this permit is valid until MAY 2 l 2Q1 . 14. Elevation views shall be submitted to Conservation staff for review when available. . Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by Ian to the Commission the correct location of the foundation and work limit line and note any discrepancies from . t the approved plan. If verification is in the form of an as-built plan,the plan provided shall be drawn at . the same scale as the approved plan. t A 6. No CCA-treated or creosote-treated materials shall be used 17. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-law.Flood Area Provisions for construction within the coastal floodplain. Work shall ensue s..k only after consulting with the Building:Commissionei. 18. Drywells or graveled trenches along the drip lines shall be imstaflled to.accommodate roof runoff. - Pools and hot tubs shall be disinfected by ozone injection or alternate as approved by the Conservation Commission. Drawdown water from pools and hot tubs shall be sent to a leaching basin. Upon completion of pool and hot tub installation,'a letter•shall.be submitted by the installer verifying that a disinfection and leaching basin'regwements have been met.The location and capacity of the basin shall be L verified and the means'by which drawdown will be directed to'the basin shall be described. 20'.During construction,no area shall be left unmulched or unvegetated for more than 30 days.`All areas{" { disturbed during`construction shall be revegetated itnmediately.following completion,of work at the site Mulching shall not serve as a'substitute'for the requirement to revegetate disturbed areas at the conclusion of work. Y p,7:2 x 21. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only.slow-release low-nitrogen(with 30-50%water insoluble t,-'nitrogen or`W.IN') and low-phosphorus fertilizers shall be applied.. Over-fertilizing shall be avoided (not-to-exceed limit=1 pound of nitrogen per 1,000 sq.ft.of lawn per application).Ensure that no' fertilizer is spread on hard surfaces like driveways and sidewalks. 22. Work limit markers(wood stakes)shall remain until a Certificate of Compliance is issued for this project. IV. After all work is completed,the following condition:shAn be promptly met:. 23. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has.been completed in.accordance with plans stamped by a registered professional engineer,architect,landscape . architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in. the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. p.7.3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5.— Order of Conditions SE3- 4729 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town-of Barnstable Code E. Issuance This Order is valid for three years,unless otherwise specified as a special MAY 2 Ilona condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance Please indicate the number of members who will sign this:form: �p This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail(return receipt:-requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the property owner, if different from applicant. Signatures aR Notary Acknowledgement Commonwealth o Ma ssachusetts f Barnstable assa c usetts County of ao aoa� On this Of Day Mon Year Before me,the undersigned Notary Public, IL personally appeared Name of Document Signer proved to me throughsatisfactory evidence of identification,which'was/were Description of evidence of Identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Barnstable cirylrown Conservation Commission E ' �$�• � Sign ture of Notary Public A yr (1 0`2 t./ Printed Name of Notary Public Place notary seal and/or any stamp above My Commissi n Expires(Date) This Order is issued to the applicant as follows: by hand delivejy 9n. ❑ by certified mail,return receipt requested,on . 2J Efate' am Signature Date wpafonn5.doc•rev.2/27/08 Barnstable revised 4/11/2008 Page 8 of 10 Massachusetts Department of Environmental Protection MassDEP Fite Number. Bureau of Resource Protection Wetlands WPA Form 5 — Order of Conditions sE3- 4729 Massachusetts Wetlands Protection Act M.G.L. c. 131-, §40 and § 237-1 to § 237-14 Town of Barnstable Code F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7).within ten business days from the date of issuance of this Order.A copy of the . request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination,or providing written information to the Department prior.to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests.identified in the Massachusetts Wetlands Protection Act(M.G.L.c. 131, §40),and is inconsistent with the wetlands regulations(31.0 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the-Massachusetts .Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Section G RecordingInformation is available onthe following page... 9p 9 wpaform5.doc rev.2 27/08 Barnstable revised 4/1112008 Page 9 of 10 BARNSTABLE REGISTRY OF DEEDS Client#:45303 RIMIPATI ACORM CERTIFICATE OF LIABILITY INSURANCE 100519° "' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 434 Route 134 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.0.Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: National Grange Mutual Insurance Co. Patrick Rimington&Alex Ranney INSURER B: Associated Employers Insurance Co. dba Ranney&Rimington Custom Carpentry INSURER C: P.O.Box 816 INSURER D: Marstons Mills,MA 02648 INSURER E: 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 RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OLICY EXPIRATION LIMITS LTR TYPE OF INSURANCE POLICY NUMBER DA MAID fMCTIV DATE MMIDD Y) A GENERAL LIABILITY MP076069 08/21/09 08/21/10 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMIDAMAGESES Me occurrence)TO RENTED $500 000 CLAIMS MADE nX OCCUR MED EXP(Arty one person) $10 000 X PD Ded'250 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000 000 t L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG s2,000,000 POLICY jE� LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per pers-) 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 $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE ¢, $ RETENTION $ $ B WORKERS COMPENSATION AND WCC5008462012009 08/06/09 08/06/10 X WQRY C LIMIT oTH- ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $100 000 ANY PROPRIETORMARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $100 000 If yes describe under E.L.DISEASE-POLICY LIMIT $500 000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSFJIAENT I SPECIAL PROVISIONS "PLEASE NOTE THAT THE PARTNERS HAVE ELECTED NOT TO COVER THEMSELVES UNDER WORKERS COMPENSATION" x CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILT.ENDEAVOR TO MAIL 1_ DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY Y OF ANY IUND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)1 of 2 #46403 MLV o ACORD CORPORATION 1988 � l WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company Burlington, Massachusetts NCCI NO 40959 (800)876-2765 POLICY NO. I WCC 5008462512009 PRIOR NO. I NEW BUSINESS ITEM 1. The insured Patrick Rimington&Alex Ranney dba Ranney&Rimington Custom Carpentry Mailing Address: P O Box 816 Marstons Mills MA 02648 (No. Street Town or City County State Zip Code Individual ❑ Partnership ❑ Corporation ❑ Other FEIN 26-2774981 Other workplaces not shown above: 2. The policy period is fron.PB/06/2009 t008/06/2010 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the.Workers Compensation Law of the states listed here; MA B. Employers Liability:Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 10 0,00 0 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 10 0,00 0 each employee C. Other States Insurance: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06 A D. This policy includes these endorsements and schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis_..___.__ ___Rates•___ Code Estimated Per$100 Estimated Total Annual of Annual No. Remuneration Remuneration Premium INTRA 469719 SEE EXTENSIONOFINFORMATION PAGE Minimum premium$ 500.00 Total Estimated Annual Premium $ 10,045.00 As indicated,interim adjustments of premium shall be made: Deposit Premium $ 2,685.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $9,656.46 x 7.2000% $695.00 This policy,including all endorsements,is hereby countersigned by ( 08/07/2009 Authorized Signature I Date GOV GOV KIND 1PLACING1 CLAIM I NAME SAFETY STATE CLASS I AUDIT I OFFICE I OFFICE CHECK GROUP The Fairway Agency Inc MA - 15645 114 1504 1 305 Forest Street WC 00 00 01 A(11-88) Bridgewater,MA 02324 'I Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. f , NGM INSURANCE COMPANY AGENT ss west:Street,Keene,N H 03431 Tdephone:1-888-646-7736 CONTRACTORS POLICY DECLARATIONS Named Insured and Mailing Address P RIMINGTON 8 A RANNEY Policy Number. MP076069 SEE NAME SCHEDULE Account Number: CAC076069 PO BOX 816 MARSTONS MILLS, MA 02648 Agent: ROGERS AND GRAY INS AGENCY INC Producer Code: 200379 AGENT PHONE' a 508 398 7980 } POLICYHOLDER INFORMATION :' r Named Insureds Business: CARPENTRY RESIDENTIAL ,Try Yr 0 24 '9 Entity:' PARTNERSHIP m .GJ� Policy Term: 12 of 1 lig, aGs-;qC;' Effective: 08/21/09 (12:01 A.M. Standard Time at the address Expiration: 08/21/10 of the Named Insured stated.above) In return for the payment of the premiums and subject to all the terms-of thi policy, we agree with you to provide the Insurance as stated in this policy. See the attached schedules for tion-of Premises, Property Coverage, Optional Coverages, Forms and Endorsements applying to this rtgagee Schedule if applicable. BUSINESSOWNERS LIABILITY COVERAGE LIMITS OF INSURANCE Liability$ Medical Expenses- each occurrence e S 11 0 0 0,0 0 0 Personal and Advertising Injury Limit S 11000,000 Products-Completed Operations Aggregate limit S 2,0 0 0,0 0 0 General Aggregate Limit $ 2,000,000 Fire Legal Liability- any one fire or explosion 4 5001000 Medical Expense Limit- per person 4 10,000 Business Liability and Medical Expense:.Except for Fire Legal Liability,each paid claim for the above cover- ages reduces the amount of insurance we provide during the applicable annual period. Please refer to Section DA. of the Businessowners Liability Coverage Form. For policies subject to premium audit:Annual Audit Applies. Commercial Inland' Marine Coverage Part INCLUDED Estimated Annual Premium: 4 7,156 " TOTAL PREMIUM AND CHARGES S 7,156 Countersigned: By: 64-5470(9100) 06/24/0.9 RENEWAL SH r The Cape Cod Carpenters Rannev & Rimineton Custom Builders www.TheCaneCodCarpenters.com ESTIMATE - revised August 27, 2009 Site: 98 Pinquicksett Cove Circle,Cotuit mailing:47 Babbling Brook Rd, Centerville Nick Argy (774) 836-0222 nargy a comeast.net PHASE II: Construct addition connector between house& garage/mudroom Work to include: • Apply for building permit and permit costs for Town of Barnstable • Apply for electrical and plumbing permit applications and permit costs in town of Barnstable • Supply 30 yard dumpster on site for construction waste removal. Supply portable toilet on site • Disconnect plumbing faucets to garage • Disconnect wiring to master bumpout • Excavate for addition as per filed plans;removing bedroom bumpout&temporarily sealing up opening watertight;please note—extra fill is to be spread around property,not removed • Pour concrete footings • Pour foundation • Break out former bulkhead area for new basement opening • Pour basement floor:pad • Back fill and,'grade aro% und addition an :install 2 gravel drywells • Rough frame and sheath walls,decking,rafters,floors and ceiling joist to match filed architectural drawing inaccordance with MA ng code State Build 780CMR • Install architectural asphalt roof shingles on new addition to match existing on garage • Install flashing,Vycor&Tyvek waterproofing on extenor of new construction as needed • Install windows($12,000:wmdov material allowance) • Install pre-primed pine trim on new construction including rakes;come T.boards,windows, rascia& v soffit as needed to match:: ara e . r P.O:Box 816 k Marstons Mills MA 0264 8 Construction Supervisor License#CS 088595 1. omeslmprovement Registration# 144752 Phone.508-428 7,147 Uability Insurance#MP076064 : Fax•508-428-7167 kffi% s Cgmpensation#WC-7 43.1,1686 E-mail: Federal Tax Ip#20-1633909 << info@thecapecodcarpenters:com Argy, connector estimate,Page 2 • Install clear white squared&rebutted cedar shingles on new construction siding • Install bulkhead door($400.00 material allowance) • Reinstall plumbing lines to garage from existing house • Install rough electric including outlets to code,plus chain-pull lighting; install enough rough wiring run to complete addition in the future(to accommodate water heater,a/c&heat) • Please refer to `Additional Notes' for more details on building process • Please note: This estimate does not include any engineering costs. No landscaping costs are included other than new construction grading as outlined. This estimate does not include framing of interior walls on 2nd floor. No other work is included except what is outlined in this contract OTAL LABOR& MATERIALS $ 139 950.00 Payment schedule: fiKr?'3,000.00 Due upon signing of contract 6 L j-�,�.�•,� Due upon approval of building permit $ 12,500.00 Due upon completion of excavation $ 12,500.00 Due upon completion of foundation $ 12,500.00 Due upon ordering of framing materials&windows $30,000.00 , Due upon completion of sheathing $30,000.00 Due upon completion of finish framing $30,000.00 Due upon completion of electrical work $ 5,000.00 Due upon completion of contracted work $ 4,450.00 Please note: • Contractor is not responsible for any damage to lawn or plantings around demolition area. • All construction waste and replaced items(including windows,doors&appliances)will be considered disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,storm water pollution discharge or costs associated with American Disabilities Act requirements if necessary. • Any repair,moving or installation of alarm system is'the responsibility of the property owner. • If an allowance is included in this contract,it is based on the maximum amount allowed on standard retail prices. No refimds will be given and contractor may take advantage of certain discounts that will not be considered in the allowance total if contractor is purchasing the allowance items. • Customer is to supply all paint if any is being used(unless otherwise specified) • Property Owner agrees that Ranney&Rimmgton Custom Builder;may display a small sign on the property during the duration of the work and one month after completion. Property Owner is responsible for any and all engineering costs and site plan costs necessary in association with obtaining any necessary permits unless otherwise noted. • All home improvement contractors and subcontractors shall be registered by the Director and any inquiries about a contractor or subcontractor relating to a registration should be directed to:Director,Home Improvement Contractor Registration,One Ashburton Place,Rm 1301,Boston,MA 02108 • The property owner has Once-day cancellation rights ofthis contract under M.G.L.c.93,48;M.G.L c.MOD,10 or M.G.L,c.255D,14 as applicable. • All warranties and property owner's rights are under the provisions of 780 CMR 110.6 and M.G.L.c.142A • Any alteration or deviation from above specifications involving extra costs will become an extra charge over and above the estimate at$50.00 per hour plus materials. If cost of materials and labor changes,this estimate may increase no more than 10% • It is the obligation of the home improvement contractor to obtain any and all necessary construction-related permits;in the event that the property owner secures their own construction-related permits or deals with unregistered contractors they will be excluded from the guaranty fiord provisions of M.G.L.c. 142A. Work will begin no later than six months from the issuance of any necessary permits and will be completed no later than two years from the issuance of necessary permits. • Property Owner's failure to make payments for work duly performed may result in a lieu against the homeowner's property.Owner is responsible for any legal fees and court costs Ranney&Rimington may incur to collect the monies due on this estimate.The contractor and the property owner hereby mutually agree in advance that in the event the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a private arbitration service which has been approved by the secretary of the office of consumer affairs and business regulations and the consumer shall be required to submit to such arb' n as rovided in M.G.L.c 42A. S NO S N CT IF YOU HAVE NOT READ ITJOR4F THERE ARE ANY BLANK SPACES d r RanneyTPjmkqtonCudtomBuildedzDafe a Property Owner Date ' ' �`> ✓�ze Toaort9rto�ru o�✓ �uaeltd Board of Building Regulations and Standards Construction Supervisor License Ucon ,.CS 88595 'ExSrratfon M6/2010 Tr# 24101 lfestrictiort::;;00 ALEXANDER M RANNEY 267 MEIGGS-8ACKUS RD SANDWICH,MA 02563 Commissioner 150ar�of u t a4� i a HOME IMPROVEMENT CONTRACTOR Registration: 144752 Expiation:41/2/2010 Tr# 277404 Type 7D13A RANNEY&RIMINGTON CUSTOM CARPENTRY ALEXANDER RANNEY 267 MEIGGS BACKUS RD.. GZ� . SANDWICH,MA 02563 = Administrator a v: BOISE" Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3\DR1 BC CALCO 2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Na Argy Garage Description: Level 3\DR1 Address 98 Pinquickset Cove Circle Specifier: be City, State, Cotuit, Ma Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 08-03-08 1 BO,3-1/2" B1,3-1/2" DL 739 Ibs DL 739 Ibs SL 1,430 Ibs SL 1,430 Ibs Total Horizontal Product Length=08-03-08 Load Summary rive Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 11.5% 133% 125% Trib. 1 Standard Load(roof) Unf.Area(psf) Left 00-00-00 08-03-08 15 30 11-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,014 ft-Ibs 32.8% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 1,499 Ibs 33.0% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. L/1,036 (0.091") 23.2% 3 1 output as evidence of suitability for Live Load Defl. L/1,571 (0.06") 22.9% 3 1 particular application.Output here based 1% 3 ' 1 on building code-accepted design Max Defl. 0.091" 9. Span/Depth 7.9 1% 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 1-3/4" 2,170 Ibs n/a 41.1% Unspecified ( ask questions, please call B1 Post 3-1/2"x 1-3/4" 2,170 Ibs n/a 41.1% Unspecified 00)232-0788 before installation. BC CALCO, BC FRAMERO,AJSTM, Notes ALLJOISTO, BC RIM BOARD TM BCI(@, BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM@),VERSA-LAM@,VERSA-RIM Design meets Code minimum (L/360) Live load deflection criteria. PLUS@,VERSA-RIM@), Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. 