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0130 TERN LANE
T 1� a o ° e e z r E ,. • C - . .-. � is w ,� " e if a ° a r t!tl' rlr .a Il�f.I,II �.I i!L,ri tCif 11 ' :li I} lir I 1 '.:.k tl ( �(:-1 11'fl t 1 • l:flt_ -/1" 1'1 I Ilfi:l ,1�+':it I:t t 1/�/.Ills� _ •�i� � . .� . I.1���J �� i//.c�'� '// . WAUTW, 04 GO �r 11Y. •l� r r x•.v.+:a. hw=..wr .. .� mk,-rr-ri 1` �."- ;,�� fix.y��. 1 m Cruise tatf 111=: 7 i tfY-i[ti 7 q`i I,�Icilt i r.n1< T 5;151 .1;5'711111; +v: i +2 1{ (L' 1+11' :if If TIM lio • , Remdfn YY. r.:7' it Syn=AWWr. Tow- i ;r.u u yy Y „Q s Y ° Y ✓# t n x x Q.-NITS Cruise Target 777777 C�.EAR TiE sto AVG p EM � �•`}� - SCHULZ LAW OFFICES, LLC WILLIAM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1536 ALBERT J. SCHULZ MICHAEL F. SCHULZ aschulz@schulzlawoffices.com mschulz@schulzlawoffices.com October 10, 2013 Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 N Re: 130 Tern Lane, Centerville, MA 02632 ` Our file:22774 A ��: ��� •sue Dear Tom: ' This letter serves as a written follow-up our meeting in December 2012 during which'he issue of 1153 frontage at 130 Tern Lane, Centerville, Massachusetts (the "property")was discussed nd resolved. At the December 2012 meeting we reviewed and discussed the following documentation prior to my clients' purchase of the property: l. In 1949 the original subdivision plan prepared for Wequaquet Trust reflected that Lot 48 did not have any frontage on Tern Lane. However, in 1949,there was no frontage requirement. See Exhibit 1. 2. By deed dated April 10, 1953, the Wequaquet Trust conveyed Lot 49 to Stanislaus A. McLean and Grace A. McLean. See Exhibit 2. At the time of the conveyance of Lot.49 to McLean, the Trust reserved access to Lot 48 "over a strip of land 30 feet in width along the edge of the pond...for use in common with others for uses as ways are commonly used." Exhibit 2. This action by the Trust created the "way". 3. The reference to the "way" providing access to the property (Lot 48) and the requisite frontage is reflected`throughout the deeds in the chain of title to Lot 48, including the current deed. See Exhibit 3 (noting"a 30 foot way, running from Lot 48...in common with all others entitled thereto for such uses as ways are commonly used."); see also Exhibit 4 (noting "a 30 foot way running from Lot 48 to a way marked "Way" as shown on the above referenced plan over Lot 49. Said way to be used for the purposes for which.ways are commonly used.") f 4. The 30 foot way is also depicted on a plan of land recorded with the Barnstable County Registry of Deeds in Plan Book 147, Page 113. See Exhibit 5 (noting that the plan dimensionally depicts the way but incorrectly names it a right of way.). After reviewing the above documents at our December 2012 meeting you stated that there was sufficient frontage on a way. Additionally, we discussed where the front yard setback would be determined from, and our plans reflect your determination. I would respectfully request that if you agree with the above that you acknowledge your acceptance by executing below. As always,please do not hesitate to contact me. Very truly yours, 4hael F. Schulz FS/jfs Thomas Perry, Building Commissioner I EXHIBIT 1 w C]w Ci. laAn:HJahn�en 5p0pr essrx r4rore,r � fr� y . I L ' y 8 ;y ° AQ n,. �•�g .e a "'of II ,•s, .a 9 -z�,v.`� .;i 64 ,;[ ?� i 8 n wo qx. •rY�'net/ � .,6ro.. fpo ? W. �� .e /dy r"r.g•°[ II`} [ff�s ` ;w-�:. r7 a3 a , W .._$49 + .0_ Af 15 Of "O Al .. All +s+Ar e $f,Pq i s�'nen 'eo C 34 35 eo.no o.-sunv v L�.x1A.0;4u xomfH 'e o ss 3'OQ�n 8 •re 3z R u Q.y �/ • �°� s,wi l�' se � s I i 38 i "gx 3s N a,e j�r lid n ,Iio.. .rsaorl e° •Poi ,oer ��\ SUBOWS/ON OF LANO S�•{'d- �''t' s �•o '° e++f p 'ff17 OENTERVrLLE—BARNSTABLE MASS 29 property or WEO(/AOUET TRUST r„y ,..soH,q •a lrery Ne/rs dfNESm/r/i � df EXIIIBIT 2 I Barnstable as. _ April / }9 Then personally appeared the above-named Louise Jourdian Dias 1,2 31 and acknowledged the foregoing instrument to be— r@-__fre d ,befor6me". �astorguey Notary Pum16--TAXW} ! i r �' MY COD7JII199ID31 eSPftea ,/� �'l• t11�� �'. I' Barnstable, as., Received April 13, 1953, and is recorded. Nej JOSEPH B. DAGGETT and A. HAROLD CASTONGUAY both of Yarmouth (West), Barnstable County, Massachusetts, TRUSTEES under an Agreement and Declaration of Trust, dated April 13, 1949, duly recorded in the Barnstable County Registry of Deeds e in Book 720, Page 457, for consideration paid, grant to STANISLAUS A. McLEAId and GLACE A. XcLEA2:, husband and wife, as tenants by the entirety, both of 9 Circle Drive, Barnstable (Hyannisport), Barnstable County, Massachusetts, with QUITCLAIM COVENANTSi the land, together with the buildings thereon, situated in Barn- stable (Centerville), Barnstable County, kiassachusetts, bounded and described as followsz NOP.THEASTERLY by Lot 48, as shown on plan hereinafter mentioned, One Hundred Fifty-Five (155) feet, more or less; SOUTHEASTLIRLY by a pond, as shown on said plan, One Hundred Thirty (130) feet, more or less; SOUTFI- LY by a Forty (40) foot way, as shown on !' said plan, One Hundred Twenty (120) �• feet, more or less; SOUTHWESTERLY by a curved line by said 40 foot way, i. having a radius of 65.11 feet, a distance of Forty-Four and 137100 (44.13) feet, and by said 40 foot way, a distance of Fifty-Three and 737100 (53.73) feet; NORTHWESTERLY by the remaining portion of Lot 49, One Hundred Sixteen (116) feet, more or less; and NORTHWESTERLY again by Lot 47, Seventy-Four (74) feet, more or less. Being shown as a or ption of'LOT 49 on plan of land entitled "Subdivision of Land'zn en ervi e - arnstable, Mass:.:,. Property - of Wequiquet Trust, Scale 1 in -- 60 ft, July 1949, Nickerson ! � & Berger, Civil Engineers, Eastham, Mass.", which said.plan is duly recorded in Barnstable County Registry of Deeds in Man Book �( 88" Page 13.-. Together with the right to use the ways, as shown on said plan, in common with all others entitled thereto for such uses as ways, are commonly used. Reserving, however, to the grantors, their heirs and assigns OLD CASTONGUAY a right of way to pass and repass from the 40 foot way, as shown • PREY AT LAW on said plan to Lot 48, over a -strip of land 30 feet in width G along the edge of the pond above referred to for use in common with -Ither64 for uses as ways are -commonly used: t. f The above described premises are conveyed subject to the following restrictions agreed to by the grantees on acceptance of this deed, and imposed for the benefit of the remaining land of the grantors: 1. That no overnightcamps, trailers, Quonset huts, steel 112 A or iron garages shall be placed upon the above described premises. 5` 2. That, if the above described premises are subdivided, the lots therein shall not be less than twelve thousand (12,000) square ;feet. For title see deed from Gershom D. hall, dated April 14, 1949, duly recorded in said Registry of Deeds in Book 720, Page 454. WITIMSS our hands and seals this %ZI-07-day of April, 1953. • us ees oresa COMMOWEALTH Ge -MASSACIMSETTS Barnstable ss April. Then personally appeared the above named A. Harold Castonguay Trustee as aforesaid, and .acknowiedged the foregoing instrument to be his .free act and deed, Before ne, ---Notary Ilublic Iy comm. exp. C 7 19 n - i.C��S; � �,�1 i '"' .T� , �i t•. ';.el "i`7•."'i jly :` A.Y3�i I . it -'-1` '; .I,• s; - n �I i� �' I ' Y - � 4y _ i•. ra'. 'fir. �J] jay�j�•. �,. �k�•_ � I �y. ' Barnstable, ss.,* Received April 13, 1953, and is recorded. :z EXHIBIT 3 QUITCLAIM DEED We,Brenda L.Barnhart and Denise A.Barnhart-Dowling,Executrixes of the Estate of AnnaMarie Barnhart,Norfolk County Probate#N011P219EA,having a mailing address of 130 Tern Lane, Centerville,Massachusetts 02632,for consideration paid,and in full consideration of SIX.HUNDRED NINETY THOUSAND AND 00/100 Dollars (U.S. $690,000.00)grant to Anthony G.Wilson and Susan L.Wilson ,husband and wife,as Tenants by the Entirety,of 11 Hearthstone Place,Andover,Massachusetts 01810 with QUITCLAIM COVENANTS The land together with the improvements thereon located at 130 Tern Lane, Barnstable (Centerville), Barnstable County, Massachusetts more particularly bounded and described as follows: BEGINNING at the Northwesterly corner of Lot 48, as shown on plan hereinafter mentioned, and the Northeasterly corner of Lot 49,as shown on said plan; THENCE running North 57 degrees 42' 40" East, One Hundred Forty (140) feet, more of less,to Wequaquet Lake; THENCE in a general Southeasterly direction by Wequaquet Lake, Two Hundred Twenty- five(225)feet,more or less,to a corner and land marked "Reserved as Common Beach"; THENCE South 68 degrees 00'00" West,One Hundred Five(105)feet,more or less,to the pond,as shown on said plan; THENCE in a straight line across the corner of the pond to the Southwest corner of Lot 48 at the point where the Westerly sideline of Lot 48 intersects the shore of the pond; THENCE North 37 degrees 07 20" West, One Hundred Fifty-five(155)feet,more or less, to the first mentioned bound at Lot 49. Being shown as Lot 48 on plan entitled " Subdivision of Land in Centerville, Barnstable, Mass., I Bk 27016 Pg 15 #907 Property of Wequaquet Trust, Scale V = 69, July 1979", which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 88,Page 13. Together with a small portion of the pond as shown on the above-entitled plan. Together with a right of way in common with others entitled thereto over a thirty (30) foot way, running from Lot 48 to a way marked "Way",as shown on the above mentioned plan,over Lot 49. Said way to be used for the purposes for which ways are commonly used. Together with the right to use the ways, as shown on said plan,in common with all others entitled thereto for such uses as ways are commonly used. The above described premises are conveyed subject to the following restrictions agreed to by the Grantee on acceptance of this Deed, and imposed for the benefit of the remaining land of the Grantors: 1. That no overnight camps,trailers, Quonset huts, steel or iron garages shall be placed upon the described premises. 2. That, if the above described premises are subdivided,the lots therein shall not be less than twelve thousand(12,000)square feet. Meaning and intending to describe and convey the same premises conveyed to Annamarie Barnhart by deed of Gladys Fisher & Elizabeth Hanson dated August 29, 1980 and recorded with the Barnstable County Registry of Deeds in Book 3146,Page 35. PROPERTY ADDRESS: 130 TERN LANE,CENTERVILLE,MA 02632 Witness our hands and seals this 4th day of January,2013. Estate of AnnaMarie �- - Zoo, Denise A.Barnhart-Dowling, Execu%' �— , Brenda L.Barnhart,Executrix MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Gate: 01-07-2013 1 08:48am Ctl&: 70 Cots: 907 Fee: $2r359.80 Gong: $690r000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS hate= 01-07-2013 & 08:48am Ct11r: 70 Cons: 907 Fee: $1.r863.00 Cana: $690?000.01) Bk 27016 Pg 16 #907 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 4th day of January,2013,before me,the undersigned notary public,personally appeared Brenda L.Barnhart and Denise A.Barnhart-Dowling,Executrixes of the Estate of AnnaMarie Baarnhart,proved to me through satisfactory evidence of identification,which was/were [ or[ ] ,to be the person(s)whose name(s)is/are signed on the preceding or attached document,and acknowledged to me that he/she/they signed it voluntarily for its stated purpose. /m ; Notary lic: Michael ch My Commission Expires: 9/13 13 MCHAEL F.SCHULZ Notary Pubk ��Mas�cMrregs my cm l 99P* W 13,2013 BARNSTABLE REGISTRY OF DEEDS EXHIBIT 4 _ - - .. ��_�+.�^`Yi'y _0:•+."R^.•y _riL,S::`•Z"tv.r ham'/,� 3.S':`:i _ 1863-. .,{�• µme.•�,tc. 31 M (. Barnstable, as., Received January 20, 1954, and is recorded. I, H. Gladys Fisher, a ;Widow, :••; of Woburn, Middlesex C—V.b42ss dMSeW, be;xigsn—Wivd for consider d=pi;d,gmutto E: Sladys Fisher, a w1doej of WobLtrn, : middlesex County; Massachusetts; Elizaoeth Hasson; -married to Edward Hanson, of Woburn, aforesaid; and Crordon Fisher, married.to Margaret Fisher, of Winchester, iriddleseX County, Massaehusetta, as' joint tenants, " Wx - With Aanrlabni the findig , with the buildings thereon, situate. in Barnstable (Center- villa), Barnstable County, 2&-seachusetts, bounded- and described 'as -3ti Pollotts•:.- . Beginning at the northeasterly corner of Lot � s 7a$, as -shown on plan hereinafter mentioned, and the northeasterly corner of Lot 49, as shown on said plain; thence running North 570 521 40" East, one' ' hundred forty (.140) feet, more -or less,' to Uegtxacjuet:Lake; thence in a general' southeasterly direotion by Wequaquet Lake, two hundred twenty-five-(2.25) Peet, more or'less., •to a .corner and land marked '"Reserved as Gcraenon Beach"; thence South 58' 00° 001-West, one hundred five-.. (105) feet, more.or less, to the pond as shown an ssid.ple ; thence in a straleat, line across the_corner of- the' pond to the southtv®st corner of Lot k8 at the point where the.. .* westerly sideline of Lot 4B 1n-terseots the shore-of the pond; thence- North-37° 071 20" West, one.bmindred:;fifty= five (155) feet, more or less,: to .the first mentioned Bound at -Ldt' " k9• .. ,: - Being slzo as.L0� :! _on'plan entitled:kSubc�i� rt "-: vision 'oP Land in Centerville; Wequagi filed• a,':t?e;B&2istat�3e�. oll3st RB- s'c of 1- 4 `"a' •tom,. r y,•.Tkra ti. - - ".•3::: :t..�"'-�. - .v S`Y=�+�X:•:^.+. ..r ,mac. °:1... •r`i'••vG%�4,�^�<'L-. r w:...ri�'�f,'`_',+'t'd.:,[!St•.:..�_t.'-::�Y'-y �••-b.� �r.,;.'J Z:�[„9 ..--.``.�'� .P:'3-�•,.•:.mot.. ..,,�.3,:,,-,.�.;.;y'• �y� �.�-. �'.;�?:a�,i_i:��:._�; ..u'�Qe'._ �,:���...,�'et -"'S�-''v�`E;t$+`4'. — � ;.���'�.a�.•e .i-4:t� - q _ <:s}+=`-"`�>__ - y'{•. - -.:.i`.r,'1 vim. =�Y[;-„y:��y,,;'.. °:a:.=•��•ay.�.,�✓�:,:r- - `.Fs_+s�'icy':u�a�`-y'-sry"'::.�?.-•`,-.'d::.::-- �'-9>`iJ- .,✓._:j.- tiY-1 -'•CV- .'.s�+IIy�n:K�l- •@�:if ..'�.:,R.O o•:_s'._�...w�... '_l''fwT'Y.-••r�. - -. ..'.•.:.t•:.i...-Y.,.... .,., n..._ ✓, J.:....da`4�' .3%r: D �^I Together with- a small po ion. of the pond, as {/Y s-±o%'n on the above entitled plan. Toge t of :.'ay in.common :ith others entitled thereto over a 0-foot wav running fro.;: Lot 48 to a 3,4;3i' =�i�-1/1 �� d tiIay tsarxed "viay" as shown on the ao .t ntioned �,lan,• aver Lot L9. f: ". Said ':hag to be used for the purposes for ti,hich. xaye ere commo:1y uses. Together ri'G.: the right to rnse the ::sys as sno::i on said plan, in common 'v:ith all others entitled thereto, for such uses as drays are oormmchly used. The a':soye described are conveyed, sub�eot to the follorizg restrictions agreed to by the ;.rax;tees or. acceitarce of this daed, and Imo,-sed ,:or tha beri.:fit or the remainirif- land of Joseph D. Dsg8ett et al: 1. l'_at no overni;ht cFrt,.s, trsilcrs, <,uonset huts, steel or iron -arages shall be yl,_ced on 'tce Nbovo described yrwalses. 2. Thai, if t_ above cescribcd. .re :ra stag-• -divided, ",he lots therein a;all not be leas t.an 1',000 a;;uere teet. Being the same orpw_Isss cone s;d to me b Joseph B. Daggett at al, Trustees, by Geed dated ju-ne 13, 1953 and recorded t,;th Bar stabio Count- i?E._-,=5:r`f of JE.Bii.s i:a Ti00iL t..4, . -Pass 373• No revenue stamps avo hereto affi-xed' as Nose F. i are reauiree.. by law. t, --in v and seal iffi .f 9�_day of JanaFx v. 19 5;• • L MP TOM==rdI#Or dtPM_ns i Then personally appeared the above named E. Gladys risher and arknowleaged the foregoing iastrument to be her -free vatand JJde��edib�befon A. •� 1C«ne Rnb- � Damnable® fig., R�ce�ead Ja y ZQ, -954, and_is recorded. i —-��!t-+r- .`,�..__ S':s:.•- :.3:;'.ri t.....:;;a•• -�'�Y!`L�t.wr.A4';.,.S•u-,a.,.r _ - '.`..•.;"S,+j..% EXHIBIT 5 TOWN OF BA,R14STAOIZ _ RAN SHOWING LAyour OR TERN LANE CENTS 0.VIllE t t•r As MAae By rile 5�mcrmirN $ �\ Y 0 Pu•ce< Na 3 Sane 4orwar ToArt INcx JAN.6,1959 P.tW aer A.P..— NRt.aw awo L.w.9umawaR 747t 2 yl \ / A,=ortw Adr 31601♦ Pnc6l Iw p hxc No7 \ w PO N O =ea♦uu HUNAio1Ll Mlwa_we C.Browoeaw[ WA Qt AZAPFWaY \Q. \\\eta C^4 Ane.=mTAwwa Ad♦ITos=° AaumT na AdT s120••' \ Y� •!:�. axsaa r.as e[tse ae°a Awce.. Nab Lu y \\\ �•n V6—Y•z Cwuawe.TSlus Pao6L No ..aa`` mob; Res[ Ned yPB,vplmua�i��N1ob Awu OrTlvNo AeT Qlapt°• fi♦ ,atAua GMuAAldcw\�` Rx ' a Y��, >:pa. J`DowoialY o.ORMia hasRn°Wry�.uar�r Imo' I tat .¢ M _ ♦.'�i=i dal° Jb .( ,•.latM�a.b•fnK�ilM1w ETC �' ' i. r Aaew OrY Adr3S50� MewmAwu°A 1� aee> ♦ '•y0� Mr mT w"A®R da`D.` <q. ' r `•� \7'� z°3 uva Hess �''W9. 46. I 45 `�i�e im.N�es C � � ... me� od�1�_ `�"• I az 111 sA. ea=a � � I s:/e ; •a. �.Jnzorao�rot` soi`/z �dcsl� d'le � �q `j\�.. / Na n l...l( ¢ �Ay p 2Bs.a8 i •29B•!?B M \� � �/ A�o4�a�ws aA[ab1• JAZO, a °a°! o / ; bad 4 0 20 E zr z2 ` 1t a 4i v °0 ¢/ N 19 d e [ a9 J sty C.