1 z4;'VO s J., Page 1 of 1 BONSE, Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3\DR2 BC`CALCO 2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: Argy Garage Description: Level 3\DR2 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: � 06-00-00 BO,3-1/2" B1,3-1/2" DL 309 Ibs DL 309 Ibs SL 563 Ibs SL 563 Ibs Total Horizontal Product Length=06-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 06-00-00 15 30 06-03-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,117 ft-Ibs 7.0% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 557 Ibs 7.7% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U5,386(0.012") 4.5% 3 1 output as evidence of suitability for Live Load Defl. L/8,348 (0.008") 4.3% 3 1 particular application.Output here based Max Defl. 0.012" 1.2% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 7.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 872 Ibs n/a 8.3% Unspecified ( ask questions, please call B1 Post 3-1/2"x 3-1/2" 872 Ibs n/a 8.3% Unspecified 00)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM, Notes ALLJOISTO, BC RIM BOARD TM BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(L/360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d— a I -. • • c � •1 • 'X �E a minimum=2" c= 5-1/2" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 &OiSETM Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 31DR3 BC CALCO 2.0 Design Report- US 1 span No cantilevers 0/12 slope Monday, March 23,2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: Argy Garage Description: Level 3\DR3 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma ' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: i ' amp, , M% 25-00-00 BO,3-1/2" I' 61,3-1/2" DL 3,183 Ibs DL.3,183 Ibs SL 5,775 Ibs SL 5,775 Ibs Total Horizontal Product Length=25-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 02-00-00 15 30 15-00-00 2 roof Unf.Area(psf) Left 00-00-00 25-00-00 15 30 13-00-00 3 roof Unf.Area(psf) Left 23-00-00 25-00-00 15 30 15-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 46,882 ft-Ibs 50.7% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 6,213 Ibs 33.9% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U465 (0.633") 51.6% 3 1 output as evidence of suitability for Live Load Defl. L/725 (0.406") 49.6% 3 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.633" 63.3/0 3 1 properties and analysis methods. Span/Depth 12.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 8,958 Ibs n/a 84.8% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 8,958 Ibs n/a 84.8% Unspecified (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM Notes ALLJOISTO, BC RIM BOARD M, BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d—►I a c a a minimum=2" c= 10" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level MR4 BC CALCO 2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: Argy Garage Description: Level 3\DR4 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 3 RMR ' r/r r 14-03-08 BO,3-1/2" B1,3-1/2" DL 1,541 Ibs DL 1,541 Ibs SL 2,916 Ibs SL 2,916 Ibs Total Horizontal Product Length= 14-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 04-03-08 15 30 14-00-00 2 roof Unf.Area(psf) , Left 04-03-08 10-00-00 15 30 13-00-00 3 roof Unf.Area(psf) Left 10-00-00 14-03-08 15 30 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 14,645 ft-Ibs 59.9% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 3,635 Ibs 40.0% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U320 (0.518") 74.9% 3 1 output as evidence of suitability for Live Load Defl. L/490 (0.339") 73.5% 3 1 particular application.Output here based Max Defl. 0.51$" 51.8% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 14.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 4,457 Ibs n/a 42.2% Unspecified ( ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,457 Ibs n/a 42.2% Unspecified 00)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM, Notes ALLJOISTO, BC RIM BOARD TM BC10, BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM@),VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUSO'VERSA-RIM@, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d—►1 a — • V• • c •—L a minimum=2" c= 7-7/8" b minimum=3" d= 1 Z' Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 noiSE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR5 BC CALCO 2.0 Design Report- U'S 1 span No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: Agy Garage Description: 2nd Floor\DR5 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: al WM 14-03-08 BO,3-1/2" L B1,3 1/2" L 381 Ibs LL 381 Ibs DL 1,034 Ibs DL 1,034lbs ESL 599 Ibs SL 599 Ibs Total Horizontal Product Length= 14-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 14-03-08 40 10 01-04-00 2 wall Unf. Lin. (plf) Left 00-00-00 14-03-08 0 80 n/a 3 Roof Unf.Area(psf) Left 04-03-08 10-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,668 ft-Ibs 54.0% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 1,845 Ibs 25.4% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U289(0.574") 82.9% 2 1 output as evidence of suitability for Live Load Defl. U555 (0.299") 64.8% 2 1 particular application. Output here based Max Defl. 0.574" 57.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 17.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Beam 3-1/2"x 3-1/2" 2,014 Ibs 19.1% 19.1% Versa-Lam 2.0 or ask questions, please call B1 Wall/Plate 3-1/2"x 3-1/2" 2,014 Ibs n/a 19.1% Unspecified (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM Notes ALLJOISTO, BC RIM BOARD TM, BCIO, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMINGSYSTEM@,VERSA-LAMO,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS@,VERSA-RIME), Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. L;b r-d a • T• a minimum=2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamUnd Floor\DR6 BC CALCO 2.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 - File Name: Argy Garage.BCC Job Name: Argy Garage Description: 2nd Floor\DR6 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 q 3 5 1 ,wi , 12-06-00 12-06-00 EEO BO,3-1/2" B1,5-1/4" B2,3-1/2" LL 299 Ibs LL 1,013 Ibs LL 491 Ibs DL 412 Ibs DL 1,064 Ibs DL 412 Ibs SL 192 Ibs SL 195 Ibs Total Horizontal Product Length=25-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 25-00-00 40 10 01-04-00 2 wall Unf. Lin. (plf) Left 02-00-00 08-00-00 0 80 n/a 3 roof Unf.Area(psf) Left 02-00-00 08-00-00 15 30 02-00-00 4 wall Unf. Lin. (plf) Left 17-00-00 23-00-00 0 80 n/a 5 roof Unf.Area(psf) Left 17-00-00 23-00-00 30 15 02-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,594 ft-Ibs 18.6% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -3,012 ft-Ibs 21.6% 100% 1 1 - Right be verified by anyone who would rely on End Shear -820 Ibs 13.0% 100% 16 2- Right output as evidence of suitability for Cont. Shear 1,032 Ibs 16:3% 100% 1 2- Left particular application.Output here based Total Load Defl. L/1,343 (0.112'.') 18.3% 13 1 on building code-accepted design 0.067" 16.5% 13 1 properties and analysis methods. Live Load Defl. L/2,188 (0.067) Installation of BOISE engineered wood Total Neg. Defl. -0.009" 1.9% 16 1 products must be in accordance with Max Defl. 0.112" 11.2% 13 1 current Installation Guide and applicable Span/Depth 15.5 n/a 1 building codes.To obtain Installation Guide or ask questions, please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO, BC FRAMER@,AJSTM, BO Wall/Plate 3-1/2"x 3-1/2" 903 Ibs n/a 8.5% Unspecified ALLJOISTO, BC RIM BOARD'-, BCI@, 61 Beam 5-1/4"x 3-1/2" 2,272 Ibs 14.3% 14.3% Versa-Lam 2.0 BOISE GLULAM'"' SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 3-1/2" 903 Ibs n/a 9.8% Unspecified SYSTEMO,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDS,VERSA-STUDO are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram L►I b �d—►1 a 7 c i a minimum=2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE' - Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR7 BC CALCO 2.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 30 File Name: Argy Garage.BCC Job Name: Argy Garage Description: 2nd Floor\DR7, Address: 98 Pinquickset Cove Circle . Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc:. 3 6 4 5 r , 12-06-00 12-06-00 BO,3-1/2" B1,5-1/4" B2,3-1/2" LL 299 Ibs LL 818 Ibs LL 299 Ibs DL 469 Ibs DL 2,718 Ibs DL 469 Ibs SL 613 Ibs SL 3,192 Ibs SL 613 Ibs Total Horizontal Product Length=25-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 25-00-00 40 10 01-04-00 2 DR2 Conc. Pt. (Ibs) Left 02-01-12 02-01-12 309 563: n/a 3 DR2 Conc. Pt. (Ibs) Left 07-10-04 07-10-04 309 563 n/a 4 wall Unf. Lin. (plf) Left 07-08-04 17-03-12 0 80 n/a 5 roof Unf.Area(psf) Left 07-08-04 17-03-12 15 30 07-06-00 6 DR2 Conc. Pt. (Ibs) Left 17-01-12 17-01-12 309 563 n/a 7 DR2 Conc. Pt. (Ibs) Left 22-10-04 22-10-04 309 563 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,259 ft-Ibs 20.3% 115% 13 1 - Internal Completeness and accuracy of input must Neg. Moment -7,412 ft-Ibs 46.2% 115% 2 2-Left be verified by anyone who would rely on End Shear 1,298 Ibs 17.9% 115% 13 1 - Left output as evidence of suitability for Cont. Shear 2,865 Ibs 39.4% 115% 2 1 -Right particular application.Output here based Total Load Defl. U952(0.155") 25.2% 13 1 on building code-accepted design ° properties and analysis methods. Live Load Defl. L/1,429(0.103') 25.2/0 13 1 Installation of BOISE engineered wood Total Neg. Defl. -0.002" 0.5% 14 2 products must be in accordance with Max Defl. 0.155" 15.5% 13 1 current Installation Guide and applicable Span/Depth 15.5 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO, BC FRAMER@,AJS- BO Wall/Plate 3-1/2"x 3-1/2" 1,381 Ibs n/a 13.1% Unspecified ALLJOISTO, BC RIM BOARDTM, BCIO, B1 Beam 5-1/4"x 3-1/2" 6,727 Ibs 42.4% 42.4% Versa-Lam 2.0 BOISE GLULAMT"^ SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 3-1/2" 1,381 Ibs n/a 13.1% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUDO are Notes trademarks of Boise Wood Products, Design meets Code minimum (L/240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 801$E" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd Floor\DR7 BC CALCO 2.0 Design Report- US 2 spans No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: Argy Garage Description: 2nd Floor\DR7 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma ' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►�b d— Completeness and accuracy of input must L r be verified by anyone who would rely on a output as evidence of suitability for — 0 1 ' \ particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •-- • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=3" d = 12" BC CALCO, BC FRAMER@,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO, BC RIM BOARD TM, BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMM,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIM@, Connectors are: 16d Common.Nails VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. BOISE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR8 BC CALCCF9 2.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: A�gy Garage Description: 2nd Floor\DR8 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma ' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: -0!7 P1101— all 12-06-00 12-05-12 BO,3-1/2" B1,5-1/4" B2,3-1/4" LL 299 Ibs LL 818 Ibs LL 297 Ibs DL 691 Ibs DL 3,227 Ibs DL 691 Ibs SL 680 Ibs SL 3,365 Ibs SL 680 Ibs Total Horizontal Product Length=24-11-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 24-11-12 40 10 01-04-00 2 wall Unf. Lin. (plf) Left 02-00-00 23-00-00 0 80 n/a 3 roof Unf.Area(psf) Left 02-00-00 23-00-00 15 30 07-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,140 ft-Ibs 32.0% 115% 13 .1 - Internal Completeness and accuracy of input must Neg. Moment -8,965 ft-Ibs 55.9% 115% 2 1 - Right be verified by anyone who would rely on End Shear 1,587 Ibs 21.8% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 3,207 Ibs 44.1% 115% 2 1 Right particular application. Output here based Total Load Defl. L/692(0.213") 34.7% 13 1 on building code-accepted design properties and analysis methods. Live Load Defl. L/1,159(0.127") 31.1% 13 1 Installation of BOISE engineered wood Total Neg. Defl. -0.002" 0.4% 14 2 products must be in accordance with Max Defl. 0.213" 21.3% 13 1 current Installation Guide and applicable Span/Depth 15.5 n/a 1 building codes.To obtain Installation Guide or ask questions, please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO, BC FRAMERO,AJSTM BO Wall/Plate 3-1/2"x 3-1/2" 1,670 Ibs n/a 15.8% Unspecified ALLJOISTO, BC RIM BOARDTM, BCIO, 61 Beam 5-1/4"x 3-1/2" 7,411 Ibs 46.8% 46.8% Versa-Lam 2.0 BOISE GLULAMTM,SIMPLE FRAMING B2 Beam 3-1/4"x 3-1/2" 1,668 Ibs 17.0% 17.0% Versa-Lam 2.0 SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (L/240)Total load deflection criteria. L.L.C. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram .- b r —d a I ;� •J • j\ a minimum=2" c= 5-1/2" b minimum=3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamUnd FloorlDR9 BC CALCO 2.0 Design Report- US 3 spans No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: Argy Garage Description: 2nd Floor\DR9 Address: 98 Pinquickset Cove Circle Specifier: be ' City, State,Zip: Cotuit, Ma Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 6 _TT z /, ,✓;.; ., • 'Y ifi'i,7,:Wu �.✓lf 1, 1 „�;i - .• k.. .� "; `" x . .> V. '. 09-00-00 05-00-00 10-00-00 BO,3-1/2" B1,T' B2,5-1/4" B3,3-1/2" LL 2,429 Ibs LL 5,044 Ibs LL 5,538 Ibs LL 2,551 Ibs DL 1,639 Ibs DL 5,467 Ibs DL 3,576 Ibs DL 1,328 Ibs SL 594 Ibs SL 6,206 Ibs SL 3,449 Ibs SL 681 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start . End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 13-03-00 2 Gable Trapezoidal(plf) Left 00-00-00 0 40 n/a 09-00-00 0 120 n/a 3 gable Trapezoidal(plf) Left 09-00-00 0 120 n/a 24-00-.00 0 0 n/a 4 roof Unf.Area (psf) Left 00-00-00 24-00-00 15 30 01-04-00 5 DR5 Conc. Pt. (Ibs) Left 02-01-12 02-01-1 2 381 1,034 599 n/a 6 DR3 Conc. Pt. (Ibs) Left 09-00-00 09-00-00 3,183 5,775 n/a 7 DR4 Conc. Pt. (Ibs) Left 14-00-00 14-00-00 1,541 2,916 n/a 8 DR8 Conc.Pt. (Ibs) Left 21-10-04 21-10-04 297 691 680 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,175 ft-Ibs 33.7% 100% 14 3- Internal Completeness and accuracy of input must Neg. Moment -6,967 ft-Ibs 32.7% 100% 20 2-Right be verified by anyone who would rely on End Shear 3,662 Ibs 40.3% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 3,632 Ibs 46.0% 100% 20 3'_Left particular application.Output here based Total Load Defl. U924 (0.127") 26.0% 13 3 on building code-accepted design . properties and analysis methods. Live Load Defl. U1,288 (0.091") 28.0% 13 3 Installation of BOISE engineered wood Total Neg. Defl. 0.029" 5.7% 13 2 products must be in accordance with Max Defl. 0.127" 12.7% 13 3 current Installation Guide and applicable Span/Depth 9.9 n/a 3 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO, BC FRAMER@,AJSTM, BO Post 3-1/2"x 3-1/2" 4,662 Ibs n/a 44.1% Unspecified ALLJOISTO, BC RIM BOARDTM, BCIO, B1 Post 7"x 3-1/2" 16,717 Ibs n/a 79.1% Unspecified BOISE GLULAMT"^ SIMPLE FRAMING B2 Post 5-1/4"x 3-1/2" . 12,563 Ibs n/a 79.3% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM 63 Post 3-1/2"x 3-1/2" 4,560 Ibs n/a 43.2% Uns ecified PLUS@,VERSA-RIM@, p . VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 2 80, 1$E'" Double 1-3/4" x 11-7/8"'VERSA-LAM® 2.0 3100 SP Floor Beam\2nd FloorlDR9 BC CALCO 2.0 Design Report- US 3 spans No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Name: Argy Garage Description: 2nd.Floor\DR9 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma ' Designer: Customer: 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 I output as evidence of suitability for • T• • particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood •1 • �\ products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c= 7-7/8" or ask questions,please call b minimum= 3" d= 12" (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO, BC RIM BOARD TM, BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"^,SIMPLE FRAMING Member has no side loads. SYSTEMO,VERSA-LAM@,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIMO, Connectors are: 16d Common Nails VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. RMSE- Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamUnd Floor1DR10 BC CALCO 2.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, March 23, 2009 16:22 Build 276 File Name: Argy Garage.BCC Job Nanle: F(rgy Garage Description: 2nd Floor\DR10 Address: 98 Pinquickset Cove Circle Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: IJ11 � J, � 111 .Jg � � 1TT1 ME NO� y y > i y i , f ° 15-00-00 00 15-00-00 BO,3-1/2" B1,5-1/2" B2,3-1/2" LL 4,195 Ibs LL 9,755 Ibs tQ� LL 3,888 Ibs DL 3,723 Ibs DL 4,856 Ibs -` DL 2,837 Ibs RLL 2,543 Ibs SL 1,583 Ibs SL 2,192 Ibs Total Horizontal Product Length=30-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (pso Left 00-00-00 30-00-00 40 10 12-06-00 2 DR6 Conc. Pt. (Ibs) Left 02-01-12 02-01-12 1,013 1,100 195 n/a 3 DR7 Conc. Pt. (Ibs) Left 02-07-12 02-07-12 2,718 818 3,192 n/a 4 DR8 Conc. Pt. (Ibs) Left 25-08-12 25-08-12 818 3,227 3,365 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 30,170 ft-Ibs 60.2% 115% 15 2- Internal Completeness and accuracy of input must Neg. Moment -27,703 ft-Ibs 55.3% 115% 2 1 -Right be verified by anyone who would rely on End Shear 9,519 Ibs 54.5% 125% 55 1 -Left output as evidence of suitability for Cont. Shear 7,771 Ibs 48.4% 115% 17 2-Left particular application. Output here based Total Load Defl. L/489 (0.362") 49.1% 15 2 on building code-accepted design 0.265" 53.8% 15 2 properties and analysis methods. Live Load Defl. U670 ( ) Installation of BOISE engineered wood Total Neg. Defl -0.063" 12.6% 15 1 products must be in accordance with Max Defl. 0.362" 36.2% 15 2 current Installation Guide and applicable Span/Depth 12.7 n/a 2 building codes.To obtain Installation Guide or ask questions, please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO, BC FRAMER@,AJSTM, BO Wall/Plate 3-1/2"x 5-1/4" 10,461 Ibs n/a 60.7% Unspecified ALLJOISTO, BC RIM BOARD TM, BCIO, B1 Post 5-1/2"x 5-1/4" 16,194 Ibs n/a 65.0% Unspecified BOISE GLULAMT"" SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 5-1/4" 8,917 Ibs n/a 56.3% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b I— —d— a II I • • G • \� e o 0 a minimum=2" c= 9" b minimum= 3" d= 12" e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Pgy@elctgrf are: 16d Common Nails Maximum Span Calculator for Joists & Rafters Page 1 of 1 A3 wican Forest-&paper Assoldia#lon Maximum Span Calculator Anierican'Alood Council for Joists & Rafters 1a =arra x„?3?,w3saar .t ,-E:c t 's�aizr;za Netscape a 4.XX Users - click here SpeC1eS Spruce-Pine-Fir Size zxlo Grade jjNo. z Member T e Floor Joists Deflection Limit L/36o Spacing (in) 16 Wet service conditions? Exterior Exposure _ __._ Incised lumber? Live Load sf 40 Dead Load sf 10 771 Calculate Maximum Horizontal Span Go=To SPAN OPTIONS CALCULATOR for Joists &Rafters LIMITS OF US.E HELP RESTART The Maximum Horizontal Span is: 15 ft. 5 in. with a minimum bearing length of 0.8 in. required at each end of the member. Property Value Species Spruce-Pine-Fir Grade No. 2 Size 1510 Modulus of Elasticity (E) 1400000 psi Bending Strength (Fb) 1106.88 psi Bearing Strength (Fcp) 425 psi Shear Strength (Fv) 135 psi While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Forest& Paper Association nor its members assume any responsibility for any particular design prepared from this on-line Span Calculator.Those using this on-line Span Calculator assume all liability from its use. http://www.awc.org/calculators/span/calc/timbercalcstyle.asp?species=Spruce-Pine-Fir&size=2x 10&grad... 3/24/2009 .. ..., .-, _x 2_.,�'=f; '5....xg'. ti �`"L'•' � `�^"S.q v��{ '�""1 7mw .. : h . .$7 its- hwr `u+ i r 1 The BCS allows for the connection of 2-2x's to a 4x post or 3-2x's to a 6x I r post.Double shear nailing between beam and post gives added strength!The L BC series offers dual purpose post cap/base for light cap or base connections. t � MATERIAL:18 gauge ns. FINISH:Galvanized.Some products available in ZMAX®coating; �• s manufacturing o see Corrosion Information,page 10 11. W' • Pilot holes for it INSTALLATION: •Use all specified fasteners.See General §k. ® Purposes : (Do not install r Do not install bolts into pilot holes. Notes. +,s; •BCS:install dome nail11 s.on beam;drive nails of an angle through t ®� bons)ITyp.) a leo the beam into the post below.to achieve the table loads 11' g •, w Beam _ •BC install with 1 bd Commons or 160X2Yz"joist 11anger nails. �� Flanges l' •Post bases do not provide adequate resistance to prevent NZ • <``' B`as ( from rotating about the.base and therefore are not recommendedended for` t , y non top supported installations(such as fences or unbraced carports), r� BC4 Cap/Base k y •To tie multiple 2x members together,the Designer must determine: Flanges � (BC6 Similar) A .) Post 2 v.,<" the fasteners required to join members to act as one unit without I �2 m splitting the wood. I✓ Pilot holes for >x+ �b CODES:See page 12 for Code Reference Key Chart. manufacturing purposes x , R. - These products are available with additional corrosion rot (Do not install bolts) CIF this page may also be available with this option,check. Simpson Strong-Tie for details. Bottom ITyP') ection Additional products on I` � a r .- a nsions'`' r F Aw o MN del Dime �Wi Wp 1i L2 H� Hp r;Beam Post Base 4 R Flange Flange Bottom UPOft' Lateral' ,, Post Flanges CAPS BC60 Half Base BCS2 2/4x.�.; 39/e' 2�%a 2% 3 3 ,;,616d ;6-.16dw � .� f t I BC46 39/,e 5Yz 4z/e 2�/e '.3�/z 2Y2 1216d `6 i6d t 980 ? 1000. (other similar) U.S:Patent 5 603 5 { BC413 4; 4 980 4` "4 3 3 , 1216d 1216d 1000 1.Allowable loads have been increased tare t`PY I ® BC6 5Yz 5Yz 43/a 43/e 33/a 33/s, 1216d 1216d 980 ;1000'. 60%for wind or earthquake loading =.- l=' BC6R 6 6 fi` 6 - 1050. 2000 112, with no further increase allowed; 1r: BCS 7yz 7,/z 7/z 7�/z 4 3 1216d 1216d 1050 2000 L20• reduce where other loads govern: 4 1216d 1216d F11 2•Structural composite lumber BCS2 2/4 I a 39/s;2�/s 2% 215/s 215/s:8 10d '6-Od 1800 2000 columns have sides that show A ' :BCS2 3/6'45/a 59/s 43/e 2z/s 35%s ,5 " ' 780' `1025 , either the wide fac 2 /,e 1216d 6-16d w,: a orthe edges o s 800 h; :,g495. of the lumber strands/veneers. w ore"ti J G l ® BC40: 3/s , BASES Values in the tables reflect installation �.into the wide face.See technical 16d' 4 16d.' 510 i ; 735,, bulletin T-SCLCOLUMN for values $C460 "5yz ga/a 3 w' :6,16d 4 16d 510 on the narrow face(edge)(see page 616d. 4-16d vt450 ;,-735 . 191 for details). tr BC60R 6 6 - 3 - - 6 16d 4 16d 450 3.Base allowable ioads assumes nails 735 170 have full penetration into supporting Typical BCS BC80-; , - 6-16tl 4-16tl t` 7yz 450 735 member.Loads do not apply to end Installation BC80R 8 r 4 6 16d 4 16d 450 x;<:735 : grain posYinstallations. 8'.'- 'b-16tl 4,16d. 450 735 is+: 4•NAILS:16d=0.16Z dia:x 31W long,10d 0148-dia,x 3'long. I See page 16-17 for other nail sizes and information.. j; Lally column caps and steel column caps provide adequate bearing MATERIAL:LCC-12 gauge;CCOS-7 gauge FINISH:LCC-Simpson Str INSTALLATION:•Use all specified fasteners.See General Notes, PsOn length for larger girder reactions. •LCC-Fit the lally column cap over the lally column and attach to the girder. gray paint;CCOS=G90 Galvanized F1 •CCOS-Attach steel column cap to column endplate with(4)Simpson St Aping screws rovided strong-Tie and attach to girder. 9 ie Quik Drive® CODES:Seepage 12 for Code Reference Key Chart. i, { , y Model Loll ° Girder Nods' i Columgi a Allowable ads,x7 srYt bs w r. LCC4.545 4% 4tameter 'DF/SP/SPF LVL/PSL/LSL'.,,i(160) 60)r ¢ aTri le 2x10/12 816d 3Yz 15820 (1 c CCOS3:12 31- °Double.2x10/12. .1010d Refer to LCC3.5 3.5 35/a 3.5 LVL/PSL/LSL 10200 ,s 1615 Note 5 8 16d 1020= ftl LCC3 5 4 35/e 3.5 LVL/PSL/LSL 3/z - 15820 2200 W cc 3 62'z;'' 35/ar =<3 5 LUL/PSL/LSL 8 1e 4 - 20670 1615 Typical LCh5.25 3.5 1nstallation� a? LCC4.5 4 4s/a Tri le 2x10/12 10 10d = - 1615 connecting a 3-ply a �:16665 IuM`: 3'/s"diameter O.D. c CCOS4.62` 4s/e • Tri Ie2x10/12 8 1 a 4 20670 2200 ( )steel column ` - -LCC5 25 3.5 3 1010tl o5300 5/a- 5.-25LVL/PSL/LSL -816d _. _ - 1615 CC 25-4 3 "3/z `1020 ;;2200, a ryit. 5/e 5.25 LVL/PSL/LSL 8-16d - t5820 1815 l(, W, CCOS5.50; +5Yz .5.25 LVL/PSL/LSL .= 4 20670 170- s.„ LCC6 3 5 6Ys 1010d - - 1615 Quad 2x10/12 •. 22100 LCC 816d 3Yz 15820 U20,1 2200r� N s 6 4 6Ya Quad 2z10/12 8-16d •-2•LCC7 3 5 7Ys r-•.7,LVL/PSL/LSL . 4 20670 _ - 1615 Ff x 8 16d , 1615 + LVL/PSL/LSL `3/z "r15820 r 1 NO CCOS725 7Ya 7 LVC/PSL/LSL 8 16d x"`1615 I.Loads may not be increased for short-term loading. 27525 1020 2200 2.Allowable loads are detemn flea using the lowest of the column with an?A-fillet weld around the entire pipe. bearing loads using Fc-perp equal to 425 psi for SPF,625 psi 6.The CCOS must be attached to endplate of the column with. for DF and 700 psi for LVUPSL/LSL. (4)Quik Drive X0112S1224 self-tapping screws through the. 3.Loads are for a continuous beam. end plate and into the bottom of the CCOS. 4.Spliced conditions for the.LCC must be detailed by the 7•All Pipe columns need to be designed by a qualified Designer. Designer to transfer tension loads between spliced members 8.CC caps can resist out-of-planes 3-forces u to 2 :v to means other than the lally column.The splice condition CCCIS minimum column diameter is 2)' load is eve l Ibs per beam side far LCC must be evenly loaded. 9.NAILS:16d=0.162'dia.x 3'/2'long,10d=0.148'd• 52 5.To achieve lateral loads,the LCC pipe must be welded to the provided the beam is braced to resist torsional rotation Ibs. See page 16-17 for other nail sizes and information. x 3°long Typical CCOS5.50 Installation 4 `q connecting a 3-ply LVL - Lcc. s I Ls :,t L.r ` 0 and a steel column 4 s � w�� ��� ���y �- i 04/17/2009 14:00 5082553176 EAST CAPE PAGE 01 s' JOB NAME: RANNEY&RIMINGTON CARPENTRY JOB#:09-075-ARGY GARAGE PINQUICKSET COVE CIRCLE,COTUIT east cape enBm�g,inc. 44 route 28 DATE:04-16-09 CALC BY:MAM DRAWN BY:JAB orkms,ma 02653 POST TO FLrFCH PLATE CONNECTION r( PER N01'E'1' (2)-1'/"x 11%,LVLS wI i1 K"x I V STEEL FL CH PLATE (CONTINOUS OVER M ER10R. POST TO FLITCH M ppg� PLATE CONNECTION t� PER NOTE 41' DOUBLE TOP PLATES OF WALL TS 6"x r x W TUBE STEM POST (iXP.OF 3) POST TO FMCH PLATE CONNECTION PER NOTE'1' WIDE FACE OF POST(TYP.) W 12"x 6"x W BASE PLATE (rW.OF 3) CONSTRUCTION NOTES: 1)PROVIDE SLOT IN TS 6"x 4"x 1/4"VERTICAL TUBE STEEL POST FOR CONNECTION OF l 2"x I I"STEEL FLITCH PLATE TO POST. WELD EDGES OF FLITCH PLATE THAT INTERSECT TUBE STEEL POST. 2)WELD 12"x 6"x 1/2"STEEL BASE PLATE TO TS 6"x 4"x 1/4"VERTICAL lbs. TUBE STEEL POST. POST TO BE ATTACHED TO CONCRETE GARAGE :` •" �' STEM WALL WITH(4)-W THREADED ROD WITH SIMPSON SET EPDXY. WITH 10"MIN.EMBEDMENT. 3)ATTACH 1 -Y4"X I I%"LVLS TO FLITCH PLATE WITH 1/2"DIA.A307 � •.s.. �11*7 BOLTS THRU BOLTED AT 16"O.C.STAGGERED TOP AND BOTTOM,2" FROM THE TOP AND BOTTOM EDGES OF THE BEAM. tiQ.�a 4)CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. SHEET 1 OF 2 STEEL MOMENT FRAME' AT 251-4" GARAGE WALL (NOT TO SCALE) ` 04/17/2009 14:00 5082553176 EAST UAPL rHut nt - JOB NAME:RANNEY&RDA NGTON CARPENTRY JOB#:09-075-ARGY GARAGE-#98 PINQUICIGSET COVE CIRCLE,COTUIT east��8m�*�o8�ulo. 44 route 28 DATE:04-16-09 CALC BY:MAM DRAWN BY:JAB Orleans,ma 02653 POST TO F C}I POST TO FLITCHPLATE CONNECTION PLATE CONNECTION PPR NO iE'1' PP.Et NOTE'i' DOUBLE TOP PLATES OF WALL (2)-I-XV x 1!Y"LVLS WITH s"x I I"STEEL FLMH PLATE TS W x 4'x 1/4"TUBE STEEL POST TS 6"x 4"x 1 W TUBE STEEL.POST WIDE FACE OF POST(M) 12"x 6"x if 21 BASE PLATE r CONSTRUCTION NOTES: 1)PROVIDE SLOT IN TS 6"x 4"x 1/4"VERTICAL TUBE STEEL POST FOR CONNECTION OF 1/2"x I I"STEEL FLITCH PLATE TO POST. WELD EDGES OF FLITCH PLATE THAT INTERSECT TUBE STEEL POST. 2)WELD 12"x 6"x 1/2"STEEL BAST;PLATE TO TS 6"x 4"x 1/4"VERTICAL TUBE STEEL POST. POST TO BE ATTACHED TO CONCRETE GARAGE , r- .a'� . :; STEM WALL WIN(4) sg"THREADED ROD WITH SIMPSON SET EPDXY WITH 8"MIN_EMBEDMENT. 3)ATTACH l 4"X 11 4"LVLS TO FLITCH PLATE WITH 1/2"D1A. A307 s;�!s BOLTS THRU BOLTED AT 32"O.C.STAGGERED TOP AND BOTTOM,2" FROM THE TOP AND BOTTOM EDGES OF THE BEAM. 4)CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. SHEET 2 OF 2 _2 STEEL MOMENT FRAME AT 14'-0" GARAGE WALL (NOT TO SCALE) r east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans, MA 02653 LAND SURVEYING WATER RESOURCES LAND COURT ENVIRONMENTAL 508-255-7120 PHONE SITE PLANNING SANITARY CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX WATERFRONT March 13, 2009 Mr. Pat Rimington Ranney and Rimington Carpentry P.O. BOX 816 Marstoris Mills,MA 02648 RE: Structural Issues, 98 Pinquickset Cove Circle, Cotuit Dear Mr. Rimington, East Cape Engineering,Inc has reviewed the building plans and the site plan in order two address two issues relative to the proposed garage structure to be constructed at 98 Pinquickset Cove Circle in Cotuit. Flood Zone Requirements: Based on our review of the site plan showing topography and proposed building location, the proposed floor elevation of the garage structure is set at 12 MSL with a 100 year Flood Elevation of 11 MSL (Al 1). Since the foundation for the garage is a frost foundation with a slab at grade one foot above the flood elevation,the foundation will not require any special design or flood vents as it meets FEMA and Building Code Requirements as proposed.. Garage Door Wall Wind Resistive Framing Requirements As per our discussions and direction to you by the building department,the only engineered design for the garage structure required by the building department is for the front elevation with the three garage doors. We completed wind analysis on the front elevation using wind design pressures based upon 110..mile per hour wind speed in Exposure C. Based on our analysis,the walls at the ends of the garage doors and in between doors require construction using APA Portal Walls with Hold Downs. A total of 5 portal walls require construction(three on the line with two doors and two on the line with the single door). The APA Portal Wall document is attached to this letter report for reference and construction requirements. Please note that each portal requires two Simpson STHD 14 "hold downs iinbedded'into the concrete°stem-wall and careful layout is necessary to -ensure they are properly located to allow full nailing. If there are any questions, feel free to contact me at any time. �N of Mq Sincerely, � MARK A.q� McENZIE IVIL IVIL � No. 8 Mark A. Mc ®�. �rSTER����� Treasurer, East Ca e ,Inc. Atch. APA Portal Wall Document APA TECHNICAL TOPICS Form No.TT-100C Page 1 of 3 November 2008 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered-Design Use While the APA portal-frame design, as shown in Figure 1, was envisioned primarily for. use as bracing in conventional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow shear.wall because it transfers shear by means of a semi-rigid, moment-resisting frame. The extended header` is integral in the function of the portal frame, thus, the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism, the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA, 4 2002 and 2003). Recommended design values for engineered use of the portal,frames y' are provided in,Table 1. Design values are derived from the cyclic test data using a rational procedure.that considers both strength and stiffness. The design value derivation procedure ensures that the code (IBC) drift limit and an adequate safety factor are maintained. For seismic design, APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels wood structural panels. Since design values are based on testing conducted with the portal frame attached to a { rigid test frame using embedded strap-type hold downs, design values should be limited to portal frames constructed on similar rigid base foundations, such'as a concrete foundation, stem wall or slab, and`which use a similar embedded strap-type hold down. References APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame®for Engineered Design, APA Report T2002-46, APA—The Engineered Wood Association, Tacoma,WA a APA, 2003,.Cyclic Evaluation of APA Sturd-l-Frame®with 10-ft Height and Lumber. Header, APA Report T2003-11, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-1-Frame®as Wall Bracing, APA Report T2002-70, APA-The Engineered Wood Association, Tacoma, WA REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street•Tacoma,Washington 98466-5333•Phone:(253)565-6600•Fax:(253)565-7265 /1^1 n AMA TU- r-.-_:-----J IA/--J A---- Form No TT-100C Page 2 of 3 November 2008 Table 1. Recommended allowable-design values for APA portal frame used on a rigid base foundation for wind or seismic-loadings b;c,a ASD Allowable Design Values `Minimum....., Maximum Ultimate•Load per Frame.Segment Load ` Wdth -Height (pounds) Shear Deflection - Factor., (inches) (feet) .(pounds) (inch)- . s 16 8 2,780 1,000, 0.32 . 2.8 10 2,180 ;; -600 0.40 3.6 24 8 ;.'4,720: :" 1,700 0.32` 28 •;:, , ri.. h 10 31630 1000 77f7� ,0:34: 36 a Design values are based on use of Douglas-fir or southern,pine framing.,For other species of framing,,use the specific gravity adjustment factor=[1'-(0.5-SG)],where SG=specific gravity of the actual framing. This adjustment shall not be greater.than 1. ; (b)For construction as`shown in Figure 1. ' (c)Values:are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e:g.,two=2z,three*3x- etc:).' (d)interpolation,of design values for heights between 8 and 10 feet.is permitted. Technical.Services Division Disclaimer The information contained herein is based on APA The Engineered Wood Association's continuing programs-of laboratory testing,product research,and comprehensive leld experience; Neither APA,nor its members make any i warranty,expressed or implied or assume any legal liability,or responsibility for the use,application of,and/or reference to opinions,findings;conclusions,or recommendations included in this publication. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements: Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as.actually constructed. �F a s : 0 2008 APA—The Engineered Wood Association Form No.TT-100C Page 3 of 3 November 2008 �. Figure I. Construction details<fo'r APA portal-frame with hod downs .g - . . ame design w t. EXTENT OF HEADER SHEATHING FILLER . ISINGLE PORTAL FRAME(ONE BRACED WALL PANEL) A IF NEEDED - ! � MIN.3 X 11:25" NET HEADER a 6'TO 18' ------.. • I FASTEN TOP,PLATE TO HEADER WITH TWO 1000 LB TYPICAL PORTAL ' - 16D 1000 LB FRAME ; SINKERS', HEADER ROWS OF 1,6D SINKER.NAILS AT 3'O.C.TYP. STRAP(REF, STRAP NO.LSTA24) CONSTRUCTION I 2 ROWS:® 1000 LB STRAP OPPOSITE SHEATHING 3"O.C. (REF.NO: i FASTEN SHEATHING TO HEADER WITH 8D COMMON OR FOR A PANEL I I '•, 4 . LSTA24) i' GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND SPLICE(IF •` NEEDED),PANEL ••' MIN.2X4 MAX. 3"O.C.IN ALL FRAMING(STUDS,BLOCKING,AND:SILLS)TYP. FRAMING HEIGHT EDGES SHALL 10' / FOR BRACING:MIN.WIDTH=16"FOR ONE STORY OCCUR OVER AND` i,;_':;•_-.. TYP. ••z MIN-WIDTH=24"FOR USE IN THE FIRST OF TWO BE NAILED TO ,... f ILA; COMMON BLOCK- f , STORIES.FOR ENGINEERED USE-SEE TABLE 1: ING AND OCCUR, 1 4200 LB z / WITHIN MIDDLE 24 f ;.. TIE MIN.(2)2X4 OF WALL HEIGHT n _ MIN.(2)2X4 ) DOWN ONE ROW OF 3"' 3i8"MIN:THICKNESS.WOOD> d �:. O.C.;NAILING IS,:. ..: DEVICE-. STRUCTURAL PANEL SHEATHING REQUIRED IN EACH ( (REF.NO:I• PANEL EDGE. `. .�• STHD14) t, !, MIN.4200 LB STRAP TYPE TIE-DOWN DEVICE(EMBEDDED I. 1 INTO CONCRETE AND NAILED INTO FRAMING).INSTALLED 1, MIN.. 10`00 LB, y I PER MANUFACTURER.(REF:NO $THD14.) TIE DOWN ',MIN.2"X2:'X3/16"PLATE WASHER a E(REF . F NO.-STHD8) s I ONE 518"DIA:ANCHOR BOLT WITH T'MIN:EMBEDMENT�. �. FOUNDATION PER CODE A SECTION A-A FRONT ELEVATION SIDE ELEVATION 0 2008 APA—The Engineered Wood Association 1 'lassaC1111set ts C1jQcMjst for Compjiance (780 CNIR 5301:2,1.1)' Check Compliance SCOPE s Wind Speed.(3-sec. gust).................... . ....... ............... ................................................ 110 mph ✓ ....................... . WindExposure Category.................................................................... ..................:..........................................B Wind Exposure Category................Engineering Required For Entire Project ...........................*.........C v APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) I- stories :5;2 stories RoofPitch .................................1...........................................(Fig 2) ............................................ 10 - 12:12 Mean Roof Height ...................:.................................:........(Fig 2)....................................I............30 ft :5 33' otc Building Width,W ......................:.........................:...........:-.(Fig 3)........................................?.'.V...�ft 5 8 0' -Building Length, L ............................................... ..........I....(Fig.3)...................._...... -ft 80' 3 3:1 Building Aspect Ratio (LIW) ....... .2.....................................(Fig 4).....*....... ........ . ............ Tr :5 6-8- Nominpl Height of Tallest Opening ............................. .....(Fig 4)................................................ FlfZAMING CONNECTIONS General compliance with framing connections.:..................(Table 2).... ........................................................... FOUNDATION Foundation Walls meeting requirements of 780.CMR.540.4.1 Concrete.............................................................................................................................. ConcreteMasonry ......................... .............. ...................... ......................... ........I........................ . fAAA ANCHORAGE TO FOUNDATION1,3 518"Anchor Bolts:imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete BoltSpacing-general ...........................................(Table 4).................:..............7............ Bolt Spacing from endpoint of plate .............................(Fig 5).................................... I In in.0� 1 2' Bolt Embedment-concrete..........................................(Fig 5)...... ............... ........................... 0 in. >�7" Bolt Embedment-masonry....;.............:......................(Fig 5)................ ............................ in. �: 15' PlateWasher................................................ ................(Fig 5)............................................... 3 x 3"x FLOORS Floor framing member spans checked ..........................:....(per 780 CMR Chapter 55)..................... Maximum Floor Opening C)imension....:..............................(Fig 6)................................................... ft<_ 12' Full H'eight Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)....... ....................... ........ ✓ Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall................(Fig 7).................................................... 0 ft-.5 d Maximum Cantilevered Floor Joists Supporting Loadbearing W@Ils'Qr Shearwall................(Fig 8)........................................... ........ 0. ft -S-d Floor Bracing at Endwalls g 9)............ ...............................:.......... .. ... Floor Sheathing Type .......................................'..................(per 780 CMR Chapter 55)...................I... ..... i/4 i n. Floor Sheathing Thickness ..........I........................v.......I.......(per 780 CMR Chapter 55)....................... Floor Sheathing Fastening..................................................(Table 2).. 19 d nails at in edge I in field WALLS Wall Height ft i C). Loadbearing walls................ ...................................(Fig 10 and Table 5)........................... Non-Loadbearing walls ....... ..............................I.........(Fig 10 and Table 5)........................... ft 20' Wall Stud Spacing . ...........................*.............................(Fig 10 and Table 5)....................J� in. 24'o.c. Wall Story Offsets ....................:...................:...............(Figs.. 7 & 8)....................... ............ 0 ft d EXTERIOR WALLS' vVood Studs S ft in. Loadbearing walls........................................................(Table 5)................................�x 4 -t ft in. Non-Loadbearing walls ................................................(Table 5).....I.........I..............2x - Sable End Wall Bracing F6 ...........................(Fig 10).......... Full Height Endwall Studs.................. ............. ........... WSP-Attic Floor Length.................:........................... (Fig 11)............................................. Zo ft:�-.W/3 Gypsum Ceiling Length If WSP hot used .......................(FIg 1 1 z D,9W and 2 x 4 Continuous Lateral'Brace @ 6ft. ox, .. (Fig 11).................I........... ........ or 1 x 3 ceiling furring strips @ 16' spacing min.with 2 x 4 blocking @ 4 ft.•spacing in end)oist.or trust bays. )ouble Top Plate aSplice Length ...............:':...................I..................(Fig 13 and Table 6).................................... ft Splice Connection (no, of 16d common nails)..............(Table 6).................I......... ..............................A#L AHIL, U111Cle to 1'i'Oo(I Coll•S1111cr1o11 1/f .1 lgll o lliu/;l I IV 1jy,111 /, iiru c vuc IYIasSaCh11Se'tts Che•c1dist fog- C0n1j)U211ce (780 CN1R5301.2.1..I L� Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... Z Load Bearing Wall Openings (record.largest opening but check all openings for compliance to'Table 9) HeaderSpans .........................................................(Table 9)..............I......................I ft ® in.5 11' SillPlate Spans ...........................................(Table 9)..................................-3 ft& in.5 11' Full Height Studs (no. of•studs)....................................(Table 9)............................,........................... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)............................. ft�in.s 12' Sill Plate Spans...........................................................(fable 9).................................. ft {u in.5 12" Full Height Studs (no. of studs),...................................(Table 9).......................:....•.................. ........_Zj Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension, W Nominal Height of Tallest Openingz ...............................................................................A 68" Sheathing Type..............................................(note 4)....:................................................. WGDx�r,�/ Edge Nail Spacing........................................•(Table 10 or note 4 if less)........................min. Field Nail Spacing...........................:..............(Table 10)................................................- iri. Shear Connection (no. of 16d common nails)(Table 10)....................................................... Arl: Percent Full-Height Sheathing.......................(Table 10)...... ............................................ . 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Maximum Building DimeRion, 4 Nominal Height'oP all SS(7penl ; ........... ........................................................ ✓5 6'8" SheathingType.. :r...............................(note 4)...........-......................................... i Edge Nail Spacin %g, ............ Table 11 or note 4 if less in. 9 P g.............:............ .. ( )........................ Field Nail Spacings-- ............. ...........:..(Table 11).........:........................................ 8 in. Shear Connection (no. of 16d common nails)(Table 11).......................... to Percent Full-Height Sheathing.......................(Table 11).......:..............................I.............. S 5%Additional Sheathing for Wall with Opening > 6'8" (Design Concepts).................... ✓Jail Cladding Ratedfor Wind Speed?....:............ l f b 'tiP............................................. ............................................................... ZOOFS Roof framing member spans checked?...................... (For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. it-eft 5 smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:..........................•..........U= plf Lateral...........................:.................(Table 12).............................................L= plf us6- Shear...............................................(Table 12)..............................................S= Of Ridge•Strap Connections, if collar ties not psed per page 21... (Table 13).......... ....................T= plf I{t�SRz Gable Rake Outlooker..........................................(Figure 20) ............. 1'vO"ft s smaller of 2' or U2 � Truss or Rafter Connections at Non-Loadbearing Walls POO- Proprietary Connectors PjK4. Uplift......................:.........................(Table 14)..............I......I......................U= lb. !/ Lateral (no. of 16d common nails)...(Table 14)......I............... Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and59) ............ _L/ . Roof Sheathing Thickness.....................................:.....'............................................. -J," in. >7/16" WSR U Roof Sheathing Fastening............................................(Table 2).....................:................................... Q Iz is checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not uired per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b eption: Opening heights of up to B ft. shall be permitted when 5% is added to the percent full-height sheathing siren ents shown in Tables 10 and 11. bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. TM . 5 V .a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Flill-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the lop member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered M 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment Glazing protection: a) new house or horizontal addition--required if project is 1 mile or closer to shoe (generally, south of Rte. 28 or north or Rte. 6) b) ve icai addition—not required unless there is extensive renovation to the first floor re acement windows—needs energy conservation compliance only(chap 93) CFrameConstruttio Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council e. r --WHEN THIS EDGE RESTS oN FPWJING USEBd NAILS AT Vo r. II 11 II 11 1 U,:1 - l 11 II it 11 1 , �Z o t { ' 1 , ,1 I. 1 0 n ;gyms U < n �► 1, II a 11 I R dFFIAMIM fj MEMBERS ' o EDGE k rTER1(EDIATE ' ' I 1 I, J ii 11 � 1 + • - 1I a u tl•J 11 11 � i i 1 Y � ' 1 tL 1 h' I -- T--- STAG4C ERED D009LL-IDG2 - KNL PATTERN PANEL PANEL_ — Y 4 PAWL EDGEAI DOUBLE NL EDGE SPACJNG DErA � L t See Delall on Next Page Detall Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_ Map Parcel` ` Application # HealthDivision ` Date Issued Conservation Division `. Application Fee Planning Dept. Permit Fee Date Definitive Plan.Approved by Planning Board Historic OKH _ Preservation/Hyannis Project Street,Address C` 2 Village Addres Owner N col Address. Ca Q��� Telephone ,, pp 3 Oa Permit Request ye w,-, `A -�6 w-49,-t5 xs� Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3ccc> Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. E( Two Family ❑ Multi-Family(# units) Age of Existing Structure�a yn Historic House: ❑Yes UkoNo On Old King's Highway: ❑Yes ❑ No Basement Type: ZFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) -Zoo Basement Unfinished Area (sq.ft) L ono Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: 44 existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Comas ❑Oil ❑ Electric ❑ Other c Central Air: 2PYes ❑ No Fireplaces: Existing New Existing wood/coal stov��e: 0_Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: L isting 0 new=, size_ ,. Attached garage: ❑existing l] new size _Shed: ❑ existing ❑ new size _ Other: `2 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes "o If yes, site plan review# Current Use ke s(,Ae X ri ' Proposed Use APPLICANT INFORMATION - - - - / (BUILDER OR HOMEOWNER) Name Telephone Number Address GCS �, I�� �e GYcl2 License# � (� A- Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE D� F FOR OFFICIAL USE ONLY ,.APPLICATION# DATE ISSUED MAP/PARCEL N0. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: r 4 FOUNDATION , s FRAME (t/ r' INSULATION FIREPLACE 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH 'FINAL - FINAL BUILDING l O DATE CLOSED OUT i ASSOCIATION PLAN NO. The Commonwealth of Massachusetts 137 Department of Industrial Accidents Office of Investigations 600 Washington Street ' Boston, M,4 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electridans/Plumbers Applicant Information Please Print Lel�ibly Cox Natne(Business/Organizarion/Individual): ' City/State/Zip:� _�-' p'(A C�,���5-Phone-#: Arefy u�n�employer?Check'the appropriate boz: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction employees(fun and/or part-time).* have hired the sub-contractors .2.0 I am a'sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition workin _for,me.in-an -ca aci employees and have workers' _._.--g y P-ty $ 9. ❑Building addition r" [No workers' comp.-insurance comp.insurance. 5. We are a corporation and its 10.0 Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3. I am a homeowner doing all work g P myself. [No workers comp—� right of exemption per MGL 12.❑Roof repairs insr,rance re ui ;�j t c. 152, §1(4),and we have no 13.❑Other employees. [No workers' comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside conttwtors must subnrit a new affidavit indicating such. IContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the polity,and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the M4 for insurance coverage verification. 1-do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct Sir ature Date: _ Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions , Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute,an employee-is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of 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,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract fori the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone.number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit4icense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number. The Commonwealth of MassachusaU Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-490.0 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax# 617-727-7749 www.mass..gov/dia b i 10HE t Town of Barnstable Regulatory Services BARNSTABLE, ; Thomas F.Geiler,Director y MA98. 9, 0,39. Building Division '0rfn �n Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: t I l 4 JOB LOCATION: , Ihoit/1�Ls�l tom_ce � 1 num/ber� street village j "HOMEOWNER yV': / /,C_4kS �`� 7;?XfF-1V.. `l�� J�G��1 7S c�io� 57S L-5 name Q home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as stinervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is-intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that be/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department mirtimum inspection procedures and requirements and that he/she will comply with said procedures and re ments. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly o when the homeowner hires unlicensed persons..In this case,our Board cannot proceed against the unlicensed person as it would with a licensed ;�r Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fonr/certification for use in your community. Q:forms:homeexempt �SHEtp�� Town of Barnstable Regulatory Services MASS.&UMSTABE Thomas F.Geiler,Director ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property.Owner Must Complete and Sign This Section If Using A Builder' as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION y C� v C `} 1 00 -----i � � ci r'1 E Assessor's map and lot number ...... ...r �P..,.. - P�Of IN E I Sewage Permit number .......... ... .�.. ' 8..:.�� Z EA"STADLE, i House number ...............................!q.. B.0 ....................... 9�C P 039. A e� '' YaY°'\ TOWN OF BARNSTABLE c�M. C BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........ ....t�...........�:-1............1.....�......!.L�..� TYPE OF CONSTRUCTION Lb7c?� �'^'�`................... ............ ...................................................................... .......................... .........19;�� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Ldi 10 ?�NaLttcKSzT Ca,4� Cti2G�� C� �uI?- rM�"' .. ..................................................................................................................................................................... iZ Proposed Use ...........................................................................:......................................................................I......................... Zoning District .............:.........L...!...r�................................Fire District ............ ................. STE%/1� �`=L HF K �vName of Owner :.°. ............. ............... ... Add ..... ......2....6,...Z...........Co ........W...`.:..�...:........... Name of Builder . ?`^` y Address ..............a� 2l.'L f.�TH ... ✓k°°i Nameof Architect ....................... .........................:...........Address .................-.---:;:- ......................................................... Numberof Rooms .I' / �'« ��/� ��J..............................................Foundation ............. ........".........,............../.....,-.....�:............... Exterior .......... .C, $+f rr{f�t� ...Roofing , .t�®�i7 Stf�t�f�,Lr ................................................................ ........................................ ................................. Floors Q��GJOOt�....................................Interior ............... ,1... ... Heating :......... ;<CC-`.......................:....................Plumbing -�S ..-......a..`................................ i Fireplace ...................:....... ...................................................Approximate. Cost ...........Z-Z.?�..Z-Z$P�?....................................... Definitive Plan Approved by Planning Board ________________________________19-------- . Area ..::i...................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS- REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above - construction. - � C v Name ........ . ... .... .............. .. w. Construction Supervisor's License •. ......... McELHtNY, STEVEN A=5-66 No ...2.8.6.34... Permit for ....2-atory................ ............5.ingle...Family...UwelUng................... Location .....Lat..I.0......9.a..Pinquitc.k.set..4a-eve Circle ......Catuiz.............................................. Owner .....Stp-men..ZeElheny............................ Frame Type of Construction .......................................... ................................................................................. Plot ............................. Lot ................................ Permit,Granted ........ ..........19 85 Date of Inspection ....................................19 Date Completed ......................................19 .o91�C� �o� l Gft -TA- t Q�THE�` TOWN OF BARNSTABLE Permit No. .2.g634 BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond ................. CERTIFICATE OF USE'AND OCCUPANCY Issued to Steven McElheny Address Lot #10, 98 Pinquickset Cove Circle Cotuit, Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. �f 17,December 19.....g6 s.... ...... .......... ....... ........ � '1r .....r .......... Building Inspector I MOONS TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT �tcscss ao�_orr` JOB WEATHER CARD DATE 19 PERMIT NO. APPLICANT ADDRESS (NO.) (STREET) (CONTR'S LICENSE) NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT (LOCATION) DISTRICT (NO.) (STREET) _ BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT _BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTI _ TO TYPE USE GROUP_ BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) OWNER BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY ® PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE A PROVED BY THE JURISDICTION. STREET OR ALLEY GRADEf' AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAIN FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE. OF THIS PERMIT.00ES NOT RELEASE THE APPLICANT FROM THE CONDITIO OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING.I SPECTIO.N APPPOVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS V6 4, A if 1, j^Y, � ,tio OL 2 2 2 3 HEATING APPROVALS REFRIGERATION INSPECTION APPROVAL: �— y,' l� -~_R 2 12 srz /w NCRK SnAL'_ NCT =R^=EE_• UNT:L THE PERMIT 'W!LL BECOME NULL AND VOID IF CONSTRUCTION iNSFECTiONS INDICATED ON THIS C NSPF'7. ]F, -{AS :=PgCVE. 7HE ::us WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR By TELEPH STAG;' �F CONS'"RUf':'?!J, I OR WRITTEN NOTIFICATION, ( I PE,?MIT IS ISSUED AS NOTED ABOVE. Assessor's map and lot number.......,, - Z: Fa ' r SEPTIC SYSTEM MUST �� 0*THEro � s Cor7�3 INSTALLED IN COMPLIANCE Sewage Permit number ......... ...............................�... ' WITH TITLE 5 .+ Z IBM" TADLE, i House number ..................:...........A(5`49............................ ENVIRONMENTAL CODE AN a TOWN REGULATIONS °° i639. \0m SEC TOWN OF BARNSTABLE BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO 1��SD.......o�.....S�n.R,�',.- ,....D��"LL��t/G:7t.61,4�t�f�'� ..... .... ..... ....... ... .... .......... .. TYPE OF CONSTRUCTION' ( Ooo� fi ZAVv-,k, ............................................................................................................................. ..........................�Ie......... 19 �5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............Lcr(— ...t.°..............?�Tr l u cc KS L..!.....C..`i ...C.►.!ZG. r....c....CL.'c.`.!r....!!�'` ........................... ProposedUse 2` `..........................��........................................................................................................ ................................... Zoning District ..........,............I....'....r................................Fire District .................. ... . .. .. 2.. .. �....................................... Name of Owner .... M ............Address ...........i3.`ti.r..........® o ...............V&- �.............................. ......'..Name of Builder ..., T VKttl.?..... ` ..........Address ..........3D ..........................................2E32— CA`�-�. T......c `° ........... Nameof Architect ..................................................................Address .................. s w.................................................... Number of Rooms ..................it ................................................Foundation .............. •• �L............O.GC ./.. ............... tie.. L t�oo� St(ial�t r= Exterior ............. ��.,.........� �..��...�.................................Roofing .................................................................................... Floors ......................Interior ................ . ' Heating �•.c!...........................................Plumbing Fireplace n .................................................A Approximate Cost p pp ?rK.............................................. j Definitive Plan Approved by Planning Board ________________________________19________. Area /`...Jc.............................. Diagram of Lot and Building with Dimensions J Fee ... /.. .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH `7� , OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above . construction. �• Name ......... ....................... �..c.................... ....... Construction Supervisor's License .L.. .. ... ....... ... . MELHENY, STEVEN 28634 permit for 2;" ,S,tory :. NJ . :........... :.::.................. ..... l - Sin le Family Dwelling.......................g..................3.'.................. Location ...Lot..1R.2.....9$... 7 P.511A k.$.et..C.ov.0- Circle 4 .....................Q. tUil............................................. t z Owner ...StP.Y.PD.A;EU)a.PZIY.............................. _ Type,of, Construction ........Frame........................ ...................!........................................................... r �' Plot ............`................ Lot ................................ ' r November 5 85 Permit Granted ............................ I.t.......... f r� r Dateof Inspection ` .........19 • Date Completed ... ......: ........19 � � � - in � i { REPORT NUMBER: 3116527COQ-005A ORIGINAL ISSUE DATE: March 31, 2007 tit j5e- Ex � EVALUATION CENTERiI�G� 1 INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE,DRIVE 77 i COQUITLAM, BC V3K 7C1 Uj i RENDERED.TO I B.W. CREATIVE WOOD INDUSTRIES LTD. , 232K RIVER ROAD MAPLE RIDGE, BC V2W 1 B6 �R LLA i PRODUCT EVALUATED: Clearview Guard and Stair Rai(Systems EVALUATION PROPERTY.- Load Requirements E Report of Clearview Guard and. Stair Rail Systems for compliance with the applicable requirements of the following criteria: [CC Evaluation Service, Inc. AC 273 "Acceptance !' Criteria for Handrails and Guards" This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance.with the agreement, for any loss, expense or damage occasioned by the use of this ! report. Only the Client is authorized to copy or distribute this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The.observations and test results in this report are relevant only to the sample tested. This report by itself does not imply i that the material, product or service is or has ever been under an Intertek certification program. ' 1 ' � 8.W_creative Wood Industries Ltd. March 31.2V07 ' Report No.311O527COQ-0O5A Page 2nf0 . , � . . . � 7��&�K ^�� Contents �x� ~ 'n ow�^�o4� ^�n �������^����p 1 Table ofContents....... .......... .— .................................. --........... ......... ................ —~-..2 2 Introduction.................................... .................................................................................... � 3 Test Samples-----..-_--.--------_---'..--_----_—.--.-----....._3 3`1. Sample Selection ............................. ..........................................................................3 3.2. Sample and Assembly Description-.-------.----'.------_---�---@ . ' 4 Testing and Evaluation Methods......... 4 ' | ' 4.1. General (Clause 4.2.1L--------.—.---'-----------_------4 ~ 4�. In-Fill Load Test 4�!.2)--.,--.----_ ................................... ................4 ^ 4.3. Uniform Load Test (Clause 4.2.J).--...—..----^------_—_-_-----4 ` ` � 4.4` Concentrated Load Test 424\.......................................................................4 5 Testing and Evaluation Results.................................. .........................----`.--.—.5 � 5.1. Results and Observations ......................................................................... .................5 G Conclusion........................................................... .......................................... ....................O Appendix A Test Data------.,---.---.—..:—..._—._---:----.---. 2 pages ' ' ^ Appendix B Drawings ................................................... ...... ^ ................................. 5 pages ' . . � � ' . � ` . ' ' � . ~ � . . ' ^ � ` � ` � ETLSEMKO ' a""everywhere for markets anywhere ^ � ' ` ' B.W.Creative Wood Industries Ltd. March 31,2007 Report No.3116527COQ-005A Page 3 of 6 Z Introduction Intertek Testing Services NA Ltd. (Intertek) has conducted a test program for the Clearview Guard and Stair Rail systems submitted by B.W. Creative Wood Industries Ltd. The evaluation was carried out to determine whether the railing systems would resist the loads specified in the ICC Evaluation Service, Inc. AC 273 "Acceptance Criteria for Handrails and Guards," dated October 2004. This evaluation was conducted in the month of March 2007. r 3 Test Samples 3.1. SAMPLE SELECTION The specimen guard and stair rail system components were independently sampled and assembly construction was witnessed by Intertek representative, Kalvir Kooner on March 1, 2007. 3.2. SAMPLE AND ASSEMBLY DESCRIPTION The different railing systems were identified as the following: Clearview Guard Rail System The railing system identified as the Clearview Guard Rail system was assembled as follows: Nylon 6 connector brackets (black) are mechanically fastened to cedar handrails using two No. 8 x 1-3/4 in. stainless steel screws. The cedar bottom rail is then attached to the 3-1/4 in. square cedar post using the same connector bracket and screws. Four . additional No. 8 x 1-3/4 in. stainless steel screws then connect the brackets to posts at four points. Both the top and bottom rails are pre-drilled to accept the tempered glass pickets. The glass pickets are then placed into the bottom rail and the top rail is pressed down onto the assembly and fastened to the posts with the same four No. 8 x 1-3/4 in. stainless steel screws. A 3 in. cedar cap rail is then mechanically connected to the top rail at 300 mm spacing using 3 in. finishing nails. Post: 3-1/4 in. (82.5 MM)r cedar, profile as shown in Appendix B. Rails: 42 in. (1067 mm) high, cedar profile as shown in.Appendix B. . Picket Insert: 6 in. (152.4 mm) wide x 8 mm thick tempered glass panels Rail Connections: Black Nylon 6 connector as detailed in Appendix B.. ETL SEMKO Testing everywhere for markets anywhere. 81.Creative wood Industries Ltd. March 31,2007 Report No.3116527COQ-005A Page 4 of 6 Clearview Stair Rail System The railing system identified as the Clearview Stair Rail system was assembled similarly to the Clearview Guard Rail system, and is described above. Post: 3-1/4 in. (82.5 mm) cedar, profile as shown in.Appendix B. Rails: 38 in. (965 mm) high, cedar profile as shown in Appendix B. Picket Insert: 6 in. (152.4 mm)wide x 8 mm thick tempered glass panels. ' Rail Connections: Black Nylon 6 connector as detailed in Appendix B. Details of both the Clearview Guard and Stair .Rail assembles are provided in the drawings located in Appendix B of this report. Note: Post to sub-structure fastener evaluation is beyond the scope of this report. Steel plates with two 3/8 in. Grade 5 bolts on each post were used to install the specimen for testing. 4 Testing and Evaluation Methods The test specimens were loaded at a rate to achieve the specified loads between 10 seconds and 5 minutes. The specified test loads were held for one minute before the load was released. As per Section 4.2 of [CC-ES AC 273 "Criteria for Handrails and Guards," the following tests were conducted: 4.1. GENERAL (Clause 4.2.1) One complete railing system, consisting of,two posts, was tested at maximum spacing and in the worst-case scenario. 4.2. IN-FILL LOAD TEST (Clause 4.2.2) A load consisting of 200 Ibf was applied over 1 sq. ft. (0.0929 m2) normal to the in-fill in a worst- case scenario. Required proof load was based on a factor of safety of 4.0 applied to the design load. 4.3. UNIFORM LOAD TEST (Clause 4.2.3) The top rail of the system was subjected to two'separate tests where a maximum load of 175 Ibf , was applied at an angle 45' from horizontal: 4.4. CONCENTRATED LOAD TEST(Clause 4.2.4) Two separate tests were conducted where the proof load of 500 IV was applied horizontally to the top-rail at mid-span and directly adjacent to the post to evaluate the connection capacity., ETL SEMKO Testing everywhere for markets anywhere,, i 8*N.Creative wood Industries Ltd. March 31,2007 Report No.3116527COQ 005A Page 5 of 6 5 Testing and Evaluation Results 5.1. RESULTS AND OBSERVATIONS The product test results are shown in Table 1. below and the test data sheet is located in Appendix A. Table 1. Test Results — System Maximum Post -- j System Description Height to Past Center Test Compliance (inches) ; Spacing i (inches) 1 I In fill Load* Complied l s I 6 ft Clearview Cedar I Uniform Load Complied I Guard Rail with Nylon 6 42 74-3/4 top rail bracket Concentrated Load Complied Mid-soap _ ---- � Concentrated Load Complied Adjacent to Post IIn-fill load* Complied , 4 ft Ciearview Cedar f Uniform Load** Not Evaluated Stair Rail with Nylon 6 38 1 42 F — [ Concentrated Not Evaluated Mid-span 1 top rail bracket i � p ' 1 1 Concentrated Load T + 4 Adjacent to Post** Not Evaluated *Required proof load for In-Fill Test was based on a factor of safety of 4.0. **Not evaluated—6 ft. system representative of worst case scenario. ETL SEMKO Testing everywhere for markets anywhere.. i i BMV.Creative Wood Industries Ltd. March 31,2007 Report No.3116527COQ-005A Page 6 of 6 6 Conclusion The B.W. Creative Wood Industries Ltd. Clearview railing systems identified in this test report has complied with the requirements specified in ICC Evaluation Services' AC 273 "Acceptance Criteria for Handrails and Guards," dated October 2004 as presented in Section 5 of this test report. INTERTEK TESTING SERVICES NA LTD. Reported by: i � Chris Chang, EIT Engineer, Construction Products' 1 . Reviewed by: IvoVAar Senor Technician, Construction Products Reviewed by: �, {- �%,* �*�� _ A��`•_ Lawrence Gibson, P. Eng. General Manager, Construction Products 1W3 -A CCfahvs �� ; ETL SEMKO Tosft everywhere for markets anywhere, i B.W.Creative Wood Industries Ltd. March 31.,2007 Report No.3116527COQ-005A APPENDIX A: Test Data (2 pages) ETL SEMKO TesfingmrMherefarmarkets aWwhem TEST#1 Test: Loads on Guards_AC 273 Date: 19-Rear--07 ` ° Project.#: 311.6527 Engel ech Riccardo DeSantis Client: B W Creative good Kevin Penner Product: 6 foot Clearvie.hr Cedar Guard with Nylon 6 top rail brackets Number of Posts: 2 y Post Spacing(ft): 6,22917 (on center of posts) ' System Length(ft): 6.22917 Height(in.): 42.0 e Method: AC 273 Acceptance Criteria for.Handrails and Guards(Approved October 2004) 4.2 Structural Tests ' 1714.3.1 Test Procedure Safety Factor 2.5. Equiprpent: Revere 2000 Ibf load cell with direct read-out ca}due August 2007 Mitutoyo Digital Caliper ID#P52651 cal due 26-A;or-07 Design Required Equivalent I 'Required Measured Load Calculated , Required Maximum, Factored Quarter- Maximum' Deflection • Test {Inward/ Moment Proof Load Deflection Pass/Fail C1uiv ardl tibf-ft Paint Load Deflection at 2001bf Load(Ibf) ) Y(lbf) h124+I196 11W (Ibt) {inl h-=12(in) (ink Ire fill Lead Test* 50 200 200 - - Pass Uniform Load Test 70 175 849 545 1090 (Per ft) Pass Midspan 200 500 - Concentrated Load - .500 t.81 3.50 0 4U80 ' Pass Tap of Past 200 500 -------- � „{• -_ Concentrated Laacl 500 1;81 3.50 - -Pass- "Required proof load for In-Fill Load Test was based on a factor of safety of 4.0.. Design Equivalent Required Required Measured Load Factored Calculated Required Maximum Quarter- Maxirnurr€, Deflection Test (Inv�ardr Load Moment Proof toad C)e lection PassFail , Point Load Deflection•, -at 0.,890 Outward) {kN}. (kNm) MY 1J24¢1196 IkN) {kN) (rr;rrr) W12(mm) kN(mm); In-fill Load Test' 0-22. -0.89 + 0.89 Pass Uniform Load Test 39 1,02 2.55 12; 7.96 15.9i (Per m} Midspan Concentrated Load 0.89 2.22 10.79 6.93 2.22 46.1 88,90 12.6492 Pass . 9 Top of Past Cancentraterl Load .0.89 2.22 2:22' 46.1 88,90 Pass Required proof load for fr.-Fill Load Test was based on a factor of safety of 4.0. �• . ICC Clears=iew-AC273 8ft Cleartiew Cedar N6 r Page 1 of 2 i ETL SEMKO Test: Loads on Guards-AC 273 " Date: 21-Mar-07 Project: 3116527 EnglTech: Riccardo DeSantis Client: B W Creative Wood Kevin Penner Product: 4 foot Clearview Cedar Stair Rail with Nylon 6 top rail brackets Post Spacing: 4 3116 ft 1.28 m Height of Guard: 42 in 1067 mm Opening in Guard: 4 in 102 mm L.. Method: AC 273 Acceptance Criteria for Handrails and Guards (Approved October 2004) 4.2 Structural Tests 1714.3.1 Test Procedure Safety Factor: 4 Equipment: Revere 20001bf load cell with direct read-out cal due August 2007 Mitutoyo Digital Caliper ID#P52651 cal due 26-Apr-07 Design Equivalent Load Calculated Required Test (Inward/ Factored Moment Quarter- Proof Load Pass/Fail Load Point Load Outward) (Ibf-ft) (lbf) (Ibf) (lbf) In-fill Load Test* 50 200 - - 200 Pass Design Load Factored Calculated .Equivalent Required Test (Inward; Load Moment 3-Point Proof Load Pass/Fail Outward) (kNm) Load (kN) (kN) (kN) In-fill Load Test* 0.22 0.89 - 0.89 Pass *Required proof load based on a factor of safety of 4.0. ICC Clearview-AC273 Oft Claerview Cedar N6 Page 2 of 2 t B.W.Creative Wood Industries Ltd. .4 Parch 31;^2007 Report No.3116527COQ-005A APPENDIX B: Drawings (5 pages) Tesling everywhere for markeft anywhere. CLEARVIEW RAILING .. - .' l��1554tiS llRA6cE7' 2W KCPZWAL RAIL c;wss cuss cxass ca.ass as/ss cuss- cuss �. axss 42 CLASS sit �� g CLASS w.ss / 'S ' I 9s0""Wo"TAL RA& 732 44 aca tr�ca. Deck _ O 7 RISE tt TREAD—.E lntertcic Tcstin; Sere it ETLSEMKO d1NE 23,20o6 DWG:.............. MAY 2 8 2007 �r REVIEWED 6Y:.....�f;;`Y ��• ' - . CREATIVE RAILINGS CREATIVE WOOD See Detail I-1 To Detoil 1--3 Roil To Post See Detail 1-1 Connection To Detail 1-3 Roil To Post Connection GLASS PANELS 7 PCs - r _.9. 1 xnu HORIZONTAL aNt 108.5 89,4 � r 1 NW95096 BRACKET I CLASS CLASS CLASS CLASS CLASS CLASS GLASS . 16.1 GLASU - 1 154.0 r-- 260 HORIZONTAL RAit85.0 6fi.0 _ 92.3.. _ ... y T 1809.75 1 y Intertek Te6ting tier%kc ETl5i':rsxU Dimensions have been rounded to nearest ' DWG ............. of �.......... M 4 MAv 2Lrv/ DIMENSIONS IN MM REVISION: FEBRUARY 26, 2006 FDD'f'r ' t/ c .F APPROVER_ ____-_.._- : __ CAD FILE- INSTALLATION INSTRUCTIONS J Detail 1 - 1 �,- Exterior Connection : Rail Fastened To Post CREATWE WOOD ,f 4-#10 x 76mm (Y) Stainless Pont Steel Screws Per.Connection a Roil — . o 2-#8 x 50mm (2") Stainless a Plan .Steel.Screws Per Connection a 4 ' o i - AxonoMetric 2-#8 x 50mm (2") Stainless -- - 25.4 > : Steel Screws Per Connection - Intertelc Testing Se>rvis,:. ' ON:.... ..............�i:............ .� .. a 4-#10 x 76mm (3') Stainless Steel Screws Per Connection Rciil$ PROJECT#: ..... b s.Z Side Elevation , Front Elevation Detail 1-1 DIMENSIONS IN MM Exterior Connection; Cop Roil Clued to Top Rail, Screwed To Past-50mm Screws, REVISION- MARCH 29, 2007 Top/Bottom Rail Skew Screwed To Post-76mm Screws APPROVED:-___-,_ CAD FILE: INSTALLATIONINSTRUCTIONS t) Nails and screws shall not souse splitting of 'wood elements. 2) Fasteners shall be resistant to corrosion. 3) Glue Exterior Type ll. B W.Creative Wood Industries Ltd. March 10,2009 Report No.3174452COQ-003 APPENDIX A: Test Data (2 page) l i Intertek , Test: 20061RC-Loads on Guards Project#: 3174452 Date: 10-Mar-09 Eng/Tech: Riccardo DeSantis Client: S.W.Creative Wood Industries Ltd. Product: 6 ft. RailSimple Clearview Guard Rail System Post Spacing: 6.275 ft 1.91 m Height of Guard: 42 in 1067 mm Opening in Guard: 3.75 in 95 mm Method: 2006 International Residential Code Section R301.5 Live load,Table R301.5 Minimum Uniformly Distributed Live Loads . 2006 International Building Code, Section 1714.3.1 Test Procedure Safety Factor: 2.5 4 for glass in-fill Equipment: Revere 3000 lbf load cell(Intertek ID#D2741, cal due November 2009) Imperial Design Load Calculated EquivalentRequired Test (Inward/Out Factored Moment Quarter- proof Load Pass/Fail ward)(Ibf) Load (lbf-ft) Point Load (Ibf) Ibf Individual Elements 200 - 200 Pass (1 ft. x 1 ft.) 50 Midspan Horizontal 200 500 - - 500 Pass Concentrated Load Top of Post Horizontal 200 500 - 500 Pass Concentrated Load Metric Design Load Calculated Equivalent 3 Required Test (inward/Out Factored Moment Point Load Proof Load Pass/Fail ward)(kN) Load (kNm) (kN) (kN) Individual Elements x 1 0.22 0.89 - 0.89 pass ft_) Midspan Horizontal 0.89 2.22 - - 222 Pass Concentrated Load Top of Post Horizontal 0.89 2.22 - - 2.22 Pass Concentrated Load 3174452-6 ft. RailSimple Clearview Railings IRC-Guard Page 1 of 2. ntertek. Test: 2006 IRC-Loads on Guards Project#: 3174452 Date: 9-Mar-09 EnglTech: Riccardo DeSantis Client: B.W. Creative Wood Industries Ltd. Product: 6 ft. RaiiSimpie Clearview Stair Rail System Post Spacing: 6 ft 1.83 m Height of Guard: 42 in 1067 mm Opening in Guard: 3.75 in 95 mm Method: 2006 International Residential Code Section R301.5 Live load,Table R301.5 Minimum Uniformly Distributed Live Loads 2006 International Building Code, Section 1714.3.1 Test Procedure Safety Factor: 2.5 4 for glass in-fill Equipment: Revere 3000 Ibf load cell(intertek ID#D2741, cal due November 20091, Imperial Design Load Calculated EquivalentRequired Test (inward/Out Factored Moment Quarter- Proof toad Pass/Fail ward)(Ibf) Load (Ibf-ft) PointIbf Load (Ibf) Individual Elements 50 200 - - 200 Pass (1 ft. x 1 ft_) Metric Design Load Calculated Equivalent 3 Required Test (Inward/Out Factored Moment Point Load Proof Load Pass/Fail ward)(kN) Load (kNm) (kN) (kN) Individual Elements 022 0.89 - - 0.89 Pass {1ft. x1ft.} 3174452-6 ft. RailSimple Clearview Railings IRC-Stair Page 2 of 2 i REPORT NUMBER: 3174462COO.003 ORIGINAL ISSUE DATE: March 10, 2009 EVALUATION CENTER 0 INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE . am COQUITLAM, BC V31K 7C1 RENDERED TO B.W. CREATIVE WOOD INDUSTRIES LTD: 23282,RIVER ROAD MAPLE RIDGE, BC V2W 1136 UjPRODUCT EVALUATED: RailSimpleTM Clearview Flailing Systems EVALUATION PROPERTY: Load Requirements Report of RailSimple"m Clearview Railing Systems for compliance with the applicable requirements of the following criteria: 2006 International Residential Code o Section R301.5.Live Load o Section R311.5.6 Handrails o Section R312 Guards 2006 International Building Code o Section 1012 Handrails v Section 1013 Guards Section 1607.7.1 Handrails and Guard ' o Section 1714.3.1 Test Procedure { This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any . party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to copy or distribute this report and then only in.its entirety. Arty use of the Intertek name or. one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself sloes not imply that the material,product, or service is or has ever been under an.Intertek certification program. l ' 1 il,W.Creative Wood Industries Ltd. March 10,2009 Report No.3174452COQ-003 Page 2 of 6 I Table of Contents 1 Table Of Contents........................ ............ ................................ ......... 2 2 Introduction.......................................................... ...................... ....... 3 Test Samples........................................................................... .......................................3 3.1. Sample Selection.....................................I........ ...............................111.1........... ..........13 3.2. Sample And Assembly Description.............. .............I......... ......I..... ................................3 4 Testing And Evaluation Methods................................... .....................................................4 4.1. General......................................... ................................................... ....................._.,4 4.2. Height(Section R312.1)........... .................. ........ ...................... ..................4 4.3. Opening Limitations (Section R312.2).................. .. ........................... 4 4.4. In-Fill Load Test (Section R301.5)............................:....................................................4 , 4.5. Concentrated Load Test (Section R301.5) ..........................;.......................................4' 5 Testing And Evaluation Results ............................................................;..............................5 5.1. Results And Observation%.................................................... .............. .................5 6 Testing And Evaluation Results ........... ............... ...... ....... ....... ........... ....... AppendixA Test Data............................. .......................................................... ...........2 Pages Appendix B Drawings .............................I........................ ..............11...... 11 Pages AppendixC Photos...................... ........................... .......................... .........................2 Pages gig ' VW.Creative Wood industries Ltd, March 10,2009 Report No.3174452COO-003 Page 3 of 6 Introduction Intertek Testing Services NA Ltd. (Intertek) has conducted a test program for the RailSimpleTM Clearview Railing Systems submitted by B.W. Creative Wood Industries Ltd. The evaluation was carried out to determine whether the railings would resist the required loads for one- and twom. family dwellings specified in the following Building Codes: 2006 International Residential Code (IRC) o Section R301.5 Live Load o Section R311.5.6 Handrails o Section R312 Guards ® 2006 International Building Code (IBC) ' o Section 1012 Handrails o Section 1013 Guards o Section 1607.7.1 Handrails and Guards o Section 1714.3.1 Test Procedure This evaluation was conducted in the month of March'2009. 3 `hest Samples 3.1. SAMPLE SELECTION The client submitted one (1) 6 ft. guard rail system and one (1) 6 ft. stair rail system to the Evaluation Center on March 9, 2009. Samples were not independently selected for testing and cannot be used for Intertek Certification. 3.2. SAMPLE AND ASSEMBLY DESCRIPTION The railing systems were identified as the following: 6 ft. RailSimpie7m Clearview Guard Rail'System The railing system was assembled as follows: Nylon 6 connector brackets (black) are mechanically fastened to treated SPF handrails using two No. 8 x 1-3/4 in. stainless steel screws. The treated SPF bottom rail is then attached to the 3-1/4 in. square treated SPF post using the same connector bracket and screws. Four additional No. 8 x 1-3/4 in. stainless.steel screws then connect the brackets to posts at four-points. Both the top and bottom rails are pre-drilled to accept the tempered glass pickets. The glass pickets are then placed into the bottom rail and the toga rail is pressed down onto the assembly and secured to the posts with the same four No. 8 x 1-314 in. stainless steel screws. A 3 in. treated SPF cap rail is then mechanically connected to the top rail at 24 in. spacing using 2-1/2 in. finishing nails and secured to the posts using No. 8 x . 2 in. screws. Post: 3-3/16 in: (81.0 mm)treated SPF, profile as shown in Appendix B. Rails: 42 in (1067 mm) high, treated SPF profile as shown in Appendix B. Picket Insert: 6 in. (I52.4 hrirn)wide z'5/16 in. thick tempered glass panels Rail Connections: Black,Nylon 6 connector as detailed in Appendix S. 4 i _ b.W:Creative Wood Industries Ltd. March 1 0,2009 Report No,3174452COQ-003 ' , rage 4 of 6 ® 6 ft. RailSirnplejIVI Clearview Stair Reif System m The railing system was assembled similarly to the Clearview Guard Rail System described above:. Rost: 3-3/16 in. (81.0 mm)treated-SPF profile�as shown in Appendix S. . Rails: 38 in. (965 mm) high, treated SPF profile asshorn in Appendix l3. Picket Insert: 6 in. '(152.4 mm) wide x 5116 in. thick tempered glass panels. Rail Connections: Black Nylon 6 connector as detailed in Appendix B. , Details of bath the RailSimpleTm Clearview Guard and Stair Railing assemble$ are provided in the drawings located in Appendix S of this report: Note: Post to sub-structure fastener evaluati©n is beyond the scope of this report: Steel plates with two 316 in. Grade 5 bolts on each post were used to install the specimen for testing. - `besting and Evaluation Methods The test specimens were loaded at a rate'to achieve the specified loads between 10 seconds and ' 5 minutes. The test loads with the 2,5 times safety factor specified in Section 1714.3.1 of the 2006 113C were held for one minute before the load was released.,As per the 2006 IRC, the Jollowing tests were conducted: 4.1 GENERAL One complete railing system, consisting of two posts, was tested at maximum,spacing and in the worst-case scenario. 4,2. HEIGHT(Section R312,1) F, The railing system formed a-protective barrier not less thar:`36 in. (914 mm) high, for porches, balconies, ramps or,raised floor surfaces located more than 30 in.,(762 mm) above the,floor or ' grade below. 4.3. OPENING LIMITATIONS (Section R312:2) A maximum opening of,3.75 in..: (95.25 mm) between balusters prevented a sphere 4 in. in diameter to pass. ' 4.4. III-FILL LOAD TEST(Section R301.5) ' A load consisting of,200 Ibf.waIs applied over,1 sq. ft. (0.0929,m2) normal to the.in-fill jn a worst- case scenario:' .6: 'CONCENTRATED LOAD T ST(Section R301.5). � The to rail ofthe guardrail s stern _ , p g y w' s subjected to two separate tests Where a"concentrated load of 500 lbf was applied at the following locations: ` `- B.W.Creative Wood Industries Ltd. Marcia 10,2009 Report No. 3174452C00-003 Page 5 of 6 i ® Horizontally at the centre of the guardrail. ® Horizontally at the top rail adjacent to the rail to post connection to verify the connection capacity. Note: Compliance with the above requirements also meets the applicable requirements of the 2006 International Building Code for a one- and two-family dwelling as specified in Section 1012 Handrails, Section 1013 Guards, Section 1607.7.1 Handrails and Guards, and Section 1714.3.1 Test Procedure- 5 Testing and Evaluation Results 5.1. RESULTS AND OBSERVATIONS The product test results are shown in Table 1 below and a copy of the test data sheet is located in Appendix A. Table 1. Test Results System Maximum Post System Description Height to Post Center Test Compliance (inches) Spacing (inches) In-fill load* Complied 6 ft. RailSimplefFm Mid-span Clearview Guard Rail 42 74-9116 Concentrated Load Complied System Adjacent to Post Complied Concentrated Load 6 ft. RailSimple Tff— Clearview Stair Rail 38 72 In-fill load* Complied System, * Required proof load for In-fill load test was based on a factor of safety of 4.0. _ B.w.Creative Wood Industries Ltd. March 10,2009 Report No.3174452COQ-003 Page 6 of 6 6 'Oresteng and Evaluation Results The S.W. Creative Wood Industries Ltd. RailSimpleTM Clearview Railing Systems identified in this test report have complied with the following requirements for a one- and two-family dwelling as presented in Section 5 of this report: 20061nternational Residential Code (/RC) o Section R301.5 Live Load • Section R311.5.6 Handrails o Section R312 Guards 2006 International Building Code (IBC) o Section 1012 Handrails o Section 1013 Guards Section 1607.7.1 Handrails and Guards o Section 1714.3.1 Test Procedure INTERTEK TESTING SERVICES NA LTD. Tested b f 21 � y- Ri cardo DeSan& Project Coordinator/Test Technician, Construction Products Reported by: Chris Chang, EIT Project Leader/Test Engineer, Construction Products Reviewed by: Heiko Neugebauer, AScT Manager, Fenestration! Construction Products Group gig B.W.Creative Wood Industries Ltd. March 10.2009 R N _ Report o. 31744 p rt 52COQ 003 APPENDIX B: Drawings (1 1 pages 111RAILSiMPLE'" . . ."wx SYSTF)1SCOIIPO"'MA0Es9wE5 42"CLEARVIEW RAILING See Detail 1-3 Rail To Post Connection See Detail 1-3 Rail To Post Connection GLASS PANELS 7 PCS 71.50 ————— ———— — ———————— ————— g2 —6.0 RJR. —1 IN NGFUCKM . KNOSM MAGI= � 3 6 suss CLAM CLAW CLASS CLASS Cuss GLASS � 0.75 GLASS 42.0 0,31 32.25 lm MCWtCLlTAL M0. - 3.35 - - S93 See Detail 1-5 Intertek Testing Service And Detail 1-6 ETLSEMKO Post To Deck /� Connection DWG. ..............of............................., Dimensions have been A� QQ� rounded to nearest ' PROJECT#:.... ..�7� ,2-............. DIMENSIONS IN INCHES REVISION, JUNE 23, 2006 REVIEWED BY:.................�'o�••••••.• APPRCiVED,____ ----- CAD FILE+9000 CLEARVIEW—FULLDIM.M I11RAILSIMPLE' • • •RARM 9%MM5COYPc►+ r—%CLMWRES CLEARVIEW RAILING y mm"m a - MM�� MORZW&RAL e� 42 / 32 a AW / CLASS 200 MORtLOIFTAL RAIL - 2 - �� 39 MAX CtwBs 24 � Deck 3ZV Dlroenslons have been tWUMBRACW rounded to nearest ' -�---- inte3rtek Testing Services r RW 32X ETLSEMKO .......... .......Of.........'.:....��.............. DIMENSIONS IN INCHES REVISION, MARCH 10, 2009 „ MAR 10 2009 APPROVED------------- CAD FILE,90M CLEARVIEW—FLILLDIM.DWG PROJECT#:.......................... ...... + - - REVIEWED BY............... NNNINi1/NIIO L 1 f 1RAILS IMPLETM • • • RAILING SYSiEMSCOMPONENTS ACCESSORIES GL900032 GLASS 6 32j 32J TLC TEMPERED CPSC16CFR1201-11 ANS Z.97.1-1984 imtex-te Uresting Services DWG:, . ....... 4f. .: ... , JECT '.! `t.` s. ` .... RUM BY.............�w.......,.., Y T DIMENSIONS IN INCHES REVISIQNi SEPTEMBER 19, 2005 AP PRO V ED i_--____----- DlMenslons have been - CAD FILET 9000 CLEARVIEW-FULLDIM.DWG. rounded to nearest ` 111RAILSIMPLEIM e • • RAiUNG SYSTEMSCOMPONENTS•ACCESSORIES GL900033 GLASS 6 33 29 Intertek Testing serWees FUL SE1rINO QwQ:......:....1..............0 ....... „............. ,w MAR 10 2009 PROJECT A.... �?7`!.`�.�..�.... TLC TEMPERED RENWEO BY.. ......... vi :ii aavvno vao CPSC16CFR1201-11 ANS1Z.97.1-1984 32.5' 6 RA DIMENSIONS IN INCHES REVISIONi JANUARY 19, 2006 Dfr�ensfans have been APPROVEDi_o_-____.--- CAD FILE,9000 CLEARVIEH-FULLDIKM rounded to nearest ' i 1 1 1RAILS IMPLE'� 0 0 RAIUNG SYSTEMS COMPONENTS-ACCESSORIES 282 W 3 9� 1 Intertek Testing Services �rl.s�mlico DWG:........... .......... .of:...... .......... MAR 10 2009 PROJECT ..1l.....'...k . REVIEWED BY:................ DIMENSIONS IN INCHES REVISION, JUNE 8, 2005 APPROVED'------------ D1Menslons have been CAB FILES 292-FIfLLDiM.DWG rounded to nearest ' CAD FILES W-SLOT-FULLDIM.DWG 1 ' I11RAILSIMPLE • 0 •RARING SYSTWSC0MP0XEWTSACCESSORiES 280 a � R2j 31 , Intertek Testing Services EMSI NKO DWG: :�.............of......... ..... MAR 10 2009 PROJECT#:....... ..`:�`�`! ;;.......... REVIEWED B _. DIMENSIONS IN INCHES REVISION] MAY 19, 2006 APPROVEDi_ DImenslons have been CAD FILE,280-FULLDIM.DW6 rounded to nearest �' CAD FILE,035E-FULLDIM.DWG . 1IIRAILSIMPLETM . . .Rxuw ism'ma T910654 I2 " Rj" 54 J ..__ . 2" . Intertek Testing Services ,Q4 —j ETLSENIKO II g14'G:...........7...........of. 45' MAP 10 2009 PROJECT#:............ ..�,:,........ .............. REVIEWED BY.•........................ DIMENSIONS IN INCHES REVISIONt MARCH 25, 2008 APPROVED=------------ CAD FILEt 9100-FULLDIM.DWG Dimenslons have been CAD FILD 0B1E-FULLDIM.DWG rounded to nearest ' RAIL HANGER BRACKET 1IIRAILSIMPLETM \1 GL \ lntert ek Westin Servace L-M SEMCo of............. :......:..::: MAR 102009 _ PROJECT#;......., REVISION, JULY 27. 2006 n,yn...................}.,.e APPROVED------CAD FILE] INSTALLATION INSTRUCTIONS Detail 1 - 3 IIIRAILSIMPLEIM . 0 RA0.1140 S WS*WP0NENTSACCES=M Exterior Connection: Rai! Fastened To Post With Hanger Bracket 6—#8 x 44mm (1 3/4") Stainless Steel Screws Post Per Connection Rail ---- ----- 2—#8 x 50mm (2") Stainless Plan Steep Screws Per Connection onAmetric 65mm (2 Xx") Galvanized 2—#8 x 50mm (2") Stainless Nails ® 600mm Steel Screws Per Connection Intertek Testing Services FITLSEMKO DWG:.......... ... ........at .....1:......,......... R Rails `. MAR 10 2009 6—#8 x 44mm (1 3/4") PROJECT :. 1� �Z— Stainless Steel Screws «. .�......,.. Per Connection REVIEWED BY.. ` Front Elevation Side Elevation betail- 1-3 REVISION. MARCH. 10,, 2009 Exterior Connection: Cap Rail Glued To Top Rail, Nailed 0 800mm, Screwed To Post-50mm Screws. REVISIOAPPROVN,. M Top/ Bottom Rail Skew Screwed To Post-44mm Screws „ CAB FILE,INSTALLATION INSTRUCTIONS 1) Nails and screws shall not•cause splitting of wood elements. 2) Fasteners shall be resistant to 'corrosion, x 3) Glue Exterior Type 11. Detail 1 - 5 1111IRAILSIMPLETM • • •MUNG srsWsea►ea W7S-eoc S=M Exterior Connection: Posts For Guards That Run Perpendicular to Deck Joist Rim Joist, • • • Rim Joist Axonometric Minimum 2-1/2" (12.7mm) diameter thru—bolts and washers at the hold down anchor's attachment to joist Align guard post Hold down anchor at joist locations 2-1/2" (12.7mm) Thru—Bolts And Washers Per Connection _=_ 410 f = Rim joist Intertek Testing Services Side Elevatlon Between i ETLSEMKO joist location joists 10 � DWG:................. ......,of......,... Detail 1-5 MA ! (}(�E� REVISION: DECEMBER 13, 2007 , APPROVED,------------ Exterior Connection: Post Bolted to Rim Joist 1/2' (12.7mm) Thru—Bolts FI ���cj 7�_ CAD FILE, INSTALLATIDN INSTRUCTIONS 1) Decking is omitted from plan view and the axonometric view for clarity. PROjECt#:................. ................................. 2) Fasteners shall be resistant to corrision. REVIEWED BY.................. b...........0 Im Detail — 6 IIIRaiLSiMPLE r r r RAWO SY57p115C0YPONFTi15#CgSaCPo65 Exteriors Connection: Posts For Guards That Run Parallel to Deck Joist Outside Joist • Guard posts may be • located on either side of outside joist Reinforcing Blocking AxononetrIc At first interior bay, provide 2X Blocking at guard posts: toe nail with 10d common nails top and bottom, each side. 2-1/2" (12.7mm) Thru--Bolts And Washers Per Connection Decking 11 . ' Outside Joist — ! 11 imterte Testing Seirvices nt SMKC+ Elevation E � � Flan Side Elevation Fro AWG..,.., ...........of Detail 1-6 REVISIONS DECEMBER 13, 2007 PEAR 10 2009 APPROVED,------------- Exterior Connection: Post Bolted to Outside Joist 1/2" (12.7mm) Thru—Bolts CAD FILEo INSTALLATION INSTRUCTIONS 1) Decking is omitted from plan view and the oxonometric view for clarity. PROJECT S1 �° ,,,, 2) Fasteners shall be resistant to corrision: REVIEWS BY-,............. a.........e.9.4 S.W.Creative Wood Industries Ltd, March 10,2009 Report No.3174452COQ-003 APPEND Ce Photos (2 pages) r ' B.W. Creative Wood Industries Ltd. March 10, 2009 Report No. 3174452COO-003 t - r /s S Photo 1. In-fill Load Test rw s a .,: Photo 2. Mid-span Horizontal Concentrated Load B W-Creative Wood Industries Ltd. March 10,2009 Report No.3174452COQ-003 Photo 3. Top of Post Horizontal Concentrated Load 8 4 1 'A f R i Photo 4. In-fill Load Test— Stair a SM ® 9 0ETEkT0�'S REVIEWED BARN S7.,sL=BUiLD'.NC;iJEP'C DAE . _ CI-►� FIRE'(EPaRTMENT DATE �41 1 i CLOTH SIGNATURES ARE REQUIRED FOR PERMITTING v� �T N�Ksoa PANol ,� wr►u RT wu&w of PRE :. fbo-rAr,,s - o ED 90 oodit q x7 Wo;L Uutsa�E t ZH OF NIAS . psl'h�it!►'M j � Fps. NOISIA10 o MARK A. u... [ McKENZ1E a JI cn 60 .8 W L Z � ��u� . � o;�o Fc,s7E�```��'``� �S81 NAL ECG oo ct Zorn ae-vt K-�- r pev 5c�f. 120G 50) 0 0 0 — - — — — - — — — — 6y nua 'x x, �rraio noel — — — — — — — — — — — — — — psi' 'x• •''� ''psi'• { ''.�' - IFMI .. �^r.LA•M�r LIH FRONT ELEVATION H of AUSs�cy o 0ARK A. _ r ' KiicKENZiE O�FFGISTE� 'ON ``AL BAIEOFOAREv! , O LetFc,� d.aks� 3l� - Argy Residence 1�V ( 98 Pinquickset Cove Circle�; Cotuit,Massachusetts Exterior Elevation i PLY Cox 000 s�� � AND VWWVA Mi wN4614 d 7f CM- y Gr �t �pscaA, s*Fj%r AY YL � P � stiw�,�L w � Ty✓ram o9 �6 Irk" Tffi Dr.GK °� A'ND w(c f AL s11Wai a► 3/�N S�Pur6 J f.. t�1�iWKl— k.N 6 sME�F+:,D sJ.b—/ s�fr P.T. Ski w �3u- PcA�E k"*. Q � 1t` W gL T -Bo�.t To "sGN,Ly CAW _ ..,.... - WiAas s�pPp�V To f6clwDAollmN 9M`Y — CAvi h qy[ ,,,,pu Sfa. Per • D -4 d I i t mo w.Poixb- Heil/C*alle-rr ti i Firms_ r-iaor Plan ybn r adds 'cns bald � rmt;�n -tb fhc �8 �tn�uicksef Ccwc ircfe �,� �, .\ ir-�f Flog- Plan \\ J • • �OCf �C Gk 1 r `x tdroo 71 l tl Seron�4 F=f oor PIS • r - �,� � \ i \Av i a�dition5�d ai rah�s �+he _ \`vim` w- es e 9b p+nc�ul�ksc� w� Gircle . \ . Coll , MaS��chu'>c{�S \ Seca' Flmor Plan \ .. -. � u; 'x' is ,# •u' •x• .x X in-- — — — — — — —.— — — — — — — — — _ x! n x• 'x• 00 EU FffI DO �— — FRONT 1!L2!VATI0N FF rfrT WOFORFU C'oP AMy ResidencIfID 98 Pinquickset Cove Circle • Cotuit, Massachusetts 1 Exterior Elevation Ij BE QE I — — — — REAR ELEVATION ISSUED iqi RENE1 . Argy Residence 98 Pinquickset Cove Circle Cotuit, Massachusetts Exterior Elevation AlkV 1 t `T wpAt AT wtC&ter of PAS 31 4 q s �� xZ. w G/kRA�� o TznI�S 'Deb, N 44 F." ��R LALA4 c Wow / e, - q x7 )oo? 3� 1 ALL uv-naDc Dsr���wr i l lST fL46it sib C.E �1� f4' Y C 40 a -�i # - - - - �FA 2-,,d FL-oo(L n G i w Z 1 r. f , P , 6 - Ll z r 5 '2 S ' r Yt� PLY Ox PICKIf sH�vn�sNF Z4,f,, AN D WM A i�N 4f l+ irlE!?f w �o fie,, �O, Asor� xMmu E +f cN, oc cror �� FpS r seiT - (,frn2�6&. t X 4 10 Plat �o � - a FLY swRT#zob w I Ty✓ -31Z/ 09 6� T{G DkGK ��• //i�NND W�C �.�. SN3N�t!c mxol A*. "Al ync, .,-- t W�'-- "6301%l a, _ " 5*AfS 11 Cd� P�M b-- Y�vi FX s� w . � 1 �' �i' Pova� FwNDRT,�ty PL kM t da - . YD T .Bomar TO IkASGN J?-y - W#VLS slwpr,P 7a f 6impkmm CAVi,* Sfu. P�Afatp f ' n l&� --' SMOKE DETECTO . S EVIEWED .. -- --------------� D' i storage m BARNSTABLE BU DING DEPT, DATt lowceiling f I 13 _ - � FIRE DEPARTMENT DATE " lewCeilln I �--- I BOTH SIGN ARE REQUIRED FOR PERIJITTINGATURES CK'�/d8te.'U1�. I, lowceiling .g �o I I i eIWCL Closet closet + IMPORTANT ® UPGRADE REQUIRED � STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE-DWELLING WHEN °' ►. �' $�(1} "h s! ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE faa p.' q lQ� is j Al INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL NIS ----------- -. r f t( SATISFY THIS REQUIRE ---------- �.I REQUIREMENT. PERMIT DOES NOT S louJer ' I CAR p A/C units blv ceiling .0 I r BO MUST BM INSTALLED NOXI R bu 11 rn Mo as of asdu ;� _, i l ry;. -7 MASSACHUSETTS BUILDING ALARMS ner, DE S62Id 1 �f211, pia o 5f k'a Ce O;r,cE I nl s n i n ( (� . _ 1 'c _ I - 4. -------------- ------------------------------------------- - - ,rl--- -r------------ ------------ _ i _ - ! _ •n..a 7� I I I�____________ I -'• - -- 1 ' ------------ I I I I hl r �A \ M0 E1DttE REUI WEp RNS ABLELLbING EF'j II Lrvm*ROOM j tsvxrw WooM �j �Dt`1\T — FI'E DEPART ulEN' T VV flD:QN6 ROOM - IGNA�UR S ARE REQU EO FOR:FER A NG 90TH S =—mdpocn } _ _ i '\ - . .IMP©R _ r� � �,i �, STATE '6UILDIN�.G�t� �uP { C�F.A�E REQUI ED 3 I ,ODD REQUIRES THE'UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN .� p BATH �?='�a eeoRoo�, SLEEPING AREAS ARE ADDED OR CREATED ONE OR MORE ® NOTE: A SEpkRATE PERMIT I - I — rAwrRy LAUP- er' i INS S REQUIREp'FO INSTALLATION OF S41OKE DETECTORS-TH n THE PER PAILDO� i t ELECTRICAL S��T�ATISFY THIS"REQUIREM;:NT 1 Kara CARBON MONOXIDE ' E ALARMS •� MUST BE,INSTALLED PER ARGY,REMODEL R �a` ..` MASSACHUSETTS,BUILDING CODE Fovea i- h .. 98 Pi icksett Cove Circle; Co1'uit 1 FLOOR �. - .. , • +b ' •, • • .. , �� .ice .. .. . e _ • C r : r l ----- 1 L , i ---- ----- ---------- 7` ®` 36'afNr ' uNFLNMSHED spy i ;A --— - - ---------- t�va - l v 7za 1. -- -__-_----__• I-_-------- _ ... .. ------------ ---- - �=------ � -------- - - ---- ------ -- ----------- --------- --------------- AR6Y REAAOD0. ---- ---- ---------- 98 Pinquicksett Cove Circle, Cotult 2ND FIAOR a - -- - z,;,,�Q i y _ I - j - 1 i To Fftsofirf 1-b � Aik lwrf lop T ® s' eLtPPrb T6 WO DOLT Una 0 ' ®11,Now- 4 i s AWSfs y, r 1 TOWN OF BARNSTABLE I� T�ICICSET WF-5A r.�'r. ;' r^ CONSERVATION COMMISSION Q( , COVE AL x 6.5 r x .6' JgLC WF—GA / , IV ILI SANK. / x 1, x IA JIL , IQ. i �. 0 1 x 115.E 1 '. BORDERING JIL .VEGETATED 16. , WETLAND PROP0 14-- _` 14 5 X 1 .0 PATH , ).6.5 WF-7A30 i ,9 • Ae �,� `�''O IpARDWAtX O 13.3 APPRa Q, WIWAM F WF-SA �`. �\ it �� LOCATION 'b -9 �� NEW RUSH EXISTING SEF�T�C t-1 1 Q' \WF-9A �` /• 1� o�, SYSTEM p . t^i O AL A_ \ , � y.8 ;\ 1\3. \ }Jr 14.3 �50' FROM I `� -- _ 8 �� `- `�'Z'��\ \ c CH PIT FOR / JIL EDGE OF WETLAND /� O r o . DRAwoowN' 7.7 AL �•�83j. EEL-&13. • d� AIL jr FTrD N NOT HELD ,B2 WF-83 �' --4-1 ` �ELD RECORD GLE/POINTWF AL WF-87 WF 1AL VEGETATED I ' r WETLAND INFORMATION SHOWN HEREON: AL �'` x \ rr CONTRACTOR SHALLCONTACT DIG SAFE (AT , -888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL 2.1 (ISTING UTILITIES AT LEAST 72_.HOl1RS PRIOR TO THE START - 0�``' \ STAKE, \ F CONSTRUCTION. THE.LOCATION OF E)WNG'. '\.�, SE \ r NDERGROUND INFRASTRUCTURE; UTILITIES,.COND,URS,:AND NES ARE SHOWN M AN;APPROXIMATE WAY ONLY, MAY NOT LOT 9 N E LIMITED TO THOSE SHOWN:HERIN AND HAVE'BEEN 5F4RCHED BASED ON THE AVAILABLE UIIUTY RECORDS CAROL MCMUW7d �F•. / \ \ 2TED HEREON. THE CONTRACTOR AGREES TO BE-FULLY :3PONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE =ONED BY THE COMCTOR'S FAILURE TO LOCATE SAID IFRASTRUCIURE AND UTILITIES EXACTLY, IF FIELD ONDITIONS DIFFER FROM PLAN INFORMATION,.THE `��. LOT 10 DNTRACTOR SHALL NOTIFY THE' ENGINEER.ItrIMEDIATaY FOR. TOTAL AR DSME / 6.65f AC LOCATION OF THE EXISTING SEPTIC SYSTEM SHOWN ON IIS PLAN IS APPROXIMATE AND IS BASED ON TIES OBTAINED UPLAND A WIII SEWAGE PERMIT NO. 85-678, COMPLIANCE DATE: 202, f 126/86 AND TITLE 5 OFFICIAL ►NSPECIIOW FORM DIALED: 4.65E AC I/05/07, ROBERT PAOUNI, INSPECTOR. COPIES OBTAJNED ?OM THE BARNSTABLE BQARD OF HEALTH VN WATER IS AVAILABLE AT THIS SITE AND RUNS 1 . NDERGROl1ND FROM FULLER'S MARSH ROAD (SWING TIES ?OM TREES AND CANNOT BE SHOWN ON THIS PLAIN).BY - U! DATED: 01/22/08. (SPAN ENERGY DELIVERY NOTES THERE IS NO GAS SERVICE T THIS SITE 01/18/08. TAR INDICATES SERVICE TO THE DWELLING AT LOCUS IS FED �L� JNDfRGROUND BY A PRIMARY SYSTEM OFF FULLER'S MARSH , AND IS NOT SHOWN ON THIS PLAN. BY FAX DATED: 1/21/08. rAA�CK ,w z CB/bH FN HELD (6-0 � µIV''✓,^"'�E 1 ff v� F WF-1 A AIL RP N BAXTER M 0� 5 WIDE OVERGROWN FOOTPATH LOCATION APPROXIMATE FROM ��`�'` PLAN BOOK 339 PAGE 43 AL WF-2A �lZ � rz WF-3A I �11lc - BORDERING A.- VEGETATED WETLANDNO k. JUL 2 5 2012 . BARNSTABLE CONSEFiVAT{ON N PINQUICKSET WF-5A CON�VATON COMM SSION COVEAL - Tin" W H $ tic 30 �o ` " r WF-6A 30't y� TSIDE FORMS LOCATED. j J? APRIL 13, 2009 TOP FOUNDATION 23'.* EL - 13.58' NGVD m AL APRIL 15. 2009 �. N c -�A LINE OF HAY BALES WITH •� SILTATION FENCE - 04-13-09 g ° AL HAY BALES AND SILTATION a a FENCE CONTINUE SOUTHERLY BORDERING A APPROXIMATELY AS SHOWN � VEGETATED v WETLAND WF-8A N 45 WF-9A T_4 ,4 g0 �1�Ic n 'r 50' FRO?A - - EDGE OF WETLAND WF-10A AL WF-11 A O D.E.P. File #SE 3.4729 wF-,2A � o Order of Conditions Expires 5/21/2011: WF—B5 -66 AL WF-B4 CB/bH FND N 0 HEM LOCATION: WF-B39 HELD RECORD A PINT S Pinquickset Cove Circle W-87 ►tuft, MA., 02635 11L ISOLATED VEGETATED PARED FOR WETLAND icholas Argy Babbling Brook Road �► STAKE Intervlie, MA., 02632 SET !rtiftd Plot Plan MER NYE ENGINEERING & SURVEYING istered Professional Engineers and Land Surveyors '6 0{ tR Torth Street-3rd Floor,Hyannis, Massachusetts 02601 D.E.P. rue ,SSE 3-47Z9 1% \� I SCHOOL ST. � 1 PROPERTY LINE Order of Conditions Expires 5/21/2013 (Permit Extension Act) \ LOCATION APPROXIMATE ALAN_BOOK 339 PAGE 4,31 CONSEWAPON NOTE 1. NO WORK IS To BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED ` ♦ ' j ( LOCUS a 2"X 8" PLASTIC DECKING PHOTOGRAPHS ARE SUBMITTED To CONSERVATION COMMISSION. ` I WF-1A 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL I EXTEND POSTS 4" COMPLETION OF PROJECT. AL 3. ALL ROOF LEADERS To DISCHARGE TO DRYWEL.LS OR DRIP TRENCHES. 4 X 4 POSTS (8' BENT SPACING) 18" — 24" (FIELD ADJUST) 4. PROPOSED PATH AND BOARDWALK ARE To BE NO WIDER THAN 4 FEET. f POPPOIVESSET BAY �III� 5' VMDE OVERGROWN 5. BOARDWALK DECKING SHALL PROVIDE 65% LIGHT PENETRATION. \ FOOTPATH PINQUICKSET SALT MARSH SURFACE LOCATION APPROXIMATE FROM COVE PLAN BOOK 339 PAGE 43 CIRCLE -- AL A NANIUa(Tr SOUN! !A% , f AL 5456789� ,W-3A � 'so�• �s LOCUS N.T.S.AP AL M "� a - Sp• ;�/ Opp PROPOSED 50' x 50 Ar ;. GARDEN (REV. f3) 4> 2 \ BORDERING _ LEGEND VEGETATED 100 PROPOSED 10' x 20 i BOARDWALK DETALC WETLANDGREENHOUSE (REV #3) N.T.S. %9 ® 6�� (HOOPHOUSE) r BOUND 2�ZEzzz t WF-4A /' /• PROPANE TANK (APPROX.) 4 HYDRANT AIL i r7y ELECTRIC METER PINQUICKSET wF 5A /� ELECTRIC MANHOLE � � � EXISTING 10 x12 SHED (APPROX.) COVE ' � TRANSFORMER PAD 11J v 1� N 2w" PROPOSED TOWN OF BARNSTABLE EXTENSIOt4 OF , + [T v] CABLE TV RISER GARDENI / '. s� CONSERVATION COMMISSION ' ). TELEPHONE RISER ILL , I STOCKADE FENCE N ��V --- =-- r `-`�� I 1 I t �'o AS—BUILT LOCATION OF S�RVAT10 �� �i '. 'o ' �; \-^- ADDITION AND GARAGE -- CHAIN—LINK FENCE V \ I ��. ,._----------__ lam. 3aRNSTABLE ;;�' �� ,� WF-6A I ' ; ;' WF-B6 WETLAND FLAG MARKER ' _ of it Adler • '' �� -' ----" VYF-7A BORDERING V 1 I O VEGETATED WETLAND l I c A KCA0A � `AL G , AN < , BOARDWALK PA *_3 W. o y ... ••• VYF-8A 1� N - ° APPk I -2- \`, VNLUAM F. GRIFFIN. fit.. TRUSTEE LOCATIO 0J � � NEW RUSHY MARSH REALTY TRUST � `� ? q EXISTING I SE9.11C �\ Q �I\ op / \ SYSTEM I I _P0 VVF-9A IL PROPOSED DECK �,x EXTENSION (REV. #4) %`'SO' FROM ``` -- - --- ...�� of WETLAND /. . -� / \ L\ \` , / / �\. • POOL AND NOT BE O PAT WF`11DA -- \��•� < ��`�• \oP PATIO\ --- JIL o �ryl •� \ V CB/DH FND HELD EL-18.13 NGVD OF X 20' PATIOAL •\ ',\ �' 1 , -- — --- WF-11 A VA FIRE PIT ` \ (REV. ♦III) � �'/ •`�� • \ ` �\� 0]w �1 `i \� ) \``, AIL c� �f 1 di I Y5 Y PINQUICKSET N. WF-12AO�• : IF �1 COVE \ - -- ` � WF�$5 � -66' � / � ' \ WFZ84 ,9 �/bH k`ND N/NOT HI/1D WF-B3 ;' '`' HELD R)CORD ANGLE POINT GENERAL NOTES: —�1 AL ISOI Aft / ' \\ \\ -s--------''' WE LOrATM 1. THE INTENT OF THIS PLAN IS TO SHOW PROPOSED ADDITION 5. A TITLE SEA" HAS NOT BEEN PERFORMED FOR THIS SITE ' VEWTATED .� 9. UTILITY INFORMATION SHOWN HEREON: WETLAND ,-e------ 98 Pinquickset Cove Circle TO HOUSE AND PROPOSED GARAGE IF DETERMINED TO BE NECESSARY A TIRE SEARCH SHALL (AT • THE CONTRACTOR _%ViCONTACT DIG SAFE \ \ CoN14 NA., 02635 2. LOCUS PROPEl7T1' IS COMPRISED OF BE PERFORMED BY OTHERS. 1-888-DIG-SAFE) AND UTAIIY COMPANIES TO LOCATE ALL ��'� "`� I ,;' \\ \\ c e/D H F N D pFONM MR EXISTING UTILITIES AT LEAST 72 HOURS PRIOR 10 THE START 0� S T a K ,'' ' ;' \ \\ ;' �� HELD s. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON 98 P1n ulckset Cove Circle R.T. eARNsraBLE a�SsoR s MAP oos - PARCEL oss of CONSTRUCTION. THE LOCATION of EXISTING SE q CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF UNDERGROUND INFRASTRUCTURE; UTILITIES, CONDUITS, AND Nicholas Ar", Thistee UNREGISTERED - DEED BOOK 22650 PAGE 249 PLANS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT LOT 9 l,'"� \ \REGISTERED — CERTIFICATE OF TIRE 185163 BE L�IITED TO THOSE SHOWN HEWN AND HAVE BEEN N/F THE 7o PINQUICKSET COVE LLc � FIELD SURVEY DATES JANUARY 30, 2008 RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS CAROL McMUL1EN \ \ N� Wetlands Permit Plan UNREGISTERED — LOT 10 A PLAN BOOK 339 PAGE 43 NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY REGISTERED — LOT 10 A LCP 34636 B (SHEET 2 OF 2) WETIAND DELINEATION BY LORI McDONALD, US, RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MPIT BE \ \ BARTER NYE ENGINEERING & SURVEYING, JANUARY 23, 2008 OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID BAXTER NYE ENGINEERING & SURVEYING OWNER/APPLICANT INURE AND UTILITIESEXACnY. IF FIELD \ AND C N COtrDfIIONS DIFFER FROM PLAN INFORMATION, THE -F LOT 10 7. FLOOD ZONES A11 (EL 00 B, CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR �'Registered Professional Engineers and Land Surveyors --_\ EL17�4BETH LEONARD ARGY COMMUNITY PANEL 250003 0009E 6TOTAL AREA .65E ACRES\ \\ \\ NICHOLAS ARGY POSSIBLE REDESIGN. \ ," 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 %N or M TRUSTEES OF THE 98 PINQUICKSET COVE CIRCLE REALTY TRUST . \ \ \ Phone-(SOS)771-7502 Fax-(508)771-7622 /�P`' gssq'� THE LOCATION OF THE EXISTING SET''11C SYSTEM SHOWN ON y. THIS PLAN IS APPROXIMATE AND IS BASED ON TIES 0BTAM � UPLAND AREA \ \ �.r �� 47 BABBLING BROOK ROAD H EN \ CENTERVILLE, MA 02632 8. ENVIRONMENTAL INFORMATION: FROM SEWAGE PERMIT NO. 85-678, COMPLIANCE DATE: �� \\ 40 0 40 80 SITE IS NOT WITHIN AN AC.EC. (AREA of CRITICAL 6/26/86 AND TIRE 5 OFFICIAL INSPECTION FORM DATED: \ 202.431 t S.F. o. ie21 r �) PROJECT LOCATION: ENVIRONMENTAL CONCERN). 12 OS 07, , 4.65t ACRES / / ROBERT PAOLINI INSPECTOR. COPIES OBTAINED ,q SCALE IN FEET r ��"Fo ��/ 98 PINQUICKSET COVE CIRCLE SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE FROM THE BARNSTABLE BOARD OF HEALTH . ' -�\�``; COTUfI, MA 02635 SCALE. 1 = 40 � sSrvn�A��Ni WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED TOWN WATER IS AVAILABLE AT THIS SITE AM RUNS HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA UNDERGROUND FROM FULLER'S MARSH ROAD (SWING TIES „ rr-, 3. RM-46 - EL = 25.82 NGVD WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10). FROM TREES AND CANNOT BE SHOWN ON THIS PLAN) BY o3 59 REFERENCE FIRM COMMUNITY PANEL SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP FAX DATED. 01/22/08. '250001 0021 D AND 0022 D _- � M / 405 SW 3 12 MCK DATE. 03-26-08 MAP OCTOBER 1, 2006 »CERTIFIED VERNAL POOLS' KEYSPAN ENERGY DELIVERY NOTES THERE IS NO GAS SERVICE Dam GwM t SITE IS NOT WITHIN A PRIORITY WABITAT PER NHESP MAP AT THIS SITE - 01/18/08. 4 SW 2/1/12 MOM PATIO 3 SW 1I/4/10 ADD PIi0P0SfD wm% GIiEIIHOM t PM 4. ZONING INFORMATION: OCTOBER 1, 2006 "IORITY HABITATS OF RARE SPECIES" NSTAR INDICATES SERVICE TO THE DWELLING AT LOCUS IS FED •` �" / » i 2 sNn 3/n a000 zap NaIE ZONING DISTRICT: RF FOR SPECIES UNDER THE MASSACFIUSETTS ENDANGERED UNDERGROUND BY A PRIMARY SYSTEM OFF FULLER'S MARSH 1 �► I SW 5/14 ADO BQAR OLK DETAL/M WM P MINIMUM LOT AREA = 43,560 SF — RPOD = 87,120 SF SPECIES ACT, REGULATIONS (321 CUR 10). ROAD AND IS NOT SHOWN ON THIS PLAN. BY FAX DATED: I,Ip eY DATE RE�cs MINIMUM FRONTAGE = 150 — IS NOT WITHIN A STATE RECHARGE PROTECTION APPROVED ZONE II GROUND WATER 1/21/08. �p,'I' WANT M� MINIMUM FRONT YARD SETBACK = 30 MINIMUM SIDE YARD SETBACK = 15 r' GO 0: 2008 2008-003 SU worksht 2008-003w 2.dw CB FND MINIMUM REAR YARD SETBACK = 15 � 2008-003 OVERLAY DISTRICTS: RPOD, AP ,l .o ------- Joist hanger REVISIONS: BY: Multiple Member Beams Multiple Member Beams L E G,E 14 D Side Loaded Connection Side Loaded Connection AJS"'Blocking Panel. Toe nail rim board to plate.w ith T/2"(8d)nails at Rim board and AJS '"side-by-side. 1 3/4"Versa-Lam Use 3"(1 Od)nails at 6"o.c To.c.or with 31/2"(16d)nails at 12"o.c. Nail rim board and rimjoist with Bearing Wall Below 1/2"dia.Bolt(b) Nail Pattern 21V'(8d)nails at 6"o.c. ex uniform Load (lbs.per lin.ft) 12"o.c. 16d common nails. Number Of 2��o �6.�o Max.Uniform .C. See chart Members (lbs.perin.fL) Nail each end Bearing Wall Above t77 I 3/4"Versa-Lant with 1 -3" Numb f 2 row� 3 rows (10d)nail 2 500 1000 20DO Members Number 0 Load Bearing L -.ROlt SPaclr!g, 1/2"dia. — min. 2 520 780 Wails l Bolt(b) 3 375 750 1500 2 f ` Non 4(a) 330 670 1330 \ / 1 � -Bearing Wall Below 3(a)l 390 585 f 2"min, Non-Bearing Wall Above (a)7'w Ide members must be loaded from both sides. (b)Design values apply to common bots(grade 5 or higher) a Nail pattern for 3-piece member Must occur on both sides. Solid block all posts from Use flat v ashers each side and drill holes 1/2'dia. 11/211 minimum end bearing length above to bearing below. stagge,ed b 1-TV'(8d)nail for (c)All values In the table above may be increased 15%for snow loaded roofs ai a f 9 w here code a how a. -load 'versa-Lam 25%for non-snow roofs Nail values may be increased by 15%for snow at all floor and roof details. roofs and by 25%for non-snow roofs where each joist flange LVL beam Post Below Post Above building code allows. nin Exterior End Wall Support N (F13- N.T.S. N.T.S. End king Panels at Interior Bearin Post Load Transfer Attachment at Rim Board- LVL Header Ope Multiple Member Connection Bolt Multiple Member Connection Nail D— F I 3-E __9 F08 f14 F19 N.T.S. ` i . N.T.S. N.T.S. N.T.S. 50 ------- 0 �141 N.T.S. N.T.S. Post Above & Below za uJ uJ r-i FL uJ H n UJ U_ 0 > LU z LU X CO 0 _J < -DR8- r- - - - - - - - - - - -- --- ---- ll it 0 o DR9 o DR10 hl DR4 132(2) N.otes: Shop drawings, typical details DE12(3) 0 and framing plans, outlining B3 DR1 installation procedures and unit identification marks, shall be submitted for approval by the project architect and/or engineer. o DR3 134(2) Exact quantities and lengths are the responsibility of the contractor. Contractor Is to verify all beams BI(2) and joists at their exact locations. The floor system (1-joist, LVIL) are designed for floor loads only. C) Roof loads from rafters, bracing, and beams must bear on exterior walls and interior walls with bearing straight through to a footing. Any DR5 B2(2)-- roof loads carried by the floor system must be so Indicated on the framing _- — - -- -------- - plan submitted to us for take-off. 134( --1-- .------_ -2)' Product to be stored, handled and Installed In accordance with manufacturer's recommendations. III DR7 _B 1(2) - - --- - - - - - -- - -- - 7T ZO-4 B 1(2)' DR6 131L2�� - ----- ---- z I? 2nd Floor Roof 1 /4 If = 1 1.011 1 /4 If = 1 1.011 2nd Floor Cn (n Framing Schedule-Nominalized Tag Qty Description Length O 0- -LAM®2.0 3100 S P 26'0" Roof a- B 1 6 1-3/4"x 9-1/2"VERSA 0 M C) -0 (n Framing Schedule-Nominalized 0 B2 2 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP 1610" LL 0 Tag Qty Description Length � B3 2 1-3/4"xll-7/8"VERSA-LAM@2.03100SP 260" B1 4 1-3/4"x 9-112"VERSA-LAME)2.0 3100 SP 8'V' vi < a) -E 134 2 1-3/4"xll-7/8"VERSA-LAMB 2.03100SP 160" — C: B2 2 1-3/4"xll-7/8"VERSA-LAM92.03100SP 16'0" M DB1 2 1-3/4"xll-7/8"VERSA-LAM@2.03100SP 24'0" nr- >1 2.03100SP 10'0" Cn M B3 1 1-3/4"x 11-7/8"VE RSA-LAMO DB2 3_ 1-3/4"x 14"VERSA-LAM®2.0 3100 SP 30-0" 1-3/4"x 24"VERSA-LAM®2,0 3100 SP L2L&Oj- BC FRAMER® 2.0 SCALE: 1/4" = l'-O" DATE: 3/23/2009 BY: be NOISIA10 FILE: Argy Garagli DWG: 60 :9 WV LZMOLIZ SHEET: 1 / 1 lS i ' .Ger:7 T- 3 p o w 4 , I 0 r vz A - 77 - T�-�i C i FRANK `3 WH;TING "I hto. 29t�8S A�,a/� �1 cqw cod Btu wy i1MN 3261 Main Street v) Route 6A Sq pBSMUA*Wage < � 02630 MA 1 617 362 8133 �� G I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON ARE PROPERTY LINE IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK LOCATION APPROXIMATE FROM REQUIREMENTS AND ARE LOCATED IN RELATION TO THE MONUMENTS SHOWN. PLAN BOOK 339 PAGE 43 THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. SJ '�a• �• WF-1A 04•is- 2�9 � F RP - BAXTER NYE ENGINEERING do SURVEYING DATE 16'5, GENERAL NOTES: 5' WIDE OVERGROWN FOOTPATH 1. LOCUS PROPERTY IS COMPRISED OF. LOCATION APPROXIMATE FROM PLAN BOOK 339 PAGE 43 BARNSTABLE ASSESSOR'S MAP 005 — PARCEL 066 � WVF-2A A� UNREGISTERED — DEED BOOK 22650 PAGE 249 AN REGISTERED — CERTIFICATE OF TITLE 185163 WF-3A %, , UNREGISTERED — LOT 10 0 PLAN BOOK 339 PAGE 43 .pogo / REGISTERED — LOT 10 0 LCP 34636 B (SHEET 2 OF 2) BORDERING Ar�PqM OWNER/APPLICANT VEGETATED ht NO ELIZABETH LEONARD ARGY WETLAND NICHOLAS ARGY 100. TRUTEES OF THE 98 PINQUICKSEr COVE CIRCLE REALTY TRUST WF-4Ao '` 4CENTERVILLE,BABBLING MA 0263ROOK 2� 11LI TOWN OF BARNSTABLE PROJECT LOCATION. PINQUICKSET WF-5A ^ CONSERVATION COMMISSION 98 PINQUICKSET COVE CIRCLE CO VE COTUIT, MA 02635 � dm rr� w 2. RM-46 N EL = 25.82 NGVD REFERENCE FIRM COMMUNITY PANEL 250001 0021 D AND 0022 D .p 3. ZONING INFORMATION: ono ZONING DISTRICT. RF WF-6A 30't leOUTSIDE FORMS LOCATED MINIMUM LOT AREA = 43.560 SF — RPOD = 87,120 SF J? �, APRIL 13. 2009 MINIMUM FRONTAGE = 150' 4� TOP FOUNDATION MINIMUM FRONT YARD SETBACK = 30' 23't EL - 13.58' NGVD MINIMUM SIDE YARD SETBACK = 15' m ,� APRIL 15. 2009 �+ MINIMUM REAR YARD SETBACK = 15 (o to M YYF-7A LINE OF HAY BALES WITH OVERLAY DISTRICTS; RPOD, AP c i SILTATION FENCE — 04-13-09 Z c -AIL HAY BALES AND SILTATION 4. WETLAND DELINEATION BY LORI McDONALD, MS, 1 N FENCE CONTINUE SOUTHERLY '�► BAXTER NYE ENGINEERING A; SURVEYING, IANUARY 23, 2008 CL I-- VEGETATED AS SHOWN `p BORDERING AL Q rv5 VEGETATED rp 5. FLOOD ZONES Al (EL11), B, AND C N c, •• WETLAND COMMUNITY PANEL 250003 0009 E g � � WF-7A NIT 5�� � WF-8A g V4 �WF-9A �; p; O O N/F WWAM F. GRIFFIN. ,R., TRUSTEE NEW RUSHY MARSH REALTY TRUST 50' FROM IL EDGE OF WETLAND , WF-10A CB/DH y� FND Y" H �yB • rQ,� EL 18.1L3 NGVD ,pp 9 U` - D VF-11A 6 AL ,8 D.E.P. File #SE 3.4729 WF-12A o Order of Conditions Expires 5/21/2011 WF—B5 —86 AL WF—B4 CB/DH FND — O HELD AO SITE LOCATION. WF-B3 j�g HELD RECORD A POINT 98 Pinquickset Cove Circle WF-87 ,� ISOLATED Cotuit, MA., 0205 VEGETATED ADL WETLAND PREPARED FOR ' L Nicholas Argy Ca�FND 47 Babbling Brook Road STAKE N/F Centerville, MA., 02632 SET THE 70 PINQUICKSET LOT 10 COVE LLC TITLE TOTAL AREA 'b Certified Plot Plan 6.65t ACRES UPLAND AREA �'� ,`� • BAXTER NYE ENGINEERING & SURVEYING 4.65f 1ACRES , Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 Bata Phone - (508) 771-7502 Fax - (508) 771-7622 a Ews Rio. 20i1 i aal ov 1 NOTE: 40 0 40 80 TOTAL FRONTAGE ON PINQUICKSET SCALE IN FEET COVE CIRCLE - 152-Or PINQUICKSET COVE CIRCLE IS A SCALE. In = 40' DATE: 04-13-09 LOT 9 TO $. PRIVATE WAY N/F t t CAROL McMULLEN 1. 're 04-15-09 add foundation elevation CPP NO. BY DATE REMARKS DRAWN BY: MJ IDESIGNED BY: ICHECKED BY: DRAB NUMBER 0: 2008 2008-003 SUR worksht 2008-003c .dw 2008-003 ZS :g bi Vl 9 d ,f` ; , D.E. e PROPERTY LINE Order of Conditions Expires 5/21/2011 LOCATION APPROXIMATE FROM ` �t�►N BooK 339 PAGE 431 Ti CONSERVATION { NOTES: � Il ' LOCUS �� M -41 1. NO WORK IS TO BE DONE UNTIL FORMS A dt B ALONG WITH REQUIRED 2"X 8" PLASTIC DECKING PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. E' WF-1A` 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL ,IL ' EXTEND POSTS 4" COMPLETION OF PROJECT. 3. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. 100 ' 4" X 4" POSTS 18" - 24" (FIELD ADJUST) 1 e4Y 4. POOL DISINFECTION BY OZONE INJECTION OR APPROVED EQUAL :9 , (8 BENT SPACING) AL 5' WIDE OVERGROWN FOOTPATH N PINQUICKSETLOC , VE 5. A LEACH PIT SHALL BE PROVIDED FOR POOL DRAWDOWN. ` PLAN BOOK K 339 iMATE FROM CIRCLE SALT MARSH SURFACE PLAN BOOK 339 PAGE Z ° aRa.E 6. PROPOSED PATH AND BOARDWALK ARE TO BE NO WIDER THAN 4 FEET. JIL WF-2A � `r NAIVIUMET SOUND 7. BOARDWALK DECKING SHALL PROVIDE 65% LIGHT PENETRATION. A! ~ AN LOCUS MAP i 6 t `wF-3A ,. 0 N.T.S. �Ik so, ' LEGEND BORDERING 'M�,� VEGETATED "yVp,1 BOARDWALK DETAIL �D � � [] BOUND N.T.S. ' q�e- �QM/ � 4 HYDRANT WF-4A 1 r AL • , �/yb r x�4 r�; ELECTRIC METER . r r . - •, N / TOWN OF BAARNSTABLE ELECTRIC MANHOLE PINQUICKSET WF-5A ,.�'' ',1 CONSERVATION COMMISSION [T? TRANSFORMER PAD COVE x 6.5 ' Ca - i d CABLE TV RISER TELEPHONE RISER _ ItAIL STOCKADE FENCE CHAIN-LINK FENCE / , , , I ; WF-B6 WETLAND FLAG MARKER ---------- ,Ilk WF-6A 1 i i AINK _7 AL x l r i � � vv i � r�l i � � l - �2' . ' �•. • ` --_kmµ_---�������` �\ ;��____ -' �--/ ,', ,' ' •' � '`\ � �" \ \ f I ,'' •p BORDERING VEGETATED WETLAND PR OPOSSED I t .1,4- a� 14 x 1(.Q .p KAYAKCANOE PATH 1 1 1G STORAGERACK WF-7* 17.3 m g BAN \; m BOAJWWALK o \ PRE _gA \ ON*10,\&. - c 1 3 APPRb �\� \ O VAWAM F. GRIFFIN, JR., TRUSTEE \ i LOCATI�p� `g �` NEW RUSHY MARSH REALTY TRUST EXISTING I SEF�1'C r► \\WF-9A \\ / 1� �� �' 1. SYSTEM �\ ��11 'pp FROM I �� - \ ` *" ALED( wETLANO \; _ "t`20�,\ \ c CH POOL PIT FOR AL \ \ N \�`I \`\ of "O e�, :^ �-,\\\\ \\\ ♦ \\ CB/DFND HELD AL \\ / 12 1 i ` 1 \ 1 \\ LI �- \ \ 11 I Q 1 N \ \ \\ �f ..._ PINQUICKSET �� wF-,�► � �• ,� \, � � � CO COVE dB/DH iND -/NOT MELD 84 `\ WF-83 ,'' �': OEM RECORD /�►NGLE/POINT ` WF,82 AIL �z SIFE LOf%OM / WF-61 I VEGETATED g---- 98 Pinquickset Cove Circle �"ERAL N0�' A \ WETLAND Cotuit, MA., 02M 1. THE INTENT OF THIS PLAN IS TO SHOW PROPOSED ADDITION 5. A TITLE SEARCH HIS NOT BEEN PERFORMED FOR THIS SITE 9. UTILITY INFORMATION SHOWN HEREON. AL 1 - TO HOUSE AND PROPOSED GARAGE THE DETERMINED TO BE NECESSARY A TIRE SEARCH SHALL PFOIAM FM TO PERFORMED BY OTHERS. THE CONTRACTOR SHALLCONTACT DIG SAFE (AT / �, c e/D r�:o 98 Pinquickset Cove Circle R.T. 2. Locus PROPERTY COMPRISED OF. 1-888-DIG-SAFE) AND U ILLY COMPANIES TO LOCATE '� \ \ HELD EXISTING UTAITIES AT LEAST 72 HOURS PRIOR TO THE START `' Nicholas Argyv Trustee BARNSTABLE ASSESSOR'S MAP 005 - PARCEL 066 s. THE PROPERTY LINE INFORMATION sOWIN 5H BASED ON OF CONSTRUCTION. THE LOCATION OF DfIS1lNG Y c -' ✓ 47 Babbling Brook Road CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF UNDERGROUND INFRASTRUCTURE. LITI(TIES, CONDUI % AND 1 nC6 Centerville, MA., 02M UNREGI5TEREU - DEED BOOK 22650 PAGE 249 PLANS AND DEEDS. LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT LOT 9 \ BE LIMITED TO THOSE SHOWN HERIN AND HAVE BEEN N/1= \ nu REGISTERED - CERTIFICATE OF TITLE 185163 FIELD SURVEY DATES: JANUARY 30, 2008 RESEARCHED BASED ON THE AVAILABLE UMITY RECORDS CAROL McMUIlEN '% \ \ \ THE 70 PINQUICKSET COVE LLC c -,\ \ \ \ \\ N Wetlands Kermit Plan UNREGISTERED - LOT '0 0 PLAA BOOK 339 PAGE 43 MOTEL HEREON- THE CONTRACTOR AGREES TO BE FULLY REGISTERED - LOT 10 0 LCP N B (SHEET 2 OF 2) WETLAND DELINEATION B ��?ESP Y LORI McDONALD, MS, ONSW FOR ANY AND ALL BAMAGES WHO MIGHT BE BAXTER NYE ENGINEERING AI SURVEYING, JANU'ARY 23, 2008 OCCASIONED BY THE CONI`IRACTOWS FAILURE TO LOCATE SAIDINFRASTRUCTURE BAXTER NYE ENGINEERING & SURVEYING owwER/APPucANr AND UTXITIES ° Y IF D '' LOT 10\ \ \ EUZABEM <FONARO �� 7. FLOW ZONES A11 (EL11), B, AM C N 00MRAC10R SFWl NOTIFY THE ENGINEER IMMEDNTQY FOR � TOTAL AREA \ THE Registered Professional Engineers and Land Surveyors COMMUNITY PANEL 250003 0009 E 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 NICHOLAS ARGY POSSIBLE REDESIGN. ,' 6.65E ACRES • THE LOCATION OF THE DOSW SEPTIC SYSTEM SHOWN ON \ TRUSTEES OF THE 98 PINQUICKSET COVE CIRCLE REALTY TRUST UPLAND AREA \ \ Phone-(508)771-7502 Fax-(508)771-7622 � �s» '�ks»� 47 BABBLING BROOK ROAD PLA IS N BASED ON TO OffAINED 8 CENT MA 02637 . ENVIRONMENTAL. ��TM: COMPLIANCE FROM SEWAGE PERMIT NO. 85-678, COMLI DATE: 431 t S.F. \ \ cA SITE IS NOT WITHIN AN A.GEC. (AREA OF CI AL 6126186 AND TIRE 5 OFFICIAL INSPECTION FORM DATED: 4o65t ACRES \ \ �,•�� 40 o 40 80 PROJECT LOCATION.. 9MRONMENTAL CONCERN). 12/05/07, ROBERf PAOL N, INSPECTOR. COPIES OBTAINED \ ap No 3W16 "% 98 PINQUICKSET COVE CIRCLE SUE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE FROM THE BARNSTABLE BOARD OF HEALTH I�90 SCALE IN FEET, � � +�' COTUIT, MA 02635 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'f:S11AlATED • TA'MIM WATER IS AVAILABLE AT THIS SITE AND RUNS .a�' X SCALE: 1 = 40 � HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA UNDEIRGROUND FROM FULLER'S MARSH ROAD (SWING TIES 5� 3. RM-46 - EL = 25.82 NGVD WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). FROM TREES AND CANNOT BE SHOWN ON THIS PLAN) BY 3 !8 O REFERENCE FIRM COMMUNITY PANEL SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP FAX DATED- 01/22/0& 250001 0021 D AND 0022 D MAP OCTOBER 1, 2006 ICINM VERNAL POOLS'. • KEYSPAN ENERGY DELIVERY NOTES THERE IS NO GAS SERVICE DATE 03-26-08 SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP AT THIS SITE - 01/18/08. � OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIF3;• INSTAL INDICATES SERVICE TO THE DWELLING AT LOCUS IS FED x � . ■ 4. ZONING INFORMATION: 1 z �„ AROWADO �a+E ZONING DISTRICT RF FOR SPECIES UNDER IFIE ETNUANGERED IIINDERGROl1ND BY A PRIMARY sYSTEw OFF FULLER'S MARSH I,IAA'L �� ` Of / � yw � � � „o„� pp MINIMUM LOT AREA = 43,560 SF - RPOD = 87,120 SF SPECIES ACT, REGULATIONS (321 CMR 10). ROAD AND IS NOT SHOWN ON THIS PUN. BY FAX DATED: ,T�� �, � - :�Q� �ig• RE�tARICS MINIMUM FRONTAGE = 150' SIZE IS NOT WITHIN A STATE APPROVED ZONE I GROUND WATER 1/21/08. 1� �� ` MINIMUM FRONT YARD SETBACK = 30' RECHARGE PROTECTION AREA 4i DRAWN BY, Mj IDESKMM BY: KNECKED BY' t11t�11*IG M11KR �� MINIMUM SIDE YARD SEIB" = 15' \= G 3 .dw MINIMUM REAR YARD SETBACI( = 15' FIND �� • 0: 2008 2008-003 SU worksht 2008-00 HELD G 2MB-003 OVERLAY DISTRICTS. RPOD, AP I D.E.P. File #SE 34729 SCHOOL ST Order of Conditions Expires PROPERTY LINE � LOCATION APPROXI I AM BOOK 339 PAGEMATE 43 CONSERVATION NOTES: s a PLASTIC DECKING I. NO WORK IS TO BE DONE UNTIL FORMS A d' B ALONG WITH REQUIRED ���• FOCUS i F2"X 8" PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. sae• �• \'0 � F IMF-1A � 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL ' EXTEND POSTS 4" COMPLETION OF PROJECT. 3. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. 4" X 4" POSTS 1 8" - 24" (FIELD ADJUST) (8' BENT SPACING) 4. POOL DISINFECTION BY OZONE INJECTION OR APPROVED EQUAL '�� m POPPOAtSSEr Nil r 5' WIDE OVERGROWN FOOTPATH .. SALT MARSH SURFACE 5. A LEACH PIT SHALL BE PROVIDED FOR POOL DRAWDOWN. LOCATION APPROXIMATE FROM a PINQUICKSET OOK PAGE 43 o COVE CIRCLE �7Ci9 6. PROPOSED PATH AND BOARDWALK ARE TO BE NO WIDER THAN 4 FEET. AL -� PLAN B / a a 7. BOARDWALK DECKING SHALL PROVIDE 65x LIGHT PENEiRAT10N. NAN7UQCET S"t A% - o�rO�• �t LOCUS MAP AL I 'T+ .. o N.T.S. 'L ► ' ' AL so. eoRDERINc �P �� > X$ 7 BOARDWALK DETAIL VENTED " ,,,,, I LEGEND N.T.S. lam. 0 BOUND WF-4A / �* :� �.. 4 HYDRANT AL i x/4 i �i i B� ER ELECTRIC METER PINQ '"'UICKSET F- TOWN OF ARNSTABLE ,-� CONSERVATION COMMISSION m ELECTRIC MANHOLE COVE x 6.5 i d .^\'. Q TRANSFORMER PAD rJVAL < / x 1`: ;. FV CABLE TV RISER TELEPHONE RISER AL -- -- -- -- ' '�.�' I i i `� O�,p ------ STOCKADE FENCE.---------- -�`\ it / rt CHAIN-LINK 101 FENCE AL WF-6A WF-B6 WETLAND FLAG MARKER t y r . 8.1�" _,r %11� \ \ to WF-7A A ♦ -- - i i� - ALj 10• p / 1 x 115.6 Ir x 1 BORDERING AIIt. to- / VEGETATED \ / )(16 --------' �/ WETLAND I \ x 1477 I t Lo M&VCEK WF-74 9 ♦�1 ♦e�G %, � ��t1P�'�"��\ \ �` <�� ).6.5 AL 4. E PROPOSED � O o WF-8A , ,j► ` 4� 13.3 4� �,�0 . N/ APPR WIWAM F. GRIFFIN, JR., TRUSTEE \ NEW RUSHY MARSH REALTY TRUST LOCATip� � � . 1NF-9A , 1� , t EXISTING I SEgV r , t' / SYSTEM iR i 'pO AL c N } •` � .6 � t910t 1\3.3 `� Y a a `50' FROM ( 7I� EDGk OF WETLAND24�`�` yyCHDRA FOR 7.7 WWN' WF-109A �•�8:�j• ��� �� .:� ,. \ \� ``� FFNNDHELD AL IMF-11A Ul PINQ UICKSET WF-12A COVci \ I ��` x�►4.9/ % .6 / WFrBS jr i a /gA;Dt HND - NOT FOLD `� WF-83 ,• '� �CORD�CNGLE/POINT i �/ WF'B2 ---+-- / \ c� 98 Pinquickset Cove Circle GENERAL NOTES, -� JL I�MM-0--- "�=e VEGETATED CoWit, MA., 02M 1. THE INTENT OF THiS PLAN IS TO SHOW PROPOSED ADDITION 5. A TIRE SEARCH HIS NOT BEEN PERFORMED FOR THIS SITE 9. UTILIiY INFOWTION SHOWN HEREON. WETLAND PRF VM FOR TO HOUSE AND PROPOSED GARAGE ►F DETERMINED TO BE NECESSARY A TITLE SEARCH SHILL AL i i ► \ \ 98 Pin ulCkset Cove Circle R.T. BE PERFORMED BY OTHERS. THE CONTRACTOR %4LLCONTACT DIG SAFE (AT I \x N.9 1-888-DIG-SAFE) AND UTILITY COMPMW3 TO LOCATE ALL CB DH FND Nicholas A Trustee 2 Locus PROPERTY �s COMPRISED of �� 2.1 �, \ \ � � � ! 6. THI: PROPERTY LINE WFORMATON SHOWN IS BASED ON CONS'IRUCTIDMING ES A TLEAST 72 HOURS ETHE LOCATION OF EXI PRIOR TO THE START 01c�' HELD 47 Babbling Brook Road BARNSTABLE ASSESSOR'S MAP 005 - PARCEL 066 SS/T ' \ CURRENT AVM.ABLE RECORD INFORMATION CONSISTING OF UNDERGROUND UTI.IIIES, CONDUITS, AND Centerville, MA., 02632 UNREGISTERED - DEED BOOK 22650 PAGE 249 PLANS AND DEEDS. LINES ARE SHOWN IN AN APPROXMUTE WAY ONLY, MAY NOT LOT 9 \ I\ TALE REGISTERED - CERTFi(ATE OF TITi.E 185163 UNITED TO THOSE SHOWN HERIN AND HAVE BEEN N/F � HELD SURVEY DATES: JANUARY 30, 2008 RESEARCHED BASED ON THE AVMABLE UTILITY RECORDS CAROL McMULLEN �, \\ \ \\ THE 70 PINQUICKSET COVE LLC Wetlands Permit Plan UWGISfM - LOT 10 0 PLAN BOOK 339 PAGE 43 NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY ti9� REGISTERED - LOT 10 0 LCP 34636 B (SHEET 2 OF 2) WETLAND DEI.IVF�4T10N BY LORI McDONALD, MS, RESPONSIBLE FOR ANY AND ALL DAMAGES WHiCH MIT BE ���. ;' / ❑ \\ \ \\BAx TER M'E ENGINEERING 0 SURVEYING, JANUARY 23, 2008 OCC600 BY THE CONTRACTORS FAILURE TO LOCATE SAID BAXTER NYE ENGINEERING & SURVEYING OWNER/APPLICANT NFR4SrRUCRff AND UIi1i1F5 EXACTLY. IF HELD �FZ 7. FLOOD ZONES All (EL11), B, AND C N CONTRACTOR SHALL NOTIFY THE EN(;i MATT IIIMEHEIIELY FOR LOT 10 \Registered Professional Engineers and Land Surveyors ELIL4BETH LEONARO ARGY DIFFER FROM PLAN �' � �� \ COMMUNITY PANEL 250003 0009 E 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 TRUSTEES OF NICHOIJiS ARGY POSSIBLE R1. ; TOTAL AREA Phone-(508)771-7502 Fax-(508)771-7622 ���i c Aff; �, THE 98 PIS COVE CIRCLE REALTY TRUST . T E LOGS OF � SpIX �USHM ON i 6.65f ACRES \ \ `��o 47 BABBLING BROOK ROAD R CENTERVILLE, MA 02632 8. EJNIIIROIVMENTAL INFORMATION: THIS PLAN LS APPROXIMATE AND IN BASED ON TIES OBTAINED o r '" FROM SEWAGE PERMIT NO. 85-678, COMPLIANCE DATE UPLAND AREA \ \ 9�F �' ` ' / / 202,431 t S.F. \\ \ 11 �p 40 0 40 t30 ;^, �F_,�`�, SITE S NOT Wi1HIN AN A.C.EC. (AREA OF CRTIiCAI. 6 26 86 AND TITLE 5 OFFICIAL INSPECTION FORM DATED: PROJECT LOCATION: E]WIRONMENIAL )• 12/05/07 ROBERT PAOLINI INSPECTOR COPIES OBTAINED 4.65f ACRES SCALE IN FEET r'- "`'��' '� • 98 PINQUK.'I(SET COVE CIRCLE SITE IS NOT WITHIN AN AREA OF B70TED HiWAT OF RARE • � 'y ��e � ���;��'i� COTUIT FROM THE BARNSTABIF 8DAR0 OF HEALTH SCALE: 1 = 40 >, �7�1�� .. , MA 02635 ���oA x 19.90 117LDLIFE PER NHESP MAP OCTDBER 1, 2006 'ESTIMATED TOWN WATER IS AVM.ABLE AT THiS SITE AND RUNS 3. RM-46 - EL = 25.82 NW HABITATS OF RARE WILDLIFE' FM USE WITH THE MA U�DERGROUND FROM Fl1LLFR'S MARSH ROAD (SWING To R` 3 Z D WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). FROM TREES AND CIWNOT BE SHOWN ON THIS PLAN) BY REFERENCE FIRM COMMUNITY PANEL SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP KFAX DATED. ENERGY 2/08. / DATE 03-26-08 250001 0021 D AND 0022 D MAP OCTOBER 1, 2006 CERTIFIED VERNAL POOLS' /��• NOTES THERE IS NO GAS SERVICE SITE IS NOT WITHIN A PRIORITY HABRAT PER NHESP MAP AT THIS SITE - 01/18/08. \ ,,�3�/ / 4. ZONING INFORMATION: OCT08ER 1, 2006 'pRpRiTY HABITATS OF RARE SPECIES• NSfAR INDICATES SERVICE TO THE DWELLING AT lD(.'l1S IS FED ZONING DISTRICT: RF F1'Rt SPECIES UNDER THE MASSACHUSETTS ENDANGERED UNDERGROUND BY A PRIMARY SYSTEM OFF FULLER'S MARSH L� 00.4 /`/ �yt�f►, 1 SW 14 AW FEE wpp MINIMUM LOT AREA = 43,560 SF - RPOD = 87,120 SF SPECIES ACT, REGULATIONS (321 CMR 10). RAID AND IS NOT SHOWN ON THiS PLAN. BY FAX DATED: No. BY DATE REWJM MINIMUM FRONTAGE - 150' SiTE iS NOT WRHIN A STATE APPROVED ZONE I GROUND WATER 1/21/08. �lg / MOM MAW MINIMUM FRONT YARD SETBACK = 30' RECHARGE PROTECTION AREA / MINIMUM SIDE YARD SETBACK = 15' 0: 2008 2008-003 SU worksht 2008-003w .d MINIMUM REAR YARD SETBACK = 15' CB/DH ROD 2008-W3 D OVERLAY DISTRICTS: RPOD, APtk op P'