— C '•/ 17 [ ` l yy Na10 y / y e � � JwnN P.l67rwnn P. .15 � 9[ATIA ht PIT2/3RRALa PY �e Awns..w Aer.ddSo�•' 6 Aw..o•r„w..ane.l.wa�° fit` .�� �// \ Q•o'*,`t7•Y' ,Vt�a / yi \ � �IDwre�a�na°a[�rmuouwr o-.°re a b�St•� •a tiers r.m 2, d ° rat/ \ P� No9 ©ice, r>aIV a�...o,DN Ae4Seoo.' ! aY ' p,,,. ! 9i .ksevN B.�iwo®rr l A.NArrno Gsro[.ww Rw KA 44—Y P.BoIAuorav WaawWeT TR..sr Aw[r.oK l7uiv+o Aar 379C� tir ✓ O \ A— T ltO ."sk3m, e[.ear ASY P No t4 t' . pO f ^Y"• r h/ Jm-&D nrl AJf[aan6eroNs V° C L o w[au+w[ rru.ar h C „y` %(.O /,� \ �.. ^}' wyt• / `a,r.w.�aa{Y14..na Pr o[[aar yY A--BY Tus T WN krA MSIIN.m eta ��.Q 4>. ,,,,,✓ �,....�__ ueenNo(tr�a¢s M nu3,fsB AM.. MrzF�± vsre�r>r T.-.Ca saxs -A I ca Town of Barnstable Building Department - 200 Main Street * �SZABIE• * Hyannis, MA 02601 9 MASS. 1639- . (508) 862-4038 RFD MA'i A . Certificate of Occupancy Application Number: 201306003 CO Number: 20140135 Parcel ID: 212012 CO Issue Date: 10/15/14 Location: 130 TERN LANE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: HOSTETTER,ADAM Permit Type: RC00, CERTIFICATE OF OCCUPANCY RES Comments: Uil X- Depaurtment Signature Date Signed TOWN OF 5A N TABLE �I��ti 201306003 * BARNSTABLE, Issue Date: 10/21/13 Permit MASS. prFG A Applicant: HOSTETTER,ADAM Permit Number: B 20132573 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/20/14 Location 130 TERN LANE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 212012 Permit Fee$ 2,550.00 Contractor HOSTETTER,ADAM Village CENTERVILLE App Fee$ 100.00 License Num 152124 Est Construction Cost$ 500,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD NEW 3697 SQ FT HOUSE,3 BEDROOMS,3.5 BATHS THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BARNHART,ANNAMARIE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 11 HEARTHSTONE PLACE INSPECTION HAS BEEN MADE. ANDOVER,MA 01810 Application Entered by: JL Building Permit Issued By: THIS PERMrr,CONVEYS NO RIGHT TO OCCUPY ANY STREET,.ALLEY`ORSIDEWALK ORANY`PART THEREOF,EITHER TE RARILY L -'ENCROAC ENTS ON PUBLIC PROPERTY;NO :: SPECIFICALLY PERMITTED UNDER BUILDING CODE,MUST BE APPROVEDBY THE J[JRISDICTION: STREET OR ALLEY GRADES nS WE AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.;THE ISSUANCE OF THIS PERMrr DOES NOT RELEASE THE APPLICANT FRONT THE CONDITIONS,OF�ANY. APPLICABLE SUBDNISIONr' RESTRICTIONS , MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). x.i s �F gavC e 1 t !1 1 5 @ V N PW BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS IWelILL ' 1 1, �'►� �% dd G '8��8/y l /CD 3 J 1 Heating Inspection Approvals Engineering Dept Fire Dep 2 Board of Health �r �S � M REScheck Software Version 4.4.4 Compliance Certificate Project Title: Wilson residence Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 3,697 ft2 Glazing Area Percentage: 24% Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 130 Tern Lane Northside Design Associates Barnstable,MA 141 Main Street Yarmouth Port,MA 02675 • • trade-off Compliance: 1.9%Better Than Code Maximum UA: 639 Your UA:627 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies • Ceiling 1:Flat Ceiling or Scissor Truss 2,415 38.0 0.0 72 Wall 1:Wood Frame, 16"o.c. 3,709 19.0 0.0 166 Window 1:Wood Frame:Double Pane with Low-E 755 0.300 227 SHGC:0.00 Door 1:Glass 140 0.300 42 SHGC:0.00 Door 2:Solid 55 0.140 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,374 19.0 0.0 112 Compliance S tement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted e p I ap ication.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply a irements listed in the REScheck Inspection Checklist. �116 �3 Signature Date Project Title: Wilson residence Report date: 06/10/13 Data filename: \\Server-new\data(e)\DATA-02\JIM\client reports\WILSON.rck Page 1 of 7 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2009 IECC Pre-Inspection/Plan Review Plans Verified Field Verified p Value Value Complies? Comments/Assumptions 103.2 ;Construction drawings and ❑Complies [PR1]' 'documentation demonstrate energy ❑Does Not Comply !code compliance for the building ❑Not Observable envelope. ❑Not Applicable ; 103.2, ;Construction drawings and ❑Complies ; 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' ;code compliance for lighting and ❑Not Observable mechanical systems.Systems serving ❑Not Applicable I multiple dwelling units must ; demonstrate compliance with the I commercial code. I 403.6 tIt Heating and cooling equipment is Heating: Heating: I❑Complies [PR2]2 i sized per ACCA Manual S based on Btu/hr Btu/hr 1❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: :❑Not Observable approved methods. Btu/hr Btu/hr El Not Applicable 5 I I 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Wilson residence Report date: 06/10/13 Data filename: \\Server-new\data(e)\DATA-02\JIM\client reports\WILSON.rck Page 2 of 7 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies ; [FO11]2 3 protect exposed exterior insulation T❑Does Not Comply hand extends a minimum of 6 in.below;❑Not Observable (grade. ;❑Not Applicable 403.8 Snow-and ice-melting system ;❑Complies ; [FO12]2 controls installed. :❑Does Not Comply :❑Not Observable i ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Wilson residence Report date: 06/10/13 Data filename: \\Server-new\data(e)\DATA-02\JIM\client reports\WILSON.rck Page 3 of 7 r 2009 IECC Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies table for 402.3.4 1❑Does Not Comply:values. [FR1]' ; ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies table for 402.3.1, ;average). ;❑Does Not Comply:values- 402.3.3, ;❑Not Observable [FR2; :❑Not Applicable 303.1.3 ;U-factors of fenestration products are ❑Complies [FR4]' !determined in accordance with the ❑Does Not Comply NFRC test procedure or taken from ❑Not Observable the default table. « ❑Not Applicable 1 402.3.5 Sunrooms enclosing conditioned U- ; U- ;❑Complies [FR8]1 space have a maximum fenestration :❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. ; ;❑Not Observable New glazing separating the sunroom 1 1 ❑Not Applicable 1 from conditioned space must meet I code requirements. 1 1 402.3.5 ;Sunrooms enclosing conditioned ; U- ; U- ;❑Complies ; [FR9]' !space have a maximum skylight U- ;❑Does Not Comply factor of 0.75 in Climate Zones 4-8. ;❑Not Observable ❑Not Applicable 402.4.4 ;Fenestration that is not site built is ❑Complies [FR20]' !listed and labeled as meeting ❑Does Not Comply AAMA/WDMA/CSA 101/I.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 []Not Applicable that do not exceed code limits. « ; 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish and ❑Does Not Comply `g [labeled to indicate 2.0 cfm leakage at ❑Not Observable ; 175 Pa ❑Not Applicable 1 403.2.1 :Supply ducts in attics are insulated to R- R- ;❑Complies [FR12]' R-8.All other ducts in unconditioned R R :❑Does Not Comply ;spaces or outside the building :❑Not Observable ; envelope are insulated to R-6. ; ❑Not Applicable I 403.2.2 !All joints and seams of air ducts,air ❑Complies ; [FR13]' !handlers,filter boxes,and building t ❑Does Not Comply cavities used as return ducts are []Not Observable sealed. []Not Applicable 1 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. r ❑Does Not Comply 1 []Not Observable ; ❑Not Applicable 403.3 HVAC piping conveying fluids above ; R- R- ;❑Complies [FR17]2 105 OF or chilled fluids below 55 OF ; ❑Does Not Comply are insulated to R-3. ,� � � ; :❑Not Observable ; ❑Not Applicable 403.4 ;Circulating service hot water pipes are; R- R- ;❑Complies ; [FR18]2 ]insulated to R-2. ;❑Does Not Comply; �j ;[_]Not Observable ; ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 ;installed on all outdoor air intakes and ❑Does Not Comply t� exhausts. ❑Not Observable ; 1[]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Wilson residence Report date: 06/10/13 Data filename: \\Server-new\data(e)\DATA-02\JIM\client reports\WILSON.rck Page 4 of 7 f x 2009 IECC Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 303.1 ;All installed insulation is labeled or the ❑Complies [IN13]2 'installed R-values provided. ❑Does Not Comply []Not Observable ] ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- 10Complies ;See the En Joe Assemblies table for 402.2.5, ;❑ Wood ;❑ Wood :❑Does Not Comply:values. 402.2.6 1❑ Steel ❑ Steel 1❑Not Observable [IN1]' „❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.6 +manufacturer's instructions,and in ❑Does Not Comply: [IN2]' !substantial contact with the underside ❑Not Observable 1 (� of the subfloor. ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a 1 R- 1 R- 1❑Complies 1 See the Envelope Assemblies table for 402.2.4; mass wall with at least''/2 of the wall ❑ Wood Wood :❑Does Not Comply;values. 402.2.5 !insulation on the wall exterior,the 1 [IN3]' ;exterior insulation requirement 1❑ Mass I❑ Mass �❑Not Observable ,1 1 applies. 1❑ Steel ❑ Steel 1❑Not Applicable 1 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not Comply ❑Not Observable 1 ❑Not Applicable 402.2.11 Sunroom wall insulation has a 1 R- R= 1❑Complies [IN8]' minimum R-value of R-13.New walls 1 1❑Does Not Comply; separating the sunroom from '❑Not Observable 1 4 conditioned space must meet code 1 1 ❑Not Applicable requirements. 1 1 1 303.2 ;Sunroom wall insulation installed per ❑Complies [IN9]1 :manufacturer's Instructions. ❑Does Not Comply ❑Not Observable 1 []Not Applicable 402.2.11 ;Sunroom ceiling minimum insulation 1 R- 1 R- ;❑Complies 1 [IN10]' R-value of R-19 in Climate Zones 1-4, :❑Does Not Comply land R-24 in Climate Zones 5-8. 1 1❑Not Observable 1 ❑Not Applicable 303.2 ;Sunroom ceiling insulation is installed ❑Complies [IN11]� I per manufacturer's instructions. ❑Does Not Comply ❑Not Observable 1 1E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Wilson residence Report date: 06/10/13 Data filename: \\Server-new\data(e)\DATA-02\JIM\client reports\WILSON.rck Page 5 of 7 2009 IECC Final Inspection Provisions Plans Verified Field Verified Value Value Complies? Comments/Assumptions 402.1.1, ;Ceiling insulation R-value.Where>R-; R- ; R- ;❑Complies ;See the Envelope Assemblies table for 402.2.1, i 30 is required,R-30 can be used if ❑ Wood Wood ❑Does Not Comply:values. 402.2.2 ;insulation is not compressed at eaves.:❑ Steel ❑ Steel ❑Not Observable [FI1]' ;R-30 may be used for 500 f12 or 20% ; ![-]Not Applicable I(whichever is less)where sufficient , space is not available. 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions.Blown ❑Does Not Comply [FI2]1 ;insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door insulation ; R- ; R- ;❑Complies [FI3]' R-value of the adjacent assembly. :❑Does Not Comply ' '❑Not Observable ❑Not Applicable ; 402.4.2, E Building envelope tightness verified ACH 50= ; ACH 50= ;❑Complies 402.4.2.1 {by blower door test result of<7 ACH I❑Does Not Comply [FI17]1 at 50 Pa.This requirement may instead be met via visual inspection, ; '❑Not Observable i . in which case verification may need to: ; :❑Not Applicable occur during Insulation Inspection. 402.4.3 J Wood-burning fireplaces have ❑Complies ' [FI8]2 gasketed doors and outdoor ❑Does Not Comply +combustion air. ❑Not Observable ' 1E]Not Applicable 403.2.2 i Post construction duct tightness test cfm cfm ;❑Complies [FI4]' i result of 8 cfm to outdoors,or 12 cfm I :❑Does Not Comply across systems.Or,rough-in test ;❑Not Observable result of 6 cfm across systems or 4 ; :❑Not Applicable l cfm without air handler.Rough-in test verification may need to occur during Framing Inspection. ; 403.1.1 Programmable thermostats installed ❑Complies [FI9]2 on forced air furnaces. I ❑Does Not Comply j []Not Observable ' [-]Not Applicable ; 403.1.2 ;Heat pump thermostat installed on JE]Complies [FI10]2 !heat pumps. ❑Does Not Comply:' ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water systems ❑Complies ; [FI11]2 have automatic or accessible manual ❑Does Not Comply ;controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters JE]Complies ; [FI12]3 for swimming pools. ❑Does Not Comply ❑Not Observable 1 ❑Not Applicable ; 403.9.2 Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. s El Does Not Comply 10 ❑Not Observable ; ❑Not Applicable ; 403.9.3 Heated swimming pools have a cover. i ❑Complies [F[20]3 Covers on pools heated over 90 OF []Does Not Comply are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent fixtures ❑Complies [FI6]' are high efficacy lamps. ❑Does Not Comply } ❑Not Observable 1E]Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Wilson residence Report date: 06/10/13 Data filename: \\Server-new\data(e)\DATA-02\JIM\client reports\WILSON.rck Page 6 of 7 f - 2009 IECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 I Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Comply V ❑Not Observable []Not Applicable _ 303.3 Manufacturer manuals for mechanical IE]Complies [FI18]3 and water heating equipment have ❑Does Not Comply been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Wilson residence Report date: 06/10/13 Data filename: \\Server-new\data(e)\DATA-02\JIM\client reports\WILSON.rck Page 7 of 7 2009 IECC Energy f Efficiency Certificate 'Insulation . Wall 19.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): D.. Window 0.30 Door 0.30 Heating &Cbolin6 Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: d y IV FLOOD ZONE: Zone 8 & C (see plan) \ Community Panel No. #250001 0015 C \ July 2, 1992 Parcel Area c09�'�o V (To"Water Line) A 30,460.*SF 46.8' CB/DH N Fnd A, 1.:....... w `�.�..•h'•h m Oi•yp�''. I .� lP.O�• � C'GN^' ti A G�� SOS ,,,`h .,•`h ,r••` I qg T Ip 32,8' n� <, e� I New Concrete I Foundation cB/DH . S� 62.9' I Fnd #130 / T.O.F. El.=40.7' 1010 0 00 E N68' 75 00' 52.00 W /. / 1 � c�-_�� s _ D Nanc — // Y K McLean O ASSESSORS REF.: / Map 21 Z Parcel 012 �►��`NOf V4s�cy`.r ZONE: RD-1 a - // $ RICHARD R. + Area (min.) 87,120 SF (RPOO) L'HEUREUX Fronts a (min) 20' p NO. 34312 Width min) 125' Setbacks: (40• �� ` h Pp��sq�c Ea�� Front 30' Ce To �' I Rear 10Side 10' ce/DH ' I certify that the foundation shown- hereon conforms to PLOT PLAN the setback requirements of At 130Tern Lane the Zoning Bylaws of the town of Barnstable. BARNSTABLE, (Centerville) NOTES: MASS. DATE:12/NOV/13 SCALE.1 1.) The structures shown were located on the ground 0 10 20 30 40 60 80 FEET by conventional .survey methods on (or between) 08/JAN/13 and 12/NOV/13. PREPARED FOR: 2.) The property line information shown hereon was Anthony& Susan Wilson compiled from available record information. 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #:C424_2g1 cppl FIELD BY. WHK/JVB/MJD (508) 420-3994 / 420-3995fax RAMSrABIZ Town of Barnstable Regulatory Services Thomas F.Geiler, Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject p ro per tY hereby authorize----_' FtG"lI to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signatu , of Owner Date. / ° 'A/1L Print Nam If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C\Users\decollik\r\ppbata\Local\Microsoft\Windo>ss\Temporary Internet Files\Content.outicwk\QRE6ZUBN\EXPRESS.doc Revised 053012 Town of Barnstable Regulatory Services # r • BMWSTABLE, MASS. Thomas F.Geiler,Director �EDNU►�A Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 4, 2013 Adam Hostetter 770 Suite A Main St. Osterville, Ma. 02655 RE: 130 Tern Ln., Centerville Map: 212 Parcel: 012 Dear Mr. Hostetter: This letter is in response to application number 201306003 to rebuild a building at the above referenced address. Unfortunately, the application can not be approved at this time for the following reasons: 1) It is the opinion of this office that the rebuild requires Zoning Board of Appeals approval because the requirement to rebuild `as of right' is not demonstrated. 2) Construction documents are incomplete. a) Utility shutoffs not provided. b) Lot coverage and floor area ratio not provided. c) Application page incomplete. Respectfully, J r y L. Lauzon Local Inspector jeffrey.luzon@town.barnstable.ma.us (508) 862-4034 OCT/21/2013/MON 08: 50 AM COMM Water Dept FAX No. 5084283508 P. 002 CenterviUe-OsterviU,e-Marston.s 1V Ws Water Department Yg P.O.BOX 369-1138 MAIN SMET F RAR �R E R OSTERV-MLE,MASSA.CHUSETTS 02655 � 0& www.commwater.cofp'l -r 21 A11 : 5 I F OFFICE OF 3 WATER BOARD OF WATER COIvMSSIONERS WATER SUPERMI NDENT D E PL T1ES..No.508-42W91 P.A.X.No.508-428-3508 DIVICSION October 18,2013 Barnstable, Town of Building Department 200 Main. Sheet Hyannis,MA 02601 Re: Account#5154 Anthony G. & Susan L_ Wilson 130 Tern Lane Centerville,MA To Whom It May Concern: On Tuesday, October 1, 2013 we pulled the water meter from the meter pit and is disconnected at the meter pit for the property mentioned above. It is our understanding that the owner plans to demolish the house, re-build and will install a new water service at a later date. If you have any questions, please call our office at 508-428-6691. ; Very truly y uxs Glenn. Snell Assistant Superintendent GS/jw n l I g dF. September 26, 2013 Attn: William Mahoney Re: 130 Tern Ln., Centerville, MA. This letter is to notify you that after our investigation it has been determined that there is no gas being supplied to 130 Tern Ln., Centerville, MA. Gas Customer Fulfillmenta US National Grid �_s F 0_I B,SI &I . - • . Oct. 18: 2013 12:09PM N s t a r = _ No. 1994 P. 2 NSTAR z One NSTAR Way EL EC rR/C Westwood,Massachusetts 02090 ` GAS October 18, 2013 Susan Wilson 11 Hearthstone Place Andover, MA 01810 RE: 130 Tern Lane, Centerville, MA 02632 Dear Susan Wilson: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of October 17, 2013, the electric service to 130 Tern Lane, Centerville, MA 02632, has been removed. r Based on this information, there is-no-electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Kim K. �.. New Customer Connects t, 4 s. - f` � •, , .- � - • Y- .!. ` r III ' 2: r NORTHSIDE DESIGN ASSOCIATES - DISTINCTIVE RESIOENTRI9 COMMERCIAL DESIGN 141 MAIN STREET-'YMIMOUTNPORT•MA 02625 15081 36221210"1508)362-9802 ' r-(5031.362.5269 - northsidel @comcast.net 'October 10, 2013 Tom Perry Building Commissioner Town of Barnstable ` 200 Main St Hyannis,Ma 02601 Re: FAR provisions for 130 Tern Lane, Centerville e Dear Tom: In reference to 130 Tern Lane, Centerville,we have reviewed the FAR provisions and have confirmed that the FAR does not exceed the .30 maximum. The lot square footage is 30,460 SF which allows a maximum of 9,138 SF The proposed plans are 4,923 SF,which is within the limitations. Let us know if you have any questions. Sincerely, NORTHSIDE DESIGN ASSOCIATES Gordon Clark III , HOSTETTTER HOMES 770-B 1 Main-Street Osterville,MA 02655 Phone: ((508)428-2828 Fax: (508) 428-1974 Town of Barnstable Building,Department 200 Main Street Hyannis, MA 02601 Re: 130 Tern Lane, Centerville, NIA , To Whom It May Concern: Please be advised that Hostetter Homes and the home owners,Anthony and Susan Wilson, agree to provide sufficient information from each utility company/professional contractor attesting that all disconnections from the grid have been completed. These include water and electricity; gas is not present on this property. While we understand that a permit will not be issued without provision of these notices, we would appreciate-your review of-this-application to expedite approval: Work will-riot commence until these notices have been submitted to the Town and permit has been issued. Thank you for your review. Sincerer Id" Anthon Wilson, Susan Wilson Date Home Owners Adam ostetter,Hostetter Homes Date Bk 27016 P:s l4 J 907 QUITCLAIM DEED We,Brenda L.Barnhart and Denise A.Barnhart-Dowling,Executrixes of the Estate of AnnaMarie Barnhart,Norfolk County Probate#N011P219EA,having a mailing address of 130 Tern Lane, Centerville,Massachusetts 02632,for consideration paid,and in full consideration of SIX HUNDRED NINETY THOUSAND AND 00/100 Dollars (U.S. $690,000.00)grant to Anthony G.Wilson and Susan L.Wilson,husband and wife,as Tenants by the Entirety,of 11 Hearthstone Place,Andover,Massachusetts 01810 with QUITCLAIM COVENANTS The land together with the improvements thereon located at 130 Tern Lane, Barnstable (Centerville), Barnstable County, Massachusetts more particularly bounded and described as follows: BEGINNING at the Northwesterly corner of Lot 48, as shown on plan hereinafter mentioned, and the Northeasterly corner of Lot 49,as shown on said plan; THENCE running North 57 degrees 42' 40" East, One Hundred Forty (140) feet, more of less,to Wequaquet Lake; THENCE in a general Southeasterly direction by Wequaquet Lake, Two Hundred Twenty- five(225)feet,more or less,to a corner and land marked "Reserved as Common Beach"; THENCE South 68 degrees 00'00" West,One Hundred Five(105)feet,more or less,to the pond,as shown on said plan; THENCE in a straight line across the corner of the pond to the Southwest corner of Lot 48 at the point where the Westerly sideline of Lot 48 intersects the shore of the pond; THENCE North 37 degrees 07'20" West,One Hundred Fifty-five(155)feet,more or less, to the first mentioned bound at Lot 49. Being shown as Lot 48 on plan entitled " Subdivision of Land in Centerville, Barnstable, Mass., Bk 27016 Pg 15 #907 Property of Wequaquet Trust, Scale 1' = 60', July 1979", which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 88,Page 13. Together with a small portion of the pond as shown on the above-entitled plan. Together with a right of way in common with others entitled thereto over a thirty (30) foot way, running from Lot 48 to a way marked"Way",as shown on the above mentioned plan,over Lot 49. Said way to be used for the purposes for which ways are commonly used. Together with the right to use the ways, as shown on said plan, in common with all others entitled thereto for such uses as ways are commonly used. The above described premises are conveyed subject to the following restrictions agreed to by the Grantee on acceptance of this Deed, and imposed for the benefit of the remaining land of the Grantors: 1. That no overnight camps,trailers, Quonset huts, steel or iron garages shall be placed upon the described premises. 2.That, if the above described premises are subdivided,the lots therein shall not be less than twelve thousand(12,000)square feet. Meaning and intending to describe and convey the same premises conveyed to Annamarie Barnhart by deed of Gladys Fisher & Elizabeth Hanson dated August 29, 1980 and recorded with the Barnstable County Registry of Deeds in Book 3146,Page 35. PROPERTY ADDRESS: 130 TERN LANE,CENTERVILLE,MA 02632 Witness our hands and seals this 4th day of January,2013. Estate of AnnaMarie B Denise A.Barnhart-Dowling,Exec Brenda Brenda L.Barnhart,Executrix MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 01-07-2013 A 08:48am Ctle: 70 Doc': 907 Fee: $2y359.80 Cons: 56907000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Oate: 01-07--201:3 3 08:48am t:tlf: 70 Doc': Y07 Fp-e: $1r863.00 Cons: $6909000.00 Bk 27016 Pg 16 #907 COMMONWEALTH OF MASSACH_ USETTS Barnstable,ss. On this 4th day of January,2013,before me,the undersigned notary public,personally appeared Brenda L.Barnhart and Denise A.Barnhart-Dowling,Executrixes of the Estate of AnnaMarie B,arnhart,proved to me through satisfactory evidence of identification,which was/were [& or [ ] to be the person(s)whose name(s)is/are signed on the preceding or attached document,and acknowledged to me that he/she/they signed it voluntarily for its stated purpose. /VrV f Notary lic:Michael Schul My Commission Expires: 9/13 13 MCHAEL F.SCHULZ Nawy Putsltc COMMON wfMrat MasaWhWeSls W Cwnmb *A EY006 Boom. 13,2Q13 BARNSTABLE REGISTRY OF DEEDS r UC&IJ *SURETY BONDS* UNITED CASUALTY AND SURETY INSURANCE COMPANY LICENSE AND PERMIT BOND For County, City, Town or Village Only. Not Valid for Contract,Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: BOND NO: 002361 That we, West Bay`Property Management Trust, 770 B1 Main Street, Osterville, MA 02655, as Principal, and UNITED CASUALTY AND SURETY INSURANCE COMPANY, a corporation duly licensed to do business in the State of Massachusetts, as Surety, are held and firmly bound unto the Town of Barnstable, 200 Main Street, Hyannis, MA 02601, as Obligee, in the amount of Five Thousand Dollars and 00/100 ($5,000.00), lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed and/or issued a permit for the purpose of opening and/or occupying a public way located at 130 Tern Lane, Centerville, MA 02632 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances(including all amendments), pertaining to the license or permit, then this obligation to be void, otherwise to remain in full force and effect for a period commencing on the 30th day of August, 2013, and ending on the 30th day of August, 2014, unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal, in care of the Obligee or at such other addresses the Surety deems reasonable, and at the expiration of thirty-five days (35)days from the mailing of notice or as soon thereafter as permitted by applicable law, whichever is later, this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 30th day of August, 2013. West Bay Property Management Trust Princi Witnessed United Ca ty and Surety Insurance Company By Todd S. C r 'gan Attorney-in-Fact 1250 Hancock Str t,Suite 803N,Quincy,MA 02169*617-471-1112 UC&S 002361 - Power No: UNITED CASUALTY AND SURETY INSURANCE COMPANY QUINCY,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation of the Commonwealth of Massachusetts,does hereby make,constitute and appoint Todd S. Carrigan its true and lawful Attorney-in-Fact,with#all power and authorit for and on behalf of the Company as surety,to executeanddeliver and affix the seal of the Company thereto,if a seal is required,bonds,undertaidngs,recognizances,consents of surety or other written moons in the nature thereof,as follows: - Any and all bonds,undertakings,recognizances,consents of surety or other written obligations in the nature thereof and to bind UNITED CASUALTY AND SURETY INSURANCE COMPANY,thereby,and all of the acts of said Attorney-in-Fact pursuant to these presents,are heift ratified and confirmed. This powerof attorney is signed and sealed by facsimile under and by authority of the foIlor g Resolutions adopted by the Board of Directors of UNITED CASUALTYAND SURETY INSURANCE COMPANY at a meeting duly called and held on the I"day of July, 1993 which Resolutions are now in full force and effect: Resolved that the President,Treasure,or Sccretmy be and they are hereby authorized and empowered to appoint Attomeys-in-Fact of the Company,in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the naturethereof with power to attach therM the scat ofdm Company-Any such writings so executed by such Attomeys-in-Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly i -officers of the Company in their own proper persons- This power of attorney is signed and sealed byesimile under and by the authority of the following Resolution adopted7by the Board of Directors of UNITED CASUALTYAND SURETY INSURANCE COMPANY,at a meeting duly called and held on the I"day of July,1993: That the signature of any officer authorized by Resolutions of this Board and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certificatiou of either given for the execution of any bond,undertaking,recognizance or other written obligation in the nanae-thercof such signature and seal,when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and cflect as thous--,rally affixed- IN WITNESS WHEREOF,UNITED CASUALTY AND SURETY INSURANCE COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 14th day of July,2010. UNITED CASU AND URETY INSURANCE COMPANY Todd S.Carrigan,Pre - CommowA,ealth of Massachusetts.County of Suffolk ss: On this 14th day ofluly in the year 2010 before me personally came Todd S_Carrigan to me known,who,being by me duly sworn,did depose and say:that he ruts in the Commonwealth of Massachusetts;that he is President of UNITED CASUALTY AND SURETY INSURANCE COMPANY, dw corporation described in and which executed the above instrument; thatAmmigned his name thereto by the above quoted authori -that he kwws the seal of said corporation;that said seat affixed to said instrumental soch corporate seal,and that it wasso affixed by authority of his office under the by-laws of said corporation Caitlin L.Flanagan Notary Public Commonwealth of Massachusetts My Commission Expires Notary Public = = 0511412015 I,Timothy M-.Carrigan,Treasurer of UNIT_ UALTY AND SURETY INSURANCE COMPANY,certify that the foregoing pow ` attorney, and the above quoted Resolutions of the Board of Directors of July 1, 1993 have not been abridged or revoked and are now in full force and effect_ Signed and sealed by its proper officer and its corporate seal to be hereunto affixed this day, 30 th day of August, 2013 �'Mothy M_Carrig ,T asurer TO CONFIRIvi AUTHENTICITY OF THIS BOND OR DOCUMENT CALL(800) 829-2663 s, -v I Kan't Kopy K1 f I Kan't Kopy K1 Security Paper 3 ! Security Paper • Hidden Pantograph I Hidden Pantograph • Color Match ( Color Match Artificial Watermark i Artificial Watermark • Anti-Copy Coin Rub Anti-Copy Coin Rub • Erasure Protection I Erasure Protection • Security Features Box Security Features Box • Microprint Protection Microprint Protection • Acid Free Acid Free Kan't Kopy K1i Kan't Kopy°KII !! f Security Paper Security Paper • Hidden Pantograph • Hidden Pantograph • Color Match • Color Match { Artificial Watermark Artificial Watermark ( Anti-Copy Coin Rub Anti-Copy Coin Rub 1 i Erasure Protection Erasure Protection • Security Features Box r Security Features Box • Microprint Protection Microprint Protection • Acid Free Acid Free i JOB A TAYLOR DESIGN ASSOC., INC. SHEET NO. i OF�� P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY DATE_, Tel./Fax: (508) 790-4686 vAOF 4 CHECKED BY DATE �© A.JW 3nrSCALE . / ..........._ .. .... ?_$ArCb+Ed9t5 TYg.......... 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IC.- z �. tZ '' : .._ t D. qv_. ... 0 0 d x 3 k 1 Z '1-7 C7 1$� i HOME IMPROVEMENT CONTRACTORS REGISTRATION oard of Building Regulations and Standards V One Ashburton Place - Room 1301 Boston , Massachusetts 02108 HOME IMPROVEMENT CONTRACTOR - -- - Registration 127267 Expiration 09/30/00 Type - INDIVIDUAL HOME IMPROVEMENT CONTRACTOR Registration 127267 TIMOTHY D STORER Type - INDIVIDUAL TIMOTHY D . STORER Expiration 09/30/00 50 REDWOOD LANE HYANNISPORT MA 02601 TIMOTHY D STORER � pT�IMOTHY D. STORER 9�EDWOOD LANE ADMINISTRATOR HYANNISPORT MA 02601 PF f •. _ The Commonwealth of Massachusetts — Department of Industrial Accidents Affeo 81108s089oos - - 600 Washington Street - - . Boston,Mass. 02111 — Workers' Co m eusation Insurance Affidavit 0�00//O//O/�����/O/OO��/O/�������i.��� '�'���'f����//00��0�����0���0��/O/����/O/O��O���%/��0����/00����/ name: ---- 6 717` / ') -9 r-0 location: , , 0 k1h.--`i &D �,A ) . . ma�yy// city /`�S°'/ J/ fs /Zl-, OH O/ phone# :�7/ —' 2e"1 2-2. ❑ I am a homeowner performing all work myself. . [�am a sole netor and have no one worlds ' ca achy %%%%%%%%%%%%% % %/ %%% %%%%%%%%%%%%% %%%%%%%%%/%%%��%%%//%%%%%%%��%%//%/%��%%%%%%%%�%%�%%////%/O/ 2'///////l ❑:I am an employer providing workers'compensation for.my employees working on this job. gomnanv n :::::..::..... .. . ddress......... . ... <>.>:::.: .:::...::::.:.::. a .....;:.;:.;::.: .:::.::.::.::... .....:.,.:::.:::::::::. :. ...... ... ::.-::>:::>..:::- - .. .......::.::..:::..:::::.. .%.;. .::...:::::.:::: :::::::::::::.:..:..... cites`:;:'...:.;...:.:::>::::>:>.>::<::>: :::>:::: ::..;<::....:.. ::.:.. .:: .:nhane#::;.;: ;;::.>:;: .................... :: insuranc ::::.:. ::.: L. % bli # 11 ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices: . . ........................................... ................................ anv name : ':;:;:.;::::.;.;:::::;;.:;.....;..;.-;::.:>::.;:.;:.;:.;;>;>;::;.;;;:.;:;; ttOmp ....... ::.:::-: ; < :.:::::.:.... adtltess.. ..... .,. ,. :. .:... :...•.::::::: .......::::..::::.:::::..:.:.: �::::,::•:. »:::z::»>::>> >::»;;»>::»»»»>:. ::::::::::::::::::::::::.:::;;:.;:::::::.;':::::::::::::::,*...............::::::.............. ....;............ ::........::.................:...:.::::::.>.>:::::;.::;:>::>::::::>;:::;:;:::;;;<;;::.:;;_::::;;;<:>::>:;:>;':;::: :»:. ., :::::::: ::.:::::::::::.:;.:.:::...::;:::.:::::::::::::::::::::::::::::.;':::::.::.::.;•::.::.:...........:...........:.......; ::::::::::;::::.......:...:.:.::;.::.::.;:.:..............:....:..:.:.:.... :..:.:.;:;::. ..................................................................... ::•:w::::::v::::..v::::.v::::.......................................................................................P.........................v: ................................ ...v:.............................'.........�.:::.v::x::n4.w::: ::::.v....... :. xx- v::':ii:i:;::.:•:;4::i:i:::nisi ':::::,:.:'.::::::::..::.:::::::: ..:.... v::::::::::::%::v:..:w:::: .::::::::::::::::::::11.L .. ..:•, risi: :^':i.4i'''ii:Lt iii:i::ii4iil'Y:ii:nisi::;i:;f<:{:;:::y>i}ii isi`::i:::ii::iJ.::ii:iiiiii'iif! . . :: ............ ..... ..:.:::v. ................::::::::::::.:::. .. : .v.�:::i:::ii:T:v) ;..J ::Yi:;;:}:;:;:;;;;:i::::::+%:;:%:::::;::::::::%;::::;:`:'i ;:;ii: ;;i;::v:::ii:Gi::;iii::::i:;i; :i::::5::`:::::::.ii:....is i;`.;.;::;:::<:';::::::':::..:::::::;:;:>Y:isi- :�i::::+::':YS:::::::is>.:.....:::::^:i.Ii' :::::::::::.:............................ ...........;^:nisi::•`::::::::::u:::::::. ii:!4:•i:ti•tiv.:v::..•••::i::::::::::::.v:. .........:.::::::::(:•.:::::::::::::::..............:.................. ........::.......:::+::..............................:.......................... ............... . ..............::: .... 4.......................... is ::.: ::::;;;•i:•nJsi:•sn:>n}iX:;i i:•ii:.--:'J:•iJiiini ry::::::::v v.v.m.vv. .....h....,..... Q::;;:;;:is r:>s?..:;:.:;;:; :...;:y;::.:;::;:;;:;::;p;:;.;»'?'::::•:`?;::::;^;:on:<:,.:;;:;r,;.;:<^;.:':;::;:;::;>;;?:;<};:;;»?>;:: �1 '..:#: k:;;:;:j ^`.:2;+::Y:2`. Si%!:'::.::.::.:::::::.�::::::.�::.. ::.... ................... nsurance.c lr //ti uaasav na .............................................. 8d/IT 5 <: :a3:3z<w:'>: .::..: ..;..y.;::::::::.::::::.:. ;:::;K.. !:f^': i t3. .':' .. .. .... .... .... ..... ...:............. .:.::...:...:: .::::::.. % ::zu:2 :- ......,....:,:.:::.::...::.....::..:..........,:.....::...:::.:::....:::::::.:.:..........:........,.......:.�:1.::::.vto.�:::::::....:.. :::::..�:::::::::.::::::.�:::::::::• ranee:ca >< :.:.. _... __ Fafiure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00=d/or one years'hnprisomnent as well as dvfi penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statnnent may be forwarded to the Office of Investigations of the DIA for coverage verification. , I do hereby th mar p o erjury that the information provided above is&w..and correct �� /-`� 11 S /?P ignature_ Date _ Print name ll O / , Phone# 7 21 lr T�4 oifidai use only do not write in tMs area to be completed by city or town official . city or town: pernO icense# ❑Building Department . ❑Licensing Board ❑checicif homediate response is required " ❑Selectmen's Office ❑HeW&Deparbnent contact person: phone#; ❑Other (wind 9195 PIA) al Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", 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 e: 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 section 25 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,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 in the workers compensation affidavit coin letel b checking the box that applies to our situation and mP P Y� Y g PP Y Supplying' c an names address and hone numbers along with a certificate of insurance as all affidavits may be company � P g Y 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. City or Towns 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. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Invesugatlons 600 Washington Street Boston; Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 °: The Town of Barnstable • .r►xr,sr XM • MASS 9eb 1659. Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. r Type of Work: O®/e- (•U C Estimated Cost w" ©y Address of Work: / f �'%C> a d- C /7�4 u Owner's Name: /U2'/7 '6i4,tl 1-1#x T Date of Application: zz� I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY [hereby apply for aQpermi a ent of the owner: r �U A � 6 D e Contractor Name Registration No. OR Date Owner's Name q:fortns:Affidav ` r \ ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# %�P Health Division Date Issued Conservation Division Fee % S� Tax Collector JTreasurer Planning Dept. Date Definitive Plan Approved by Planning Board , Historic-OKH Preservation/Hyannis 10roject Street Address "Village :�'f►,%�i� (//LL Owner IIAIAIW ! Address / 3 © j /Z X,/ L Telephone 7 Permit Request 9�E - goo 2d.b, L c�7�" 'ULID Square feet: 1 st floor:existing proposed 2nd floor: existing proposed Total new Estimated Project Co �e(06 ZoningDistrict Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No ��N, Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:0-existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: k - Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes ❑No If yes,site plan review# - Current Use Proposed Use BUILDER INFORMATION Name Z4 QT& 12, S(D��2& Telephone Number Address �f O,Rx56, z ,0Q6 f A.) License# C s d .5 (! &;5- Home Improvement Contractor# �/4, 7,2�,�,, Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A6U1U/e— SIGNATURE DATE f __ I "FOR"OFFICIAL USE ONLY ` PERMIT,)10. DATE ISSUED - MAP/PARCEL NO. } r ADDRESS VILLAGE V - OWNER�,cf DATE OF INSPECTIO r FOUNDATION F.O , FRAME INSULATION FIREPLACE _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL :3 GAS: ^ROUGH FINAL �' M1 �_ x ( • # N' - ' 1 t 3 } FINAL BUILDING ' M1 t ` DATE CLOSED-OUT , ASSOCIATION PLAN NO. , - f Ma%sachuscttr Department of Public Safct% Bourd of Building Regulations and Standards Construction Supervisor License License: CS 9M2 ADAM HOSTETTER 770 SUITE A MAIN ST. 0STERVILLE;.MA,02655' Expiration: 12/2212013 ('.mml slung.' TrN: 7378 r, t - F��cnirriirurrrrrn�/�r/Cia�rJ�nr�ruc/% �\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: eglstratlon: 152124 Type: Office of Consumer Affairs and Business Regulation ` e 10 Park Plaza-Suite 5170 xpiration: 8/2/2014 DBA i Boston,MA 02116 i WEST BAY MANAGEMENT TRUST ADAM HOSTETTER i 770 A MAIN ST. OSTERVILLE, MA 02655 Unde�secrc�y Not valid without signature • I c c � IMES Evaluation Report ESR-2072 Reissued September 1, 2013 This report is subject to renewal September 1, 2015. . www.icc-es.org 1 (800)423-6587 (562)699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00--THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 BaysealTm Closed Cell Foam Plastic Insulation: Section:07 21 00—Thermal Insulation Section:07 25 00—Water-Resistive Barriers/Weather BaysealTm Polar Closed Cell'spray-applied polyurethane Barriers foam insulation comprises a series of products designated: Bayseal'rm CC; Bayseal"'m CC Polar; REPORT HOLDER: BaysealTm CC X;and BaysealTm CC XP. Bayseal"'m Closed Cell spray polyurethane foam insulation is medium-density BAYER MATERIALSCIENCE,LLC polyurethane foam plastic intended to be installed as a 2400 SPRING STUEBNER ROAD component of floor/ceiling and wall assemblies. The SPRING,TEXAS 77389 material is a two-component, closed cell, one-to-one-by- (800)226-3626 volume spray foam insulation with a nominal density of www.spf.bavermateriaiscience.com 1.9 pcf(30 kg/m3). The insulation is produced in the field by combining a polymeric isocyanate(A component)with a EVALUATION SUBJECT: polymeric resin blend (B component). The insulation liquid components have a shelf life of six months, are supplied in BAYSEALTm CLOSED CELL SPRAY-APPLIED nominally 55-gallon (208 L) drums and,must be stored at POLYURETHANE FOAM INSULATION temperatures between 70OF (21°C) and 80°F (27°C) a minimum of 48 hours prior to use. 1.0 EVALUATION SCOPE 3.2 Surface-burning Characteristics: Compliance with the following codes: The .insulation at a maximum thickness of 4 inches ■ 2012 and 2009 International Building Code®(IBC) (102 mm) and a nominal density of 1.9 pcf(30 kg/m3) has ■ 2012 and 2009 International Residential Code®(IRC) a flame-spread index of 25 or less and a smoke-developed ■ 2012 and 2009 International Energy Conservation index of 450 or less when tested in accordance with ASTM ® E84. Thicknesses of up to 8 inches (203 mm) for wall Code (IECC) cavities and 12 inches (305 mm) for ceiling cavities are ■ Other Codes(see Section 8) recognized based on room corner fire testing :in Properties evaluated: accordance with NFPA 286,when covered with a minimum ■ Surface-burning characteristics /2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with;and installed in accordance ■ Physical properties with,the applicable code. ■ Thermal resistance 3.3 Thermal Resistance(R-values): ■ Attic and crawl space installation The insulation has thermal resistance (R-value) at a mean ■ Air permeability temperature of 75°F(24°C)as shown in Table 1: ■ Vapor permeance 3.4 Vapor Permeance: ■ Water-resistive barrier The foam plastic has a vapor permeance of less than ■ Exterior walls in Types 1 through IV construction 1 perm (5.7x10-11 kg/Pa-s-m )when applied at a minimum 2.0 USES thickness of 1 inch (25.4 mm) and may be used where a Class II vapor retarder is required by the applicable code. BaysealTm Closed Cell spray foam insulation is used as 3.5 Air Permeability: thermal insulating materials in Type I, II, Ill, IV and V construction under the IBC and dwellings under the IRC. BaysealTm Closed Cell spray. foam insulation is air- See Section 4.6 for use in Type 1, 11, Ill and IV construction. impermeable in accordance with Section R806.4 of the The insulation is for use in wall cavities,floor assemblies or IRC, at a minimum thickness of 3/4-inches (19.1 mm), ceiling assemblies, or attics and crawl spaces when based on.testing in accordance with ASTM E283. installed in accordance with Section 4.0. When installed in 3.6 Bayseallm IC Intumescent Coating: accordance with Section 4.5, the insulation may be used as an alternative to water-resistive barriers required in IBC BaysealTm IC intumescent coating is. a one-component, Section 1404.2 and IRC Section R703.2. water-based..polymer coating. BaysealTM IC intumescent ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,.LLC express or implied as to airy jouhng or other matter in this report,or as to any product covered by the,report. M eux wxu Copyright©2013 Page 7 of 6 ESR-2072 I Most Widely Accepted and Trusted Page 2 of 5 coating is supplied in 5-gallon (19 L) pails and 55-gallon 4.3.2 Application without a Prescriptive Thermal (208 L)drums and has a shelf life of one year when stored Barrier: in a factory-sealed container at temperatures of 50°F (10°C)or above. 4.3.2.1 Application with Flame Seal TB Intumescent + Coating:The prescribed 15-minute thermal barrier may be 3.7 Flame Seale TB Intumescent Coating: ]. omitted when installation is in accordance with this section. ® The BaysealTTM Closed Cell insulation and Flame Seale TB Flame Seal TB, manufactured by Flame Seal.Products system may be used in lieu of the prescribed 15-minute Inc., is a two-component, four-to-one-by-volume, liquid- thermal barrier. The foam plastic insulation thickness must applied, water-based polymer intumescent coating. The not exceed 6 inches (152 mm) in walls and ceilings, and coating is supplied in 5-gallon (19 L) pails and 55-gallon the insulation must be covered with 18 dry mils (0.46 mm) (208 L) drums and has a shelf life of six months when of Flame Seale TB intumescent coating applied at a stored in a factory-sealed container at temperatures minimum rate of 1.6 gallons (6 L) per 100 square feet between 40°F and 90°F(4°C and 32°C). f (9.3 mZ). The substrate must be dry, clean and free of dirt 3.8 TPRZ Fireshell®BMS-TC Intumescent Coating: and loose debris or other substances that could interfere with the adhesion of the coating. Flame Seal TB may be TPRZ Fireshell® BMS-TC intumescent coating, applied by airless sprayer at ambient temperatures manufactured by TPRZ Corporation, is a one-component, between 50°F and 115°F (10°C and 46°C) and relative water-based polymer coating. The coating is supplied in humidity of less than 70 percent. 5-gallon (19 L) pails and 55-gallon (208 L) drums and has 4.3.2.2 Application with TPRZ Fireshell® BMS-TC a shelf life of one year when stored in factory-sealed Intumescent Coating: The prescribed 15-minute thermal containers at temperatures of 50°F(10°C)and above. barrier may be omitted when installation is in accordance 3.9 Paint to Protect®DC-315 Intumescent Coating: with this section.The BaysealTM Closed Cell insulation and ® I TPRZ Fireshell® BMS-TC intumescent coating may be Paint to Protect DC-315 intumescent coating, used in lieu of the prescribed 15-minute thermal barrier. manufactured by International Fireproof Technology, Inc., The foam plastic insulation thickness must not exceed 71/4 is a one-component, water-based coating. The coating is inches (184 mm) in walls and 91/4 inches (235 mm) in supplied in 5-gallon (19 L) pails and 55-gallon (208 L) ceilings, and the insulation must be covered with 12 dry drums and has a shelf life of two years when stored in mils(0.30 mm) [20 wet mils(0.51 mm)], at a minimum rate factory-sealed containers at temperatures between 50°F of 1.24 gallons (4.7 L) per 100 square feet (9.3 mZ)]. The (10°C)and 80°F(27°C). i substrate must be dry, clean and free of dirt and loose 4.0 INSTALLATION i' debris or other substances that could interfere with the adhesion of the coating. TPRZ Fireshell® BMS-TC 4.1 General: intumescent coating may be applied by airless sprayer, BaysealTM Closed Cell spray foam insulation must be conventional spray, medium knap roller or brush at installed in accordance with the manufacturer's published ambient temperatures between 62°F and 95°F (16°C and installation instructions and this report. A copy of the 35°C)and relative humidity of less than 70 percent. manufacturer's published installation instructions must be 4.3.2.3 Application with Paint to Protect DC-315 available at all times on the jobsite during installation: Intumescent Coating: The prescribed 15-minute thermal 4.2 Application: barrier may be omitted when installation is in accordance with this section. The BaysealTM Closed Cell insulation The insulation is spray-applied :on the jobsite l using and Paint to Protect® DC-315 intumescent coating system volumetric positive displacement pumps as identified in the may be used in lieu of the prescribed 15-minute thermal Bayer MaterialScience application instructions. The barrier. The foam plastic insulation thickness must not maximum service temperature must not exceed that exceed 71/4 inches (184 mm) in walls and in ceilings specified in the manufacturer's published installation and the insulation must be covered with 12 dry mils[18 wet' instructions.The foam plastic must not be used in electrical mils(0.45 mm)], at a minimum rate of 1.12 gallons(4.23 L) outlet or junction boxes or in contact with water. The foam per 100 square feet (9.3 mZ). The substrate must be dry, plastic must not be sprayed onto a substrate that is wet, or clean and free of dirt and loose debris or other substances covered with frost or ice, loose scales, rust,oil, or grease. that could interfere with the adhesion of the coating. Paint to Protect®DC-315 intumescent coating may be applied by The insulation may be applied at a maximum thickness airless sprayer at ambient temperatures between 50°F and of 2 inches (51 mm) per pass up to the maximum total 105°F (10°C and 41°C) and relative humidity of less than thickness as specified in Sections 3.2, 4.3 and 4.4. 80 percent. Additional passes may be applied after ten minutes or 4.3.2.4 Use as Interior Finish: The Ba sealTM Closed more of curing time. y Cell spray-applied polyurethane foam insulation and 4.3 Thermal Barrier: intumescent coating systems, as described in Section 4.3.1 Application with a Prescriptive Thermal Barrier: 4.3.2.1,4.3.2.2 or 4.3.2.3 may be used as an interior finish BaysealTM Closed Cell spray.foam insulation must be in all construction types under the IBC and dwellings under separated from the interior of the building by an approved the IRC. thermal barrier of 1/2-inch-thick (12.7 mm) gypsum 4.4 Attics and Crawl Spaces: wallboard or an equivalent 15-minute thermal-barrier 4.4.1 Application with a Prescriptive Ignition Barrier: complying with, and installed in accordance with, IBC When BaysealTM Closed Cell insulation is installed within Section 2603A or IRC Section R316.4, as applicable. attics or crawl spaces where entry is made only for service Thicknesses of up to 8 inches (203 mm) for wall cavities of utilities, an ignition barrier must be installed in and 12 inches (305 mm) for ceiling cavities are accordance with IBC Section 2603.4.1.6 or IRC Sections recognized, based on room corner fire testing in R316.5.3 and R316.5.4, as applicable. The ignition barrier accordance wi.th.NFPA 286. must be consistent with the requirements for the type of ESR-2072 I Most Widely Accepted and Trusted Page 3 of 5 construction required by the applicable code, and must be ignition barrier in accordance with IBC Section 2603.4 and installed in a manner so the foam plastic insulation is not IRC Section R316.5.3 may be omitted. exposed. The insulation as described in this section may 4.4.3 Attic Floors: be installed in unvented attics in accordance with 2012 IRC Section R806.5 or the 2009 IRC Section R806.4. 4.4.3.1 Use on Attic Floors with BaysealTM' IC Intumescent Coating: BaysealTM Closed Cell insulation 4.4.2 Application without a Prescriptive Ignition may be installed at a maximum thickness of 8 inches(203 Barrier: mm) between and over the joists in attic floors. All foam 4.4.2.1 General: Where BaysealTm Closed, Cell plastic surfaces must be covered with 4 dry mils (0.1 mm) insulation is installed without a prescriptive ignition barrier of BaysealTm IC intumescent coating uniformly applied at a as described in Section 4.4.2.2, 4.4.2.3, 4.4.3.1 or 4.4.3.2, rate of 0.5 gallons (1.9 l.) per100 square feet (9.3 m2). in attics and crawl spaces,the following conditions apply: BaysealTm IC intumescent coating may be applied by ■ Entry to the attic or crawl space is only to service utilities brush, roller or airless sprayer at ambient temperatures and no storage is permitted. ; between 50°F and 115°F (101C and 46°C) and relative ■ There are no interconnected attic or crawl space areas. humidity of less than 75 percent. Surfaces to be coatedmust be dry, clean, and free of dirt, loose debris and any ■ Air in the attic or crawl space is not circulated to other other substances that could interfere with adhesion of the parts of the building. coating.The insulation must be separated from the interior ■ Under-floor (crawl space) ventilation is provided when of the building (beneath the attic)_by an approved thermal required by IBC Section 1203.3 or IRC Section R408.1, barrier. The ignition barrier in accordance with IBC Section as applicable. 2603.4 and IRC Section R316.5.3 may be omitted. ■ Attic ventilation is provided when required by IBC 4.4.3.2 Use of BaysealTm CC X and BaysealTm CC XP Section 1203.2 or IRC Section R806, except, when Closed Cell Insulation on Attic Floors without air-impermeable insulation is permitted in unvented Intumescent Coating: BaysealTm CC X or BaysealTm CC attics in accordance with 2012 Section R806.5 or 2009 XP Closed Cell insulation may be installed exposed at a IRC Section R806.4. maximum thickness of 71/4 inches (184 mm) between and ■ Combustion air must be provided in accordance with over joists in attic floors without a code-prescribed ignition barrier or intumescent coating. The insulation must be n 701 of the 2009 International Mechanical Code®Section , t separated from the interior of the building by an approved thermal barrier. The ignition barrier in accordance with IBC 4.4.2.2 Use with BaysealTm IC intumescent Coating: Section 2603.4.1.6 and IRC Section R316.5.3 may be BaysealTm Closed Cell insulation may be spray-applied to omitted. the underside of roof sheathing and/or rafters, and the 4.5 Water-resistive Barrier: underside of wood floors and/or floor joists in crawl spaces as described in this section. The thickness of the foam BaysealTm Closed Cell spray-applied polyurethane foam plastic applied to the underside of the wood floor or roof insulation may be used as the water-resistive barrier sheathing must not exceed 12 inches (305 mm). The prescribed in IBC Section 1404.2 and IRC Section R703.2, thickness of the spray foam insulation applied to vertical when installed on exterior walls as described in this wall surfaces in attics and crawl spaces must not exceed 8 section. The insulation must be spray-applied to the inches (203 mm). All foam plastic surfaces must be exterior side of the sheathing, masonry or other suitable covered with 4 dry mils (0.1 mm) of BaysealTTM IC exterior wall substrates to form a continuous layer of 1 inch intumescent coating, applied at a rate of 0.5 gallon (1.9 Q (25.4 mm) minimum thickness. All construction joints and per 100 square feet (9.3 m2). BaysealTm IC intumescent penetrations are to be completely sealed with BaysealTM coating may be applied by brush, roller or airless sprayer. Closed Cell insulation. Optionally, self-adhering flexible at ambient temperatures between 50°F and 115°F (10°C flashing materials complying with ICC-ES Acceptance and 46°C) and relative humidity of less than 75 percent.. Criteria for Flexible Flashing (AC148), dated February Surfaces to be coated must be dry, clean, and free of dirt, 2011, may be installed around penetrations and openings loose debris and any other substances that could interfere prior to application of the BaysealTm Closed Cell spray- with adhesion of the coating. BaysealTm Closed Cell applied insulation. insulation, as described in this section, may be installed in 4.6 Exterior Walls in Types I, II, III and IV unvented attics in accordance with IRC Section R806.4. Construction: 4.4.2.3 Application of BaysealTm CC X and BaysealTm When used on walls of Type I, II, III and IV construction, CC XP Closed Cell Insulation without Intumescent the assembly in which the BaysealTm Closed Cell spray- Coating: BaysealTM CC X or Bayseal'rm CC XP Closed applied polyurethane insulation is used must comply with Cell insulation may be spray-applied to the underside of Section 2603.5 of the IBC and must be installed at a roof sheathing and/or rafters and the underside of wood maximum thickness of 3.25 inches (82.6 mm) in floors and/or floor joists in crawl spaces as described in accordance with the manufacturer's published installation this section. The thickness of the foam plastic applied to instructions and this report. The potential heat of the the underside of the wood floor or roof sheathing must not BaysealTm, Closed Cell spray-applied polyurethane exceed 111/4 inches(286 mm): insulation is 1838 Btu/ftz(20.9 MJ/mZ)per inch of thickness The thickness of the foam plastic insulation applied to when tested in accordance with NFPA 259. Wall vertical surfaces in attics and crawl spaces must not assemblies complying with this section must be as exceed 71/4 inches (184 mm). BaysealTm.. CC IX or described in Table 2. BaysealTm CC XP Closed Cell insulation, as described in 5.0 CONDITIONS OF USE this section, may be installed in unvented attics in The BaysealTm Closed Cell spray-applied foam plastic accordance with 2012 IRC Section R806.5 or 2009 IRC insulations described in this report comply with, or are Section R806.4. suitable alternatives to what is specified in, those codes When BaysealTm CC X or BaysealTm CC XP Closed Cell listed in Section l of this report, subject to the following insulation is installed in accordance with this section, the conditions: . i ESR-2072 I Most Widely Accepted and Trusted Page 4 of 5 5.1 The products must be installed in accordance with the telephone number; the product name (BaysealTm CC, manufacturer's published installation instructions, this BaysealTM' CC Polar, Bayseal'rm CC X or BaysealTm CC evaluation report and the applicable code. The XP); mixing instructions; the density; the flame-spread and instructions within this report govern if there are any smoke-development indices; the evaluation report number conflicts between the manufacturers' published (ESR-2072); and the name of the inspection agency installation instructions and this report. (UL LLC). 5.2 The insulation must be separated from the interior of Intumescent coatings are identified with the the building by an approved 15-minute thermal manufacturer's name and address, the product name and barrier, except when installation is as described in use instructions. Sections 4.3.2 and 4.4. 5.3 The insulation must not exceed the thicknesses noted 8.0 OTHER CODES in Sections 3.2,4.3 and 4.4 of this report. iIn addition to the codes referenced in Section 1.0, the products described in this report were evaluated for 5.4 The insulation must be protected from prolonged compliance with the requirements of the following codes: exposure to weather during application. ' 5.5 The insulation must be applied by contractors certified 2006 International Building Code®(2006 IBC) by Bayer MaterialSdence, LLC. ■ 2006 International Residential Code®(2006 IRC) 5.6 When use is on buildings of Types I, II, 111 and IV ■ 2006 International Energy Conservation Code® (2006 construction, construction must be as described in, IECC) Section 4.6 and Table 2. ', 2003 International Building Code®(2003 IBC) 5.7 Use of the insulation in areas where the probability of ■ termite infestation is "very heavy" must be in ■ 2003 International Residential Code®(2003 IRC) accordance with IRC Section R318.4 or IBC Section 2603.8, as applicable. ■ 2003 International Energy Conservation Code (2003 IECC). 5.8 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 The products comply with the above-mentioned codes as and IECC Sections 303.1.1 and 303.1.2, as described in Sections 2.0 through 7.0 of this report, with applicable. the revisions noted below. 5.9 Use of the insulations in fire-resistance-rated ■ Application with a Prescriptive Thermal Barrier:See construction is outside the scope of this report. ' Section 4.3.1, except the approved thermal barrier must 5.10 BaysealTm Closed Cell spray-applied foam insulations be installed in accordance with Section R314.4 of the are produced by Bayer MaterialScience, LLC, in 2006 IRC or Section R314.1.2 of the 2003 IRC, as Spring, Texas, under a quality control program with applicable: inspections by UL LLC(AA-668). ■ Application with a Prescriptive Ignition Barrier: See 6.0 EVIDENCE SUBMITTED Section 4.4.1 except attics must be vented in accordance with Section 1203.2 of the 2006 and 2003 6.1 Data in accordance with the ICC-ES Acceptance IBC or Section R806 of the 2003 IRC, and crawl space Criteria for Spray-applied Foam Plastic Insulation ventilation must be in accordance with IBC Section (AC377), dated June 2012, including reports of tests 1203.3 of the 2006 and 2003 IBC or IRC Section R408, in accordance with Appendix X. ? k as applicable. Additionally, an ignition barrier must be 6.2 Reports of room corner tests in accordance with installed in accordance with Sections R314.5.3 or NFPA 286 and UL 1715. I R314.5.4 of the 2006 IRC or Section R314.2.3 of the 6.3 Report of potential heat of foam' plastics tests in 2003 IRC,as applicable. accordance with NFPA 259. ■ Application without a Prescriptive Ignition Barrier: 6.4 Report of air leakage tests in accordance with ASTM See Section 4.3.2, except attics must be vented in E283 accordance with Section 1203.2 of the 2006 and 2003 IBC or Section R806 of the 2003 IRC, and crawl space 6.5 Data in accordance with the ICC-ES Acceptance ventilation must be in accordance with IBC Section Criteria for Foam Plastic Sheathing Panels Used as 1203.3 of the 2006 and 2003 IBC or IRC Section R408, Water-resistive Barriers(AC71), dated February 2003 as applicable. (editorially revised March 2011). ■ Protection against Termites: See Section 5.7, except 6.6 Report of water vapor, transmission testing in use of the insulation in areas where the probability of accordance with ASTM E96. termite infestation is "very heave vy" must be in 6.7 Report of fire propagation characteristics testing' in accordance with Section R320.5 of the 2006 IRC or accordance with NFPA 285. Section R320.4 of the 2003 IRC. 6.8 An engineering analysis supporting the report of ■ Jobsite Certification and Labeling: See Section 5.9, testing in accordance with NFPA 285. except jobsite certification and labeling must comply 7.0 IDENTIFICATION i with Sections 102.1.1 and 102.1.1.1, as applicable, of d the 2006 IECC. Components for BaysealTm Closed Cell spray-applied foam „ plastic insulations are identified with the manufacturer's name (Bayer MaterialScience, LLC), address d and v 1 F ESR-2072 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE(R-VALUES)' THICKNESS(inches) R-VALUE(-F.fe.h/Btu) 1 6.9 2 14 3 21 3.5 24 4 28, 5 34 5.5 38 6 41 7 �.. 48. 7.5 52 8 55 9 L 62 10 69 11 76 12 83. For SI:1 inch=25.5 mm;1°F.fe.h/Btu 0.176 1101K.nMV. 'R-values are calculated based on tested K values at 1 and 3.5-inch thicknesses. - I TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System— 1—Concrete wall Use either 1,2 or 3 2—Concrete masonry wall 3-1 layer 5/8-inch-thick'Type X gy,psum wallboard complying with ASTM C36 or C1396 on the interior,installed over minimum 3/e-inch-deep,No.20 gage,C-shaped steel studs,spaced a maximum of 24 inches on center with lateral bracing every 4 feet vertically.Gypsum wallboard must be attached with No.6,11/4-inch-long self-tapping screws located 8 inches on center along the perimeter and in the field of wallboard.Gypsum wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216 Floorline Firestopping 4 pcf mineral wool(e.g.,Thermafiber)in each stud cavity at each floorline,attached with Z-Gips Cavity Insulation—Use either 1,2 or 3 1—None 2—Fiberglass batt insulation(faced or unfaced) , 3—Bayseal closed cell or open cell insulation Exterior Sheathing—Use either 1 or 2 1—'/2-inch thick,exterior-type gypsum sheathing 2—5/6-inch-thick,exterior-type gypsum sheathing . Exterior Insulation - Bayseal'*'closed cell SPF,up to a maximum nominal thickness of 3 inches Exterior Wall Covering— .1—Brick-standard nominally 4-inch-thick clay brick;brick veneer anchors—standard types Use either 1,2 or 3 installed a maximum of 24 inches OC vertically on each stud —Maximum 2-inch air gap between exterior insulation and brick 2—Stucco-minimum /4-inch4hick,exterior cement plaster and lath.A secondary water- resistive barrier may be installed between the exterior insulation and the lath.The secondary water-resistive barrier must not be full-coverage asphalt or butyl-based self-adhered membranes 3-Minimum 2-inch-thick limestone.Any standard non-open-jointed installation technique such as ship-lap,etc.,may be used For SI: 1 inch=25.4 mm;1 pcf=16.018 kg/m'. F � B BASER Bayer MaterialScience R BAYSEALTM Cc X Product Information Spray-Applied Polyurethane,Foam Insulation Division 7-Thermal and Moisture Protection Product Description Bayseal CC X foam-forming system is available Bayseal closed-cell X(CC X)spray-applied poly- in two grades for warm and cold weather applica- urethane foam insulation is a two component,HFC- tions;suggested ambient substrate temperatures are 245fa blown,medium density,structural system specified below: designed for commercial, industrial and residential insulation applications. System Substrate/Ambient Temperature Bayseal CC X 50°F to 120T Closed-cell polyurethane foam yields a high R-value Bayseal CC XP 30T to 80T and may help minimize air and moisture infiltration. This product may also help to control problems as- sociated with moisture vapor drive.The fluid applied, expanding nature of Bayseal CC X foam-forming Recommended Uses system during application may also contribute to Walls Unvented Attics increased performance value by helping to seal the Ceilings Floors building envelope. Vented Attics Piping Unvented Crawl Spaces Vented Crawl Spaces The Bayseal CC X foam-forming system is com- Foundations Concrete Slabs prised of an"A"component or aromatic diisocyanate Ducts Tanks manufactured by Bayer MaterialScience LLC and a I Cold Storage Freezers blended"B"component which includes polyols,fire Coolers retarding materials,and additives. As with any product,use of Bayseal CC X foam- forming system must be tested(including,but not ' rBays�eal CC X system has passed the International ' limited to,field testing)in advance by the user to Council Acceptance Criteria 377,.for spray-,,,,) determine suitability. applied polyurethane foam insulation,Appendix X' L without the use of.the prescribed ignition bar- , d without the need foradditionalfire esstant. Page 1 of 4—Document contains'important information and must be read in its entirety. Typical Physical Properties* Properties Test Method Value Fungi Resistance: ASTM G-21 Zero Rating R Value(aged): ASTM C-518 6.9 at 1 inch 24 at 3.5 inches 38 at 5.5 inches, 54 at 7.9 inches, Compressive Strength: ASTM D-1621 25 psi nominal Core Density: ASTM D-1622 2.0 lbsA3 nominal Closed Cell Content: ASTM D-2856 >90% Tensile Strength: ASTM D-1623 60 psi nominal Moisture Vapor Transmission (Permeance): ASTM E-96 0.80 Perms at 1" 0.23 Perms at 3.5" 0.14 Penns at 5.5' 0.10 Perms at 7.9" Water Absorption ASTM D-2842 <2% Dimensional Stability: ASTM D-2126 <10% 158°F&97%R.H. %Change in Volume Air Leakage Rate: ASTM E-2178 <0.02 L s'm-' Surface Burning Characteristics— ASTM E-84 Flame Spread Index <25 4-inches Smoke Developed Index<450 *These items are provided as general information only. They are approximate values and are not part of the product specifications. "These numerical flame spread values are not a true reflection on how this or any material will perform in actual fire conditions. Values extrapolated from 3.5-inch thick sample testing. Environmental Consideration and Wind velocities in excess of 12 miles per hour may Substrate Temperatures result in excessive loss of exotherm and interfere Applicators must recognize and anticipate environ- with the mixing efficiency, affecting foam surface, mental conditions prior to application to ensure the cure,and physical properties and will cause over- highest quality foam and to maximize yield.Ambient spray. Precautions must be taken to prevent damage air and substrate temperature,moisture,and wind to adjacent areas from overspray. velocity are all critical determinants of foam quality and selection of the appropriate reactivity formula- tion. Variations in ambient air and substrate tempera- ture will influence the chemical reaction of the two Storage Conditions components,directly affecting the expansion rate, Store drums at 70°F to 80°F for a minimum of 48 amount of rise,yield,adhesion and the resultant hours before use. Materials in containers should be physical properties of the foam insulation. maintained at 65°F to 85°F while in use. Conditioned trailers or tanks may be necessary. Material tempera- To obtain optimum results,the Bayseal CC X sys- ture should be confirmed with a thermometer or an tem should only be spray-applied to substrates when infrared gun. Do not configure equipment to recircu- ambient air and surface temperatures fall within the late Bayseal CC X system components from ro or- P Y Y P P P range of 30°F and 120°F.All substrates to be sprayed tioner back into drum. Do not recirculate or mix other must be free of dirt, soil,grease,oil and moisture suppliers'"A"or`B"component into Bayseal CC X prior to application. Moisture in any form: exces- system containers. sive humidity(>85%R.H.),rain,fog,or ice will react chemically and will adversely affect system performance and corresponding physical properties. CAUTION: If components are below suggested Application should not take place when the ambient temperatures,the increased viscosity of the com- temperature is within 5°F of the dew point. Primers ponents may cause pump cavitation resulting in may be necessary depending upon conditions;consult unacceptable SPF application. If components are a Bayer MaterialScience LLC technical service rep- above suggested temperatures,there may be loss resentative. of blowing agent resulting in diminished yield. Page 2 of 4—Document contains important information and must be read in its entirety. L r r 1, Thermal Barrier Processing Equipment 2:1 transfer pumps are recommended for material The International Building Code and International transfer from container to the proportioner.The plural Residential Code require that SPF be separated from component proportioner must be capable of supply- the interior of a building by an approved fifteen ing each component within t 2%of the desired 1:1 (15)minute thermal barrier, such as 1/2"gypsum - wall board or equivalent, installed per manufacturer's mixing ratio by volume. Hose heaters should be set to deliver 120°F to 135°F materials to the spray instructions and corresponding code requirements: gun. These settings will ensure thorough mixing in The International Building Code allows for omission the spray gun mix chamber in typical applications. of the prescribed thermal barrier in certain instance, Optimum hose pressure and temperature will vary such as: with equipment type and condition,ambient and sub- strate conditions,and the specific application. It is the • attics and crawlspaces with limited access responsibility of the applicator to property interpret •approval by way of diversified testing,such P tY pP P P Y rP equipment technical literature,particularly iriforma- tion that relates to the acceptable combinations of Local building codes may vary and must be consulted gun chamber size,proportioner output,and material pressures.The relationship between proper chamber for applicability of thermal barrier exceptions. size and the capacity of the proportioner's pre-heater is critical.Mechanical purge spray guns(specifically Handling Information direct impingement or DI type)are recommended for Applicators should ensure the safety of the jobsite and construction personnel b posting appropriate highest foam quality. , P Y P g signs warning that all hot work such as welding, CAUTION• Extreme care must be taken when soldering,and cutting with torches should not take. removing and reinstalling drum transfer pumps so place until a thermal barrier or-approved equivalent as NOT to reverse the"A"and"B"components. is installed over any exposed polyurethane foam. Vapor Retarder Processing Parameters and Bayseal CC X system qualifies as a vapor retarder Ph sisal Characteristics Pre-heater Temperature: "A"and"B"120-135°F ,. as defined by the International Code Council and Hose Temperature: "A"and"B" 120-135°F ASHRAE(Class II)at a minimum thickness of one Pressures: 1000-1500 psi(dynamic)* inch.Building construction types with a persistent, Mix Ratio Parts: 1 to 1 by volume"q"to"B" high moisture drive require additional moisture re- Viscosity at 75°F 400-500 cps"B"Component mediation.The contractor should consult local build- Shelf Life 6 months @ 65°F to 80°F ing codes to establish the vapor retarder requirement. *Dependent upon hose length. i. p" Page 3 of 4—Document contains important information and must be read in its entirety. } I� Per Lift Application Applicators should apply a maximum pass thickness . of 2 inches,with a minimum of 30 minutes between ` passes. Health and Safety Information r Appropriate literature has been assembled which pro- vides information concerning the health and safety precautions that must be observed when handling materials used to produce foam made with the Bayseal CC X system. Before working with this product,you must read and become familiar with the available information on its risks,proper use'and handling. This cannot be overemphasized.Informa- , tion is available in several forms,e.g.,material safety data sheets,product labels,and safe use and handling guidelines. More resources are available at spray- polyurethane.com,polyurethane.org, sprayfoam.org, baycareonline.com,or by contacting the Bayer Ma- terialScience Product Safety and Regulatory Affairs Department in Pittsburgh,PA. 11 ( I •i - Note: The information contained in this bulletin is current as of March 2012, please contact Bayer MaterialScience to determine whether this publication has been revised. Bayer MaterialScience LLC 100 Bayer Road Pittsburgh, PA 15205-9741 •. Phone: 1-800-662-2927 www.spf.bayermatedaiscience.com The manner in which you use and the purpose to which you put and utilize our products,technical assistance and information(whether verbal,written or by way of production evaluations),including any suggested formulations and recommendations,are beyond our control.Therefore,it is imperative that you test our products,technical assistance and information to determine to your own satisfaction whether our products,technical assistance and information are suitable for your intended uses and applications.This application-specific analysis must at least include testing to determine suitability from a technical as well as health, safety,and environmental standpoint.Such testing has not necessarily been done by us.Unless we otherwise agree in writing,all products are sold strictly pursuant to the terms of our standard conditions of sale which are available upon request.All information and technical assistance is given without warranty or guarantee and is subject to change without notice.It is expressly understood and agreed that you assume and hereby expressly release us from all liability, in tort,contract or otherwise,incurred in connection with the use of our products,technical assistance,and information.Any statement or recommendation not contained herein is unauthorized and shall not bind us.Nothing herein shall be construed as a recommendation to use any product in conflict with any claim of any patent relative to any material or its use.No license is implied or in fact granted under the claims of any patent. Sales Offices 2400 Spring Steubner:Road West,Spring,TX 77389, 1-800-221-3626 Fax:1-281-288-6450 Bayseal CC X 3/12 Page 4 of 4—Document contains important information and must be read in its entirety. �nsulat� L m r ion Certficate. This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3, N1101.41, and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed. BaysealTM'OC Open-Cell Spray Foam Insulation Bayseal'CC Closed-Cell Spray Foam Insulation Bayseal' PP Closed-Cell Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Attic Area R- At inches Sloped Ceilings R- At inches Walls (Location: ) R- At inches Walls (Location: ) R- At inches Floors (over an unheated crawl space) R- %v At- ,,�5 inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location: ) R- At inches **Nominal thicknesses are representative of field,spra)r-applied foam material Jobsite Address Date of Installation: Building Contractor: -Le-f4-e(e— Insulation Contractor: K;4pe. 66I r t0 -,/Phone: Installed By: � �. INSULATION CERTIFICATE-DO NOT REMOVE -Please Post Near Electrical Panel- East Office West Office 2400 Spring Stuebner Road PO Box 6460 �. Spring,TX 77389 Phoenix,AZ 85005 v1 = ���� s tei� 1.800.221.3626 1.800.289.8272 Tel 281.350.9000 Tel 602.269.9711 Fax 281.288.6450 Fax 602.269.9115 bausystemsspra,.corn 02008 Bayer MaterialScienw.All rights reserved. f — CAPE COD SPRAY FOAM—Harwich Port,Cape Cod,MA 02646—1.508.685.9119—Ivan-82@comcast.net E ))g i 1,7"IE' i_ i ! ' Insulation quote # 03 14 \000033_i SJ *AV FOp`� r MAR 2 2014 Date: 03/19/2014 Ivan E Pauliuchenka # s_ Hostetter Homes CAPE COD SPRAY FOAM LLC E -- —x Mail: 49 Sisson rd,Harwich Port,MA,02646 cell: 508.685.9119 office:508.292.7212 Sob loc:Tern In.Osterville.MA e-mail:caoecodsnravfo)zinu`Dcorncast.net web: .yaw i.r r arcd5znravfo3rn. wil!cLho rptrea?-homes corn bburke(d)hostetter-ho mes.corn fax:508.428.1974 i Project description:Option 1 Area to be insulated sa.ft Amount and type of material applied Material and labor cost Ceiling (R38)Fiberglass blankets Exterior 2x6 walls (R21)Fiberglass blankets Basement ceiling soundproofing ( 4.5((R30)dosed cell'foam insulation BaySea/XX Interior bedrooms and bathrooms t (Rii)Fiberglass blankets partitions soundproofing Windows/doors Seal windows and doors with low density window foam Total Price: The quote is subject to review in 30 days $14,700.00 i t CST CODE: f?7—OL G� PM 1NMALS: DATEAPPROVED: D �lr Terms and Conditions: 1. Deposit is required in the amount of 50%from the agreed amount. Another 50%of the Payment is due in full upon completion of work. 2. Unless stated above, windows and ignition barrier may not be included in the price. 3. All mechanical/electrical work to be completed and inspected prior to spray foam application. 4. Cape Cod Spray Foam LLC shall.provide all services and meet its obligations in a timely and workmanlike manner, using knowledge and recommendations for performing the services which meet generally accepted standards in Insulation industry and complied with local codes. 5. Cape Cod Spray Foam LLC has the right to any required extension if preventing from completing its contract during the contract period due to weather conditions which are unfavorable for work. 6. Owner/builder to ensure that other trades remain clear of area during installation. 7. Owner/builder to ensure that area to be sprayed is free and clear of all obstructions. 8. Owner/builder to ensure that Cape Cod Spray Foam LLC is afforded truck access to the site address. 9. Any additions/deductions or extra charges must be approved in writing by Cape Cod Spray Foam LLC, and the owner/builder. 1 CAPE COD SPRAY FOAM—Harwich Port,Cape Cod, MA 02646—1.508.685.9119—Ivan_82@comcast.net I' ' � Town of Barnstable Building Department - 200 Main Street ASTABLE, * Hyannis, MA 02601 M MASS Eo�A. (508) 862-4038 Certificate of Occupancy Tem a orar y Application 201306003 CO Number: 20140119 Parcel ID: 212012 CO Issue Date: 09/05114 --Location:- — - 130 TERN-LANE -Zoning Classification: RESIDENCE D-1 DISTRICT Owner: BARNHART, ANNAMARIE Proposed Use: SINGLE FAMILY HOME 11 HEARTHSTONE PLACE ANDOVER, MA 01810 Village: CENTERVILLE Gen Contractor: HOSTETTER,ADAM Permit Type: - RTCO RES TEMP CERT OF OCCUPANCY Comments: 30 (THIRTY) DAY TEMP CO TO EXPIRE ON 10/5114 10/05/14 Building Department Signature Date 49ned/ Expiration Date SINE TOWN OF BARN.;TABLE 201306003 ur n BARNSTABLE, Issue Date: 10/21/13 Permit MASS �A i639• Applicant: HOSTETTER ADAM rFp MAC A Permit Number: B 20132573 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/20/14 Location 130 TERN LANE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 212012 Permit Fee$ 2,550.00 Contractor HOSTETTER,ADAM Village CENTERVILLE App Fee$ 100.00 License Num 152124. Est Construction Cost$ - 500,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD NEW 3697 SQ FT HOUSE,3 BEDROOMS,3.5.13ATHS THIS.CARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE:A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BARNHART,ANNAMARIE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 11 HEARTHSTONE PLACE INSPECTION HAS BEEN MADE. ANDOVER,MA 01810 Application Entered by: JL Building Permit Issued By: THIS PERMrf,CONVEYS NO RIGHT.1'0 OCCUPYANY STREET ALLEY'OR SIDEWALK OR ANY PART THEREOF,BI7TR:TE ORARII.Y L .'.ENCROAC NTS ON'PUBLIC PROPERTY;NOT SPECIFICALLY._PERMITTED UNDERTHE BUII,DING CODE MUST BE APPROVED BY THE JURISDICTION:-STREET OR ALLEY GRADES AS-WE "AS DEPTH ANDLOCATION OF PUBLIC SEWERS MAY BE .OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF TFIIS PERMrr;DOES NOTIRELEASE THE APPLICANT FROMITHE CONDITIONS OF ANY APPLICABLE SUBDIVISION':.- RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS: 2.SHEATHING INSPECTION , r 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION: 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING ANDr MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.; PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).- BUILDING INSPECTION APPROVALS - PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 11 ol 1 1`` , 3 1 Heating Insppection Approvals, Engineering.Dept , Fire Depj 2 Board of Health. lei i The Comitionwealth of:'Massachusetts DeparlhueutofLtdustrial Accidents Office of Investigations 1. r 600 Washington Street Boston, AL4 01111 • wirilwilass.gov./din - - Workers' Coinpensation Insurance Afffdaiit: BuildersiContractot•s/Electiicians,Plumbers Apphcant Information n (�Please Print LeQi m bIN / Name(Business•Organizazon.Indi..dual)-. TF T EST A ! l r 00 Address: 770 (t*F(V S,r' City:5tatz;'Zip: �1?o a t-eC _ M4 6 6 S Phone Y: S��' Yak U 13' Are�s an emplo�-er Check the appropriate box: Type of project(required): 1.L7 I.am a employer with !1( 4• ❑ I ant a`�eneral contractor and I - eaT o,,ees(full and`or part-time).* have hired.the sub-contractors 6. El New construction '.❑ I am a sole proprietor or partner- listed on the attached sheet. Rernodeling slop and have no employees These sub-coutractors have 8. ❑Demolition working for me in any capacity.-. employees and have workers 9. ❑Building addition [No worker•s'comp.insurance comp.insurance.- required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a hcmeo vet doing all work officers have exercised their 11.❑Plumbing repairs or additions rn:self. No workers' co right of exemption per MGL � comp. 1_.❑Roof repairs insuuance required.]- c. 152,yl(!),and we have no employees.[_No workers' 13.0 Other comp.insurance required.] . '.any app:rcazt that checks box al stint also fill out the sec-on below'-sl:owinz their wMkeTs'compensation policy inforznation... - Honreowne.s who submit this affidavit indicating they are doing all worts and then Lae outside contractors wa;t submit a new affidavit indicating such. -ConVacto:s:Oat cbec5 tr:s I=must attached=additio='sheet show:ne tLe nacre of the sub-ctu:tmctors and state whether or not those enCt:es have earployees. Ic the sub-contraccon have employees,they mist provide their workers'comp.policy number. I aitt air employer that is providing pe•orkers'compensation insurance for tirp employees. Belong is the policy-and job.site information. Insurance Company Name: &c SIILvJA- �TNS r�C✓ Policy-' or SeEf--ins.Lic.9: Expiration Date: Job Site Address: City:State:Zip: Attach a copy of the ivorkers'compensation policy-declaration page(shon-ing the policy-number and expiration date). Fatlure to secure coverage as required under Section 25A of NIGL c. 1521 can lead to the imposition of criminal penalties of a fine up to S 1.500.00 and cr cne-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 DL-k for insurance coverage verification. I do lterebt cerrifs•rip �, ei is and peeeatries of perjury that rite infornratioee pro�•ided above is tie and correct. Signansre: i Date: Phore Ogcial use opts'. Do not write fit this area,to be completed bt•city or to,vit ofciaL City or Town: PermioLicense it Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. Cin•:Tox%m Clerk 4.Electrical Inspector Plumbing Inspector 6.Other Contact Person: Phone 4: 6 Ar d� CERTIFICATE�...� RTIFICATE OF LIABILITY INSURANCE DAT�I�M THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA71ON ONLY AND CONFERS NO RIOHTB 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 1NSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTiFICATEHOLDER. IMPORTANT;.If the cer1111cate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed It SUBROGATION IS WAIVED,sub)ecl to the terms and conditions of the pDlley,certain policies may require an endorsement A Statement on Ihte certlfleate does not confer rights to the . certlflcate holder In Ilau of such endorsement s. PRODUCER TACT Mark Syfvla insurance Agency,LLC NAME: Debbie OR 404 Main Street0� 508 957 2125 I UArc•Ner.508 57-2761 Centerville, MA 02632 A92gl!-%Q;mark mrrk vle nsurencs,com INSUgf 3, ( 1AFCOROINGCOVERAGE NAIC INWRED INSURERA:Montpelier US Ins Co west Bay Management Trust INSURERB t Travelers Insurance Co 770A Main Street INSURERC: OSteMlfe.MA D2655 s INMERD: INSURM E: COVERAGES INauRER F: CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED 6Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OFINBURANCE POLICY NUMBER 7 - FERSONALSM A GENERAL LIABILnY MP0006001D12633 LlMlrs X COMMERCIAL GENERAL LIABILITY , EALtii OCCURRENCE $ 1,000,000 L1AIM$MADE OCCUR PREMISE' E9 or6Ar'wurmnm) 100.000 MEO EXP Any one rson) S 5,000 9ADVINJURY g 1,OQD,000 GENFPALAGGREGATE t 2.000,000 GENL AGGAFGA;E LMR APPLIES PER Y PROM)_T_-r_OMPIDP AGG S_ 2,000 000 X POLICY PRO- LOG AUTOMOBILE LIABILITY ¢ COM W SNGL LIMIT ANY AUTO ES eeedaril �0� SCHEDULED 60DILY NJ11PY(reroer—) S NUTNOOVHfQ BODILY INJURY rperaxldenr) S 4 MREDALROS AUrOS Perec anti S UMBRELLA UAa A 6COlR , EXCESSLIAO - EACNOt�RRENCE S CLAIMS-WADE . AGGREGATE �If D RETENTIONB wORKBRacOMPENSATION UB-7915805A AM EMPLOYERS'LIABILITY YIN3l23l2013 32V2014nc s Aru OFPCERIMEMOCREKCLUDED7 ANY Tiv`❑ NIA E.L.EACHACCIOENT S 500.000 IMentletary In NM) IIf-15 gesalbevtmar E.L.DISEASE-EA EMPLOYE- $ 500.000 DE56 IPTION OF OPERATIONS below E L.DISEASE-POLICY LIMB Lt 500,000 DESCA!"ION OF OPERATIONS I LOCAT10NeI VEHICLES(AMCII ACORD 101,Agdle01ro1 Remer6l Senedule,If mom swe is requlrsgl Residential Carpentry CERTIFICATE HOLDER CANCELLATION ' (508)790.6230 ' 4; SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town OtBarnstable BuadingDcpartmenl 1 THE "I'"ATION DATE THEREOF, NOTICE WILL, BE DELIVERED IN 200 Main Street t , ACCORDANCE WITH THE POLICY PROVIGION8. Hyannis.MA 02601 AUTNORr OREPREEENTAnvs ®1S8&2010ACORDCORPORATION. All rights reserved. ACORD Z5(2010/05) The ACORD name and logo are registered marks of ACORD r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map: Parcel y Application # Health Division Date Issued t oZ. ) t 3 Conservation Division ��� S� 3 S P13 �v M41 /3,Z1013 Application Fee �.oa Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 0 Te CA-) Y Village -� Owner PT#dd`l W�rG S d 9 Address l 3o 1 ned Cis/ Lam.r1g�y_IZ�� Telephone Permit Request Te AV— N -6,c kT7 i"6 �N 1 Ale,(,,, -6 7 F OW 3- s !�,firs C i c CHAGE Square feet: 1 st floor: existing proposed Z5712nd floor: existing proposed 6_3Total new Zoning District Flood Plain fC Groundwater Overlay AP Project Valuations Construction Type IN r Lot Size Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure t Historic House: ❑Yes XNo On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full XCrawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Are 4 R.ft) -4 / .S.F Number of Baths: Full: existing new 3 Half: existing ` ! ew Number of Bedrooms: existing_new Total Room Count (not including baths): existing new First Floor o --Z Heat Type and Fuel: P! Gas ❑ Oil ❑ Electric ❑ Other 00, 1'� g- o Central Air: XYes ❑ No Fireplaces: Existing New Existing woo coal s ove.%r Yes 6"Q"No ODetached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new size7�Shed: ❑ existing ❑ new size _ Other: 77L S,C. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ommercial ❑Yes l No If yes, site plan review# � Current Use /\/ Proposed Use f'L(/ 1 46e., APPLICANT INFORMATION — (BUILDER OR HOMEOWNER)` Name .j?)> *l TES Telephone Number Address 5i QST--,eyateE License # l c , Home Improvement Contractor# I Sa Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO All�✓Sir SIGNATURE DATE �� p FOR OFFICIAL USE ONLY F .r APPLICATION# DATE ISSUED MAP/PARCEL NO. r F ADDRESS VILLAGE OWNER DATE OF INSPECTION: ,FOUNDATION FRAME e ` INSULATION is r. FIREPLACE T - F I J y c. f 4+ ELECTRICAL: ROUGH FINAL Lr {y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL z J ,i FINAL BUILDING /� 127ljLl /e. J' .y DATE CLOSED OUT ASSOCIATION PLAN NO. 14' 6 Y r PROJECTT NAME: m ADDRESS: PERMIT# Q-O 61 o a7 PERMIT DATE: I a l I I M/P: O — i LARGE ROLLED PLANS ARE IN: BOX 3 SLOT Pr Data entered in MAPS program on: 1 131 BY q/wpfiles/forms/archive .• • ...yam. v w 'p.a'.,.,..�� .'w,y .r w ... _�ivs.....- �. Town of Barnstable ' BARNS7ABLE, Regulatory Services ' 9 MASS. 1639• �0 a Building Division pTED MP'� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection S G Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Please call: 508-862-4038 for re-inspection. Inspected by _1 fVA.-, Y Date Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x25s279 Transmittal No. Chapter 91 Waterways License Application -310 CnnR 9.00 Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Anthony G. &Susan L Wilson Name of Applicant 130 Tern Lane Lake Weguaquet Barnstable Project street address Waterway- (Centerville) Description of use or change in use: To construct and maintain a seasonal pier and replace an existing revetment along the Lake. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws. 2 rc� Printed Name of Municipal Official Date igna ure of Municipa Official Title City/Town CH91App.doc-Rev:08/13 Page 6 of 13 SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTER VILLE, MA 02655 phone 508-428-3344 November 12, 2013 Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Chapter 91 License Application Anthony& Susan Wilson 130 Tern Lane, Centerville Dear Mr. Perry, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-5 of the Department of Environmental Protection Waterways license application and plans for the above referenced project. Would you please review the application, and sign the Municipal Zoning Certificate and return it to me in the enclosed self-addressed stamped envelope at your earliest convenience. Thank you for your assistance in this matter. If you have any questions,pled contact-Ae office. . ra Very truly yours, Paula Sullivan r Sullivan Engineering Inc. Attachments Massachusetts Department of Environmental Protection Bureau of Resource Protection Waterways Regulation Program X258279 Chapter 91 Waterways License Application =810 CMR.9.00 Transmittal"°• Water-Dependent, Nonwater-Dependent,Amendment Important:When filling out forms A. Application Information (Check one) on the computer, use only the tab NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing key to move your Package for BRP WW06. cursor-do not use the return Name(Complete Application Sections) Check One Fee Application# . key.. Pp _ - - WATER-DEPENDENT-`":_ General(A-H) ® Residential with <4 units $215.00 BRP WW01a ❑ Other $330.00 BRP WW01b For assistance ❑ Extended Term $3,350.00 BRP WW01c in completing this - -.................................. - - --------- ------ - •-------------- ..............- - - - - - - - - - - - - - - - - - application,please Amendment(A-H) ❑ Residential with <4 units $100.00 BRP WW03a see the "Instructions". ❑Other $125.00 BRP WW03b NONWATER-DEPENDENT_ Full (A-H) ❑ Residential with<4 units $665.00 BRP WW15a ❑ Other $2,005.00 BRP WW15b :❑ Extended Term $3,350.00 BRP WW15c Partial (A-H) . ❑ Residential with <4 units $665.00 BRP WW14a []'Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP.WW14c . =........................----- - Municipal Harbor Plan(A-H) ❑ Residential with <4 units $665.00 BRP WW16a ❑ Other $2,00 .00 BRP WW16b ❑ Extended Term $3,350.00 BRP WW16c Joint MEPA/EIR(A-H) El Residential with <4 units -$ - - - 665.00 BRP VW1I17a ❑ Other $,2,005.00 BRP WVN17b ❑ Extended Term $3,350.00 BRP WW17c - - -.......- - -------------------- Amendment(A-H) ❑.Residential with <4 units;. $530.00 BRP WW03c ❑.Other y $1,000.00 BRP WW03d _ ❑ Extended Term. $1`,335;00 BRP:WW03e CH91App.doc-Rev.08/13 U Page 1 of 1 9 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x258279 Chapter 91 Waterways License Application - 310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Anthony G. &Susan L. Wilson _awilson cambridgeassoiciates.com Name E-mail Address 11 Hearthstone Place Mailing Address Note:Please refer Andover to the"Instructions" — MA 01810 City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent (if any): Sullivan Engineering, Inc._____ john@sullivanengin.com Name E-mail Address P O Box 659 Mailing Address Osterville MA 02655 _ City/Town State Zip Code 508-428-3344 508-428-9617 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Owner Name(if different from applicant) 212012 _ 41.672735 -70.348677 Tax Assessor's Map and Parcel Numbers Latitude Longitude 130 Tern Lane, Barnstable (Centerville MA 02632 Street Address and Cityrrown State Zip Code 2. Registered Land ❑ Yes ® No 3. Name of the water body where the project site is located: Lake Wequaquet 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑ Area of Critical Environmental Concern ❑ Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ® Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev. 08/13 Page 2 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X258279 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" To construct and maintain a seasonal pier and replace an existing revetment along Lake Wequaquet. 6. What is the estimated total cost of proposed work (including materials & labor)? $35,000.00 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. Norman D & Nancy K 136 Tern Lane, Centerville, MA 02632 McLean Address Amir M &Marie T. Farhadi 100 Tern Lane, Centerville, MA 02632 _ Name Address Name Address D. Project Plans 1. 1 have attached plans for my project in accordance with the instructions contained in (check one): ❑ Appendix A (License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ® Wetlands SE3-5134 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev. 08/13 Page 3 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X258279 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Depa tment of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date 1 Agent's signature(if applicable) Date CH91App.doc•Rev. 08/13 Page 4 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X258279 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project Nfi- 0 Maintenance Dredging (include last dredge date & permit no.) ❑ Improvement Dredging - - -- - Purpose of Dredging - - 2. What is the volume (cubic yards)of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. 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OADH2880 FWT3114 n ADH2O34 AD 2034 ADH2O3 AULT FWGDII1060-4 VAULTI v o ATF2014 �FNHID9165 FWT9114 FWT911 PWT9114 H IF I 4444II J ADH2890 I aO WHID316BFWHID316FWHID31689 D i D ATF2BI - c m ADH2O50 ®° O DW I j _ i j DH25 0 n F14TB114 \\� r// 5EDFWHID3160 I �� v c- PROPOSED PROPOSED PROTTG IN NG ROOM I------ -----\"I i U __ ATF2814 O Fgv / �EDROOM I :p 12-0xl5�6�-1p CONTRACTOR SHALL ENSURE m ADH2850 p == 0 19-0 xl�4-10 ' � I r _ in THAT FIREPLACE/CHIMNET CONSTRUCTION COMPLIES W/ALL 3068 I I rtLOGAL ESTATE.AND NATIONAL p n FIRE-AND S�{FETYy CODESi I PROPOSED wo 3068 I I 19-6 xl5-6 - .- C U ADH2B50 r—__ I m 1.........................................................................I...% ............ ......................................................... ................p. 'A,.S I... ... ....... L ... -... an �_ " i 7--4 7-11 20-3 z Z ' n B"SQUARE COL B SQUARE COL. 16 CEILING 4B 10. ,6 " ON 8'.W1 LETY N� Y PROPOSED 2660 s_ KNEEWALLL TYP. "F -' P. STONE VENEER r KNEE" Q I PANTRY m m r m o .'may-` n:�'. REF-I �' n ___ _ OPEN TO ABOVE PROVIDE 4°MIN.TO i h •_ ____ OCAO BUETDIBNE6 AD6 HNb U" 506 45"C.O. 1w CL6. LINE y eyg,•` „`-+.M. e�'` LIN CO e - vY 0 -0i�: MIN. 6i_1n gi_g" m gi, Imo.. 4'-10" '4'* PROOPOSED 51 ,. €g 'B ngg855 . 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WINDOW OPENING:DEVIOES SHALL BE SELF ACTING N .nn ---.-.-------- AND SHALL BE;POSITIONED?TO'IPROHIBIT THE FREE PASSAGE OF V/ m A 4'DIAMETER;.RIGID SPHERE THROUGH THE WINDOW:OPENING- 2TF61ERHO.TRUT - WHEN THE WINDOW OPENINGr:LIMITING DEVICE 19 1.5TALLED INLL FI SERGLASS-.DOOR i ACCORDANCE,WITH THE"I"IANUF.4CTURER'S INSTRUCTIONS. _ I Q let FLOOR.LIVING SO FT. 2,6 FLOOR 50'FT. I ADH2890 j a'p TO I AGEr 36-17 GARA ',SQ,-FT. 752 o PROPOSED 116 TRANSOM ABOVE FUTURE STVDIO 491 w PROPOSED �SE(�D 60T GARAGE:DOOR ENTRY AREA.So FT. 43 � a o 6 z TOTAL UNDER ROOF 4g23 a O A _pro A' PROVIDE I LAYER'S/5' TYPE X°FIRECODE GWB n F o ENTIRE GARAGE-t CEIWN4 r'-"---"-"-----' APRON NOTE: o j ALL.WINDOWS ARE TO BE y N w ANDERSEN A SERIES I W/'.APPLIED GRILLES I o INSIDE AND OUTSIDE c w z I ski m I. ALL EXTERIOR WALLS SHALL BE•2X6 �O ADH2B90 ®..16.O.C,UNLESS OTHERWISEm NOTED: I 0 Ib"TRANSOM.ABOVE 2.A�.L INTERIOR WALLS SHALL SE'.2X4''. •�I ..:. h g070 GARAGE"DOOR a 16' O.C.UNLESS OTHERWISE NOTED �'. L--------- S.CONTRACTOR SHALL VERIFY ALL WINDOIJ F' ROUGH OPENINGS%PRIOR TO ORDERING' ON Z 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR;. ` ADH2550 ADH2550 ASSUMES RESPONSIBILITY FOR AN IS T'BEING OR n INCORRECT DIMENSIONS::NOT BROUGHT TO VI THE ATTENTION OF THE.DESIGNER. m O C1 W � z � w A.5 O O U ____________________________________________ I I N Z I I I I O_ I I I N I I I W • I 1 I I I I I I I I • I I I I F I 16'CEILING a VAULT I I VAULT I w I 1 I I �ga z��4o I I I I ZOz�Zy.n CENTER w/RI DGE 4'-4" - I i i i moNo��oaz - ___ PROPOSED US BALCON� 90 V 6_'1 7'_6" U5 I ADH2B50,{AD 2550 _ __ -M I c�5 0 0 0 1 AULT /_VA.UI-TI I H N�m ADH2638A1,14263IIDH2690 ATF2550&1-12014 �rpTF285 1 j ADH2850 DH2B50'KWk,-DH2B50-IIK{�Y-DH2O50 Q a o o I FWT3114 > > I Q wn 1 FWT311ED5PROPOSED r(DO 'BATH E—� - j ATF2424 1 O W Z/]2668 MASTER BEDROOM � I Ib'CEILING PROPOSED 17-0 xl9-6 M. BATH 1 2668 :.;:n..,... ADH2O50 2668 _ -...'+ `^ .19 9 3-II" r 5-I" 5-I 3'-2° ... .EILI»_....... t ............».........�......»..................».» I ........ ... »»... «.r nIs 10'CEILING � � » Q A.5' CJ ....». .. ::._......«... .... F1iDPO5Eri� f._........... .. j > E' W.I.C. L—� y4 q gg 2-2060. V I S 66B I ——— _ 2668 1 ATF2424Io ... 5 4' :'5',-1e OPEN TO°BELOW "' 2668 PROPOSED[ j m ono ' GB w ADH2850 9999 w g $Wp I > 11 RAILING 2 a AAN2B2.*AAN282B�AAN2B2B PROPOSED,> I:/� 3 3 1 SITT INC4ZI:y ROOM I5 14 13 12 11 to 9 6 7 6 5 ' > 8'CEILING IQ "' ° r----------------- __________ _________ J O � n I ENTER IN WALL 1 I CENTER w/RIDGE 1 1 Q U _ I I I 3'-6" 26'-0" 1 I y _0" J Z i0 AAN2828, o ATF2814 ATF3022 ATF2014; LU(� AAN2828 m A H2B50 ADH9050 ADH2O501 ^' B L 3' ° ATTIC B ,^ ILI 1 A.5 ___________________� 0 �1I o A.5 II'-Oa ACCESS 1 O -- i A.5 J ��wh Z~z Oily I ATTIC00 jyx i' ","IIITA ACCESS I I � I 1 I w � I I 1 I I I AAN252B I 1 1 AAN2828 i w O Z o A 5 I VAULT I IB-0 x25-0 —� LT gN �o AAN2828 1 3 O AAN2828 z 1 I 1 1 w m F I 1 I F- 1 ATTI� I j O 0 m � ACCESS I 1 I � I 1 VAUL ATTI 1 m II d' m ACCE S ^1 b I 1 1 Q Z j I ADH2O50�DIJ2B50 1 I W W ` __ J N O N u�712TD6E_______ _____ 51_O" I6'_OI BI_01I 21-0,I a i ZW O, Y p C] O Z O N ARCHITECTURAL s ASPHALT ROOF SHINGLE UJ STONE VENEER CHIMNEY L.G.G.FLASHING Q AZEK TRIM 12 CONTINUOUS RIDGE VENT 3< y w w 14.5,12 PITCH RAKE RAKE TRIM 12D wgm �dppv�i Ji AZEK TRIM 1X3 RAKE TRIM 12 wiap Ojai 5 mcpi uwi$aW 12 x� wpoZpG Z 12 ARCHITECTURAL �I S"pO�oj NO :.. ASPHALT ROOF SHINGLE d 1 w ¢O w U TRIM iaQii IAZEXIO ���w�do IXIO RAKE TRIM AZEK TRIM 1X4 RAKE TRIM F,m$ AZEK TRIM W. — — — w U1 5or IX6 TRIM SECOND FLOOR QA it ILL I ALUM._GUTTER g ATFAOW r� BED MOULDING E� o LW ® ® ® ® AZEK TRIM lx FRIEZE '�Q W.G.SHINGLES �o _ AZEK TRIMry 1%4 WINDOW/OOOR J D 6 DH285 DH2B5 CASING ro ADH4050 ADH4050 ADH4050 aa .2'R.G.SILL F^ - . IllL cs FIRST FLOOR a GARAGE SLAB 10°CUSTOM SQUARE COLUMN .. NoSW a - RIG�1-fT ELEVATION � � SOU TH EAST x� a szs� � Hax<oaafia URSIR OVL2030 ' ONTINUOUS RIDGE VENT i 12 w 12 �12 A 6 STONE VENEER CHIMNEY 12 12 12 L.G.C.FLASHING ' w Q te:12 PITCH L Q/\Q 2D �12 12 L 1 LLI 12 XSE RATRIM KE TRIM ARCHITECTURAL O In ARCHITEC 12 TURAL AZEK TRIM ASPHALT ROOF SHINGLEASPHALT ROOF SHINGLE 12D 1"RAKE TRIM O Z 6.4 DECORATIVE BRACKETS12 , W N a5 �� LlA IL lilt LLA en Lai D / J AZEK THE / \ ® � l m 3 lilt IXIO RAKE TRIM - AZEK TRIM DH2S5 DA5050 DH2O5 IX4 RAKE TRIM AZEK TRIM IX6 TRIM 2 — 12�12 PITCH SECOND FLOOR TED WHITE ALUM.GUTTER PAIN — p a z W m w �z BED MOULDING a Q�N H 1.AZEK TRI FRIEZE M ® ® U m A EEIIJ RE FFp 2I n 2 3 F W.C.SHINGLES � Ltl ` A DH2O5 pH2 W/DOOR Z am AZEK TRIM oT, 2 DH2O5 DH215 CASINDB 3 W 2'R.G.SILL J _. FIRST FLOOR m 0 a e 1 O BLUESTONE STEPS 10'CUSTOM SQUARE COLUMN II 1 I �F CONTRACTOR SHALL O •' MAINTAIN OOTM4 ERASEU" - FRONT ELEVATION Z v 1 1 W L__J y SOUTHEAST m i y p Z � w C! Y W p p = U z O , to • S 12 �Q2 CONTINUOUS RIDGE VENT 0 T3a �wo - Ko�wzai ZF w Flnow �ai • mOWOpd ZO � Of��ZWZ �p¢¢UO WO�yhjpZ d � Y 30a U DH285 UO i rn O0 € _ DH285 DH2O5 DH285 z csi LL w�Q-o SECOND FLOOR W �1 U5 It IIIIt" .� DH285 DH2O5 DH285 n � DH2O3 e � z ¢ry FIRST FLOOR',", HII . 'ALIGN TRANSOM y a��g€�MYk is 'GARAGE SLAB Al G LASS, AS SHOWN s.. _.I �.�$ �iao � � r .,� ""•n.ft m.�g�C��SA����s "LEFT ELEVATION• �� : :; ..,..,- �' � Sze NORTHNEST 12 OVL2030. .s•: - ' ® ,.. CONTINUOUS RIDGE VENT AZEK TRIM_:. ..i:.. STONE VENEER CHIMNEY A71E RTRIM RIM x4 DECORATIVE BRACKETS • ., .r AZEK TRIM L.C.C. FLASHING IX4 RAKE�,TRIM AZEK•TRIM �U 1X6 TRIM ARCHITECTURAASPHALT ROOF L SHINGLE 12 .I1 w Q �12 se:l2 PITCH. 12 12 Z 4 Q ARCHITECTURAL ASPHALT ROOF SHINGLE 12D "'�12 O W q W ALUM.GUTTER ZEK TRIM! Q Lu Z Q Ix FRIEZE IL I > O�w� w �z�Z 12 I� CRIC2ET OIE ® ® ® ® ,® w VD m ` •�12 DH285 - DH285 FM DH2O5 DH26 DH26 DH26 DHZ DH285 SECOND FLOOR ® • - .. i BED MOULDING ® ® I LI_1J I� ® m ® ® - •® _® j¢w N.C.sHINGLes i 21 AZEK TRIM Z Z IX4 WINDOW/DOOR 2 DH2 H2 DH26 ® n ao V w CA$ING V>O ADH4050 ADH4050 ADH4050 ADH4050 DH285 DH285 € a rc 2"R.C.SILL m o 3 U Z HID316B LNHID3168 WHID316B WHID316 WHID316 '" m` IRST FLOOR 'ALIGN TRANSOM -: �j 0 m GLASS AS SHOWN STRUCTURAL WOOD BRACKET ALIGN TRANSOM GLASS AS SHOWN jl a V' REAR ELEVATION N Z NOR7�4EA57 m 4 0 z C2 � w Y U 0 O U N R-Iq FBGLS. INSUL O_ 2X6616'O.C. F I/2"CDX.SHEATHING N 1/2"GWB AF 5 .8 A.8 IC VAPOR BARRIER TYVEK HOUSE-RAP 2 2 SIDING(SEE ELEVS.) CONTINUOUS RIDGE VENT A.6 A•6 ASPHALT ROOF SHINGLES \ B 5/6'COX SHEATHING-, LAY-ON ROOP I2)1%x14' LVL POST A.8 \ ~ w/2x8 16 O.C. RIDGE 1 Q 19>t BUILDING PAPE DN. 2)1%xII%" LVL 2x10 16"O.G. A 2x12 RIDGE R-30 FBGLS.INSu 2xB NAILER. RIDGE B A.B 3a wwow r r A.8 RAFTER VENT ` 2z10 16"O.G. z p Q Z s ---- 2.10 16°O.C. ---- -- 3)1%z11 4. LVL ' wga=p aw . STS 16'O.C. zo VALLEY BEYOND _ j /JOOI CEILIN4 w aoio 0 3)2x10 HDR ti W ��o�Ni III` II II II II II II II II 11 II II II 11 II II TYP. U.N.O. 3)2z10 HDR 2x5 CEILING y I1 11 11 II II B m o U z TYP. U.N.O. JOISTS 16°O.C. ♦♦Il II 11 1 II II II II II II II II II II II 11 HALL m ATTIC a�'�OZwZo°-y'^j0 J `II II II II II II II II II II II II II II A.8 A 2EADERA° LVL �` A O O�OOSO�ap� B ♦ yl ZZ It II It II II II II II II II II /II \ A.8 A`•8 V KUz owf3w¢o LVL yl��11 II II II II II 11 11 II II II II II ATTIC A.8 ♦ U II It II 11 1/ II I 2xIO 16'O.C. ACCESS ♦♦II` 11 II II II II II II II II II II ! \i V `7I II II II II II II II II II II III II 9)I z/xll% LVL SECOND FLOOR \ mmIA 3)1%p I LV CONT. HEADER —.—.— — I Q ee A.8 HEADER I IIL II TJI IS'.O. 3^ � _JIIL_JIllIL_JI_-llIL-J /WIb ry F— U X 0 .. D B 1 I STEEL BEAM \ / Z jo ro 3)z10 HDR ` A.6 O W Cl] o A.8 % P. U.N.O. \ �--Q Qi i LIVING ROOM I r w ..° / * /p .�.b"TJI 16"O.G. A:7P� ... 8 / '2)I°/xxll�" LVL SUNROOM „ I PROPOSED A.7 "^ T A:7 ' {. FLUSH _ _ _FIRST FLOOR F FIRST_FLOOR_ _ ,.,. - '-= -q 6 GC:RAGE m r o-n — — A.8 TJ1 16' O.C. / 1 RAGE SLAB %xx11 V LVL ,xa,..n,...:- '2 \.. J J �^ FLUSH @ 3)I`Yxxll i/p" LVL zav 10"THICK x 4 B A.G / '°'R \ / a,4� mwni5n CONTRGTOR SHALL o DROPPED - CONCRETE WALL ON m CRAWL SPACE"" A"7' 10" THICK x 4'-e" Jb��oD�so$ 3� MAINTAIN R MINIMUM = 7 ?) `BAWL SPACE__' CONTINUOUS 20°x10 - '"'* \ ANT NE OU5 20 aN FOOTING COVERAGE v A.7 ./ /e"i \ CANCRET — / GRAWL 5P_CE v --°// I CONCRETE FOOTING �As�� g� ..w ..—.—._ _ _ _ .—. � E FOOTING 3 „CRAWL 6PACE- §gm z g 2)1%yxll CANTRCTOR:SHALL I € a � "•x - RI SECTION DGE MAINTAIN 48'MINIMUM $ \ g g I I / 9 I/2 CONIC.; LED 2x10 Ib°O.G. FOOTING COVERAGE FIL 1'STL.LALLY COLUMN ON 36'36 z12':DP. 2xB NAILER2 B NAILER SEAS �.m"R� -GONG.FOOTING, TYP. SEGTiON - — s b - .. LAY-ON ROOF 2) :OC SLAY ON RCOF d 65 �5 / w/2x6 I6°O.C. 2 10 16 '" 9 .. g91%,xu'r^ LVL 2 B NAILER�,.. I 11;'.� LVL RIDGE ✓ ,. _--. IDGE F ' . 2 A.7 TRUSB B . LAY ON ROOF LAY-ON ROOF 2)I°(pgYx" LVL 2x6 BRACING / POST 16' O.C. 2x10 I6"O.G. w/2z0 16'O.C. 2)I°/gx11 b"LVL DN. A.8 (n RIDGE F ". 2xB NAILER A.8 2 I 14 L L ATTIC 2%8 CEILING A V 2xI0 Ib"O.C. i __ __ 2%1D 16"O. -66O CAGING JOISTS 16° .0 A.8 O z B 2z10 16'O.C. -- -- DST .-ATTIC ul 0 A.8 I 2xB NAILER 2x10 16"O.C. 2xB CEILING LFA GUTTER JOISTS I6'O.C. WWI • ON. .... IX FASCIA Al w O ROpF ON 3)1%jxII.6 LVL - 1 xe cE1uNG `BEDROOM-z I N to In 0.W 2xB CEILING 9/q°TtG PLYWOOD SUB-FLOOR w/2xB I6'O.C. JOISTS Ib'O.C. FLUSH HEADER - / Q w JOISTS 16"O.C. GLUED AND NAILED, TYP ,`2)I'4x11 36° LVL O n/ Q CAR-A-VENT STRIP VW li-Z I )2X10 HDR o JOI2 5STS CEILING HEADER 0 ) IX SOFFIT f IIII III III II II II _ JOISTS 16,O.C.; IIII III III II II II I%FRIEZE z ~Z 3)1%xxq�' LVL IIII III III II II II W- .G. HALL 3 2x10 N O. (-.Z HANG FROM TRU55ES ® A IIII III ui 11 n n MASTER BEDROOM « IIII Ip III II II n TYP. U,N.O. Q O m Q BEYOND 'oi /o D o A:B IIII 111 ❑ ❑ III II II II 6°xB"P.T.BEAM R-Iq FBGLS.INSUL °!1'-(Q A 8 IIII III III 11 II II CANTILEVERED w/ a V j IIII II 11--1f--lf--T--If-1f—TI- II II II II 2-I TIL i/p' LVL B 2X6016°O.C. PROPOSED IIII II JI_ JL __LL_ III II II II I- EACH SIDE /4°T6G PLYWOOD SUB FLOOR' I/2'CD% SHEATHING _ S COND FLOOR \ IIII III II II II II II II II III II II II TO EXT. WALL GLUED AND;NAILED TYP A.B 1/2°GAS FUTURE STUDIO SECOND FLOG IIII III 11' II II II II II II III II II II _ VAPOR BARRIER � "- - IIII III 11 II II 11 II II II III II, II 11 - ` Y / TJI 16°O.0 T LL-Ill JL_ __LL_JL_ I_ L P II 'Tit 16°•O.C. N WI6X40 \ 9)I%yxll%" LVL BEDROOM I TYVEK E II%°Tit I6"O.C. r,J / \ SIDING( E: I 3)I%zll%°LVL -STEEL BEAM DROPPED ® rJ HALL / I _ i \ CONY.HEADER �❑ LL ,J J � 2)1%xll%° LVL 9,t IO HDR , A HEADER ffill LIVING ROOM B A8 N 00 I CH N PANTRY Hfl po�z zi oz .�m p PROPOSED RIM JOIST gn,�U U wo • IO 5/4°—PLYWOOD SUB-FLOOR GARAGE FIRST FLOOR GLUED AND NAILED, TYP -� 2%b P.T SILL w a K A 7 TJI 16"O:C..: W/SILL SEALER J 0 w ARAGE SLAi� \ 11 °TJI 16"O.G. / D m o 3 ° o / 3)1%zxII/4° LVL II�°TJI 16° DROPPED DROPPE -- 2)1 '%"LVL 10"THICK x 4'-B" m / \ m 3)1%gltll%° LVL 3 I/2'GON FILLED FLUSHSH 10°THICK x 4'-S" 2LL O mI ' CRAWL SPACE DROPPED STL.LALL COLUMN p`' CRAW 7 / CONCRETE WALL ON \ CONCRETE WALL N v c v v \CONTINUOUS 20 x10° CONTINUOUS B"xlb"CMU ON 96°x96"12'DP. \ -/ (gNCRETE FOOTING zp 0 m CONCRETE FOOTING CRAW S ACE — FIREPLACE FOUNDATION LONG F ING, TYP./ 1 TlT 7 II d CONTRCTOR SH CO ALL I / Z�/ A.7 MAINTAIN 4B'MINIMUM 2�, \ 6' MPACTED FILL FOOTING COVERAGE .� O SECTION E%TEND FOOTING 12° Z BEYOND F.P.DIMS. SECTION r D w p Z W C'! Y • W K = p C1 U Z O In 5 C E SIDING SEE ELEVATION RIDG V ROLL VENT "TYVEK°HOUSEWRAP TYPICAL ROOF NOTES SEE DETAIL 2 �COX PLY RIDGE BOARD" WOOD ((STRUCTURAL SIZ Q f'IAY VARY) �y ` a 12 2.6®Ib°O.G. R-Iq FIBERGLASS INSUL. 150 FELT PAPER N�O 6 MIL. POLY VAPOR BARRIER ASPHALT ROOF SHINGLES �w 1�gw ,-az 9/B°COX PLYWOOD Q'C m�Nu .-z RAFTER VENT �0 = U z F O G.W.B. WHERE INSUL. �+ \GPV = w� z _ R-35 INSU `yb QUO �P°jy 2z10 RAFTERS Vp izPiZ���w�do LCC PAN/SHELF. PTD. W C/� o o S (,--�TYPICAL NALL DETAIL ALUM.GUTTER SCALE I-I/2" I'-0" 1x0 PTD. ,Z U og �1TYPIGAL RIDGE VENT DETAIL ErV�o o€ SCALE 1-1/2" m 1'-0"' O W Cc/] -d°z _ z, '' TYPICAL RAKE CORNICE n• J :•.SCALE I-1/2' laml Wpi., °a�$6tl$ �I�o�Bo 3a FLOOR JOIST 2x0 BOLTED TO FLANGE EXT. WALL ® 2)1 yx74° LVL Wx0 P.T. LEDGER .n /2-0/0°DI A. V, ' LAG BOLTS 16"O.C. w ® 2xe P.T. DECK Z 4"xB"P.T. JOISTS I6°O.C. 4°x0° P.T. BEAM SIZES VARY Q 0 Q 0 \\ THRU WAL - w TO S/ POST IN WALL lL k 0 W F VP a 0 0.Z~Z P.T. m - -, O K1 Q CUT AS SHOWN FOR ARCH ENCASE STL.-BM. IN'FIRE RATED 3 6HEETROCK -. 2xS BOLTED _TO FLANGE °x0"P,T. -'k- POST DOWN EM.WALL �z z GARAGE JOIST T.O STL. BM. CONNECTION z o �a� �O.0 5 STRUCTURAL WOOD BRACKET z� SCALE I'.1'-O' OI � O II � O N Z w m O N z W (� Y Q W W K S BIT.JT.FILLER, N TOP OFF W/FLEXIBLE z JOINT SEALANT ITl S W "TYVEK"HOUSEWRAP I, WWP 6X6 6/6, TOP I/9 K OF SLAB CoX PLYWOOD 4"CON'.SLAB 2.6 0 16"O.C. 6"COMPACTED R-19 DO NOT BACKFILL WALL PILL FIBERGLASS INSUL. UNTIL CONCRETE HAS — — DO NOT BACKFILL WALL BIT.JT.FILLER, ATTAINED 7 DAY STRENGTH � 6 MIL. POLY VAPOR BARRIER UNTIL CONCRETE HAS TOP OFF W/PLEXIBLE AND BOTH TOP t BOTTOM ATTAINED 7 DAY STRENGTH OF WALL ARE PROPERLY AND BOTH TOP C BOTTOM JOINT SEALANT SERCURED. G.W.B. OF WALL ARE PROPERLY I, -III ll III—I SERCURED. z "TW FLYWD.SUBFLOOR =IIII=IIII I ' 20#5 REBAR5, CANT. GLUE 6 NAIL TO JOISTS = TOP t BOTTOM III—III— t p rn g w ti n z 20 aS REBARS, CANT. 2°CONC.DUST CAP I.a, TOP!BOTTOM —III—III - H p rc i F SIDING SEE ELEVATION IIII IIII I CARRY DAMPROOFING III III— I _ w� pg� N =III I I OVER TOP OF _ III I. III III—III III I I I CARRY DAMPROOFING 6"COMPACTED FOOTING III— — I III—III—III—III—III— A�'p o w p O rn i RIM JOIST OR DBL.PERIMETER OVER TOP OF III_. - �'CDX P.T.PLYWD. - FOOTING I FILL 2X4 KEYWAY III—III III- i rc i c�ii g w¢o =III I _ III III—III—III—I BOTTOM 6" 2x4 KEYWAYMI 11 2x6 P.T. SILL II 7IBI' TJI 90#5 R®ARS, CONT. L• _ —_ I III—III—III w C, w s„ 90#5 REBARS,CONT. L•_ • I I m _ — q E 4�n SILL SEALER I I III III _ III III—III III I (I I I I _ ,. 5/9"ANCHOR BOLTS 0 96"O.C. = .-tt —IIII—IIII IIIIII— I III III I —III—III MIN 7"EMBEDMENT _ —III—III III III—III- III I—III III III—III v�v� w/9"x9 xl/4 PLATE WASHER bl . : III—IIII— I-IIII=IIII N —I III IIII—IIII—IIII= III—III III—III=1 —I I I III—I I—1 I I=III—1 o w n FILL 4 TAMP 5'OUT FOR .! Hill Hill IIII=IIII—III=IIII—I —I I OEM III—III I"/FT. SLOPES PROVIDE d 12"BED OF "¢' STONE — — — — — — WHERE NO GUTTERS - _ 2 0#5 REBARS CONT. 6 AROUND ALL OPENINGS DAMPROOFING •..' .4 � TYPICAL DU ...� STCAP FOOTING TYPICAL. ARAGE SLAB. � FOOTIN a SCALE I-1/2' 1'_0' '. .... 6'x6" P.T. POST ..'::-. a CONTINUOUS „ b� 3Nbb .� t WHERE SHOWN TYPICAL SILL DETAIL `SGALEtI-I'Z2 I 0"' 511"IPSON.:EBObb �R8,b POST BASE •- xb?b5S20Se I (TYPICAL) du � 6mll IBLUESTONE PORCH"* STEP,S �€�W bSEb �s� I I 2X6 SHOEg �D1� 1/2" CDX;PLYWOOD I I y- I 12X6:V 16 O.C. 3/4" PLYWD, SUB-FLOOR STRUCTURAL PIPE COLUMN OR: 3 1/2" CONC, FILLED 5TL. COL. f. NOT TQ EXCEED 10 KIPS LOADING - 6/OR 5 IN HEIGHT. COORD. DIM. W/ BITUMINOUS JOINT FILLER, DOOR LOCATION 'PROVIDE DEMENT BD: TOP OFF=W/ FLEXIBLE"; 6 APRON, THICKEN TO B" .WHERE CONCRETE (n I IS AGAINST WOOD 11 7�5" TJI w 4" CONCRETE SLAB JOINT SELANT.;� o DDOR OPENING'. I _ , 51KAFLEX..IA' GARAGE DOOR 6 MIL. POLY VAPOR BARRIER - Q -� '- " � - � -�4 CONC. SLAB 5/S ANCHOR BOLT9 O 96°O.G. Z CONCRETE FOOTING 1 k'x1�'x'y t - - MIN.7"EM PLATE WASHER p BASE PLATE 20 T.REBAR GALV.ANGLE w/#4 - _ :. Q Q Q 6X6 6/6 WWF, TOP 1/3 PERMETER O.G ANCN ORS®S-Oeu C_ _--_MAX. / a _--- a - ,• W— W OF SLAB d .i - SILL SEALER N J ae' 6.6 6/6 WWF • Q .a ._,. .� TOP 1/9 OF SLAB i \\\\\\\\\/\\/\\�\\\\ "\X �\ 2 ® #5 TSB z_ Q W F a Ix --- - - d.. a / � ,,,\\i,\\i\ i\\% \,\��\�\\a 6' COMPACTED FILL L W—m a '4 ® #4 REBARS CONY //\\ \\//\\�/\\/\\/\\ T D L BOTH'WAYS (T'f'PICAL`) .. ° d %///\///\//\T\%/l\\% a :; \\\ \/�\ \\\\ \� OF SLAB 6/6, TOP I/3 _I d ———— - ———— -._-° —� zu a 4 KEYWAY 2x z � o "— -• • a � ,-,, �/�/i\�i�ir��r�\i�ivr�ir a `��\���v�\�i�i�\irrVT`�i��\i�\r\\\rim/��\� d, Q a -- / '. 2 0#5 REBARS, CONY d • \\\\\\\�\ jT\ \�j/,/ 4" CONC. SLAB N �,\�\\///�\\/�\% TOPR FDFTGPPROOFING:'OVER / /\ d, a` / \�i�ii,\�>,i r /�i r 4, •dMIN, \\/\/\ \\r\\\\\\� \\\v�\/\/{ .., a .� ..•�.�.. .. n 6°COMP. FILL 4 •a e • • \\rr\��y yr\ \\ram \\rr\\r •. a • /\\i\r\ r r r\ \ €'m ri\ri\�i\/\T —.— O GA RAG E APRON D ETA I L \i�i�i\\�/�\��\� �r/\�`�\, \�\ \i \\��\i�\��\ SCALE I-I/2" e 1'-O�� /�'\\/\�\Y\\/V co OOT N Q DETAIL !i�!iyr !� y! II FOUNDATION SHELF � SLAB FOOTING DETAIL � r z w' ~ m _ o In 0 ZW U Q W p p V I10 MPH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA STATE BUILDING CODE N 0 rn 5 w K RAFTER 0 16" O.G. 2.6 DEL TOP PLATE ei i DEL TOP PLATE rc S m z . i i I Wivai=wzs anw.z SIMP50N SP6 (20 GA.) e �J m$ a owmoz"o I/2°CDX SHEATHING CONTINUOUS HEADER Epwz 1 ®MULTIPLE 0PENIN49 �- x�" �d~ w ti H2.5® EA. RAFTER �¢ a I I 2x STUDS® I6" O.C. o N TOP PLATE ei zwooS U Z¢UZU�`3wao I I I I I I,i 2x STUDS 0 16" O.C. I NAIL Bd COMMON EXTEND HEADER ^m HEADER °I I TO KING STUD I I I NAILS O 9"O.C. FULL HOT.STUD I ^-j I BTM PLATE w w 42^ HDR UPLIFT STRAP el �\ ACK STUD j NAIL TOP PLATE q�-� rm 2-5/8°ANCHOR BOLTS— -4TO BTM.OF HDR. 'x WINDOW SILL �Jr� PLATE w/3°x3" PLATE WASHERS 2 ROS I6d NAILS E— a o AFTER TO PLATE CONNECTION 3°O.C. z/] F� 2/5 RIM -JOIST � I OPENING SCALE:N.T.S. 5/5' ANCHOR BOLTS® 36" O.C. MIN. 7" EMBEDMENT ` w/3"x3".1/4" PLATE WAS FOUNDATION LOOR JOISTS it w�n II SILL PLATE• I I 12';GA.ANCHORS TYP. RROW e c � N .:WALL -B ACIN I/2" CDX. SWEATHING .a - D SCALE:N.T.S. �Wgral- II SILL PLATE TO TOP.PLATE :.3^,,. ,xZu°o'� 3 G&„ SEE NAILING SCHEDULE 5/B" ANCHOR BOLTS 036" O.C. ' y STUDS 8 HEADERS MIN. 7" EMBEDMENT S� toad^po t k R a SCALE:N.T.S. w/3"x3"xl/4" PLATE WASHER hl x6g SHE, C SILL TO PLATE CONNECTION w/ 5 EATI-RIN alpi € oUMff SCALE:N.T.S. r J JOINT DESCRIPTION T�-M�MN NUMBER::OF NAIL SPACING BO%NA115 - Q hl ROOF FRAMING U BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-I6d EACH END Z RIM BOARD TO RAFTER(END NAILED 2-I6d 9-I6d EACH END Z L"pF WALL FRAMING ' q_I6d AT JOINTS � Q O TOP PLATES AT INTERSECTIONS(FACE NAILED) O In V/ J Ul STUD TO STUD(FACE NAILED) 2-16d 2-I6d' 24'O.C. HEADER TO HEADER(FACE NAILED) 16d I6d. 24°O.C.ALONG EDGES D-W W 2)16d COMMON FLOOR FRAMING BEAM 6 STRAP NAILS 6" O.C. HI TP5 ON Z w a JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-bd 4-IOd PER JOIST m BLOCKING TO JOIST(TOE NAILED) 2-Bd 2-10d EACH END b. BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I6d 4-I6d EACH BLOCK LSTA® EA. RAFTER O(f)Q m 2 e Ut (n cD LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH JOIST a SIMPSON END JOIST ON LEDGER TO BEAM(TOE NAILED) 3-bd 3-1Od PER JOIST O C5O66 (7 GA.x3) DISTANCE BAND JOIST TO JOIST(END NAILED) 3-I6d 4-16E 3 PER P F OT II BAND JO -I6d ST TO SILL OR TOP PLATE(TOE NAILED) 2-16D ER FOOOT 11 II Q / II ROOF SHEATHING OF 11 i.n �fi WOOD STRUCTURAL PANELS RIDGE BEAM II II O. /1--� RAFTERS OR TRUSSES SPACED UP TO 16"O C Bd IOd 6" EDGE/b"FIELD o°pll II T .. Bd lOd 4° EDGE/6° FIELD •i� I II NOTE: RAFTERS OR TRUSSES SPACED OVER 16°O.C. ° RIDGE STRAPS ARE NOT ' II I•II REQUIRED WHEyCOLLAR TIES OF r m GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG bd IOd 6" EDGE/b"FIELD ?n i II NOMINAL Ix6 0R 2z4 LUMBER z z GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd 6° EDGE/6°FIELD il-, ° ARE LOCATED:IN;THE UPPER OUTLOOKERS g `-I�:Ot THIRD OF THE;ATTIC SPACE AND GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd IOd 4° EDGE/4" FIELD ATTACHED T0.;RAFTERS USING o o< 5)IOd NAILS EACH END CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE110"FIELD o j wo �Z�t�nw WALL SHEATHING SIMPSON STRONG—TIE CBQ RIDGE BAND STRAP CORNER STUD HOLD DOWN =m�� SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24'O.C. Bd IOd 6° EDGE/12° FIELD y"AND 2%2" FIBERBOARD PANELS Bd _ 3' EDGE/6" FIELD m GYPSUM WALLBOARD Sol COOLERS 7° EDGE/10" FIELD 4 o \ I FLOOR SHEATHING it d WOOD STRUCTURAL PANELS _ I'OR LESS ad IOd 6° EDGE/I°FIELD O N GREATER THAN I" CO IOd I6d 6" EDGE/6°FIELD .. W ` o N 6 Z Y � V W � W � � V D A.5 TYPICAL LVL/GLULAM BOLTING/NAILING N MULTI 1 3/4" BEAMS p - 0 a• w _______________________________________________________________________________________________ 2Flecee v-<• artowe or uv run.ee u'o.c. II�/""TJI Ib'O.C. a' p a PIEc[B D-4' a POWs aP In'DIAn BOLTB a la'O.C. >3� �w o 0 (� ■ ■ 0g3+m+ a?s mONgw fir I iji N�40 ti fl2 �¢ FLUSHII%" LVL w .w 02It Z K �� OOO�wUi d ow �Od <a 1 ■ oEc --_—= c3Eo ■ irci o��w�do — — — BM. PKT. BI'I. I PKT. _ 9 I/2" FILLED [x] I III III STL. LALLY COLUMN q rET-1 �24n - III 11 s"TJI Ib"O.C. 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FIRST 12:1' H ----- - TWO JOIST SPACES TYPICAL I r l a �'�� D� T 1 W��S��G ��t/�fe/��.r� �� UU a • Ir f MITIGATION CALCS: \ Existing Built Area OVERLAYDISTRICT 0-50' Buffer 1324 s.f AP — Aquifer Protection District r 4e' ^q,l p�c 4,� ,ao 50-100' Buffer 3040.7 s./ �w �'ei Proposed Building \i -CS�� ,f 0-50' Buffer 633.8 s.f. 50-100' Buffer 3657.1 s.f. t �R �Vy:.. Net Change FLOOD ZONE: � � n ` •z s� n : �� 'C 0-50' Buffer Zone B & C (see plan) 690.2 s.f. Less Area Disturbed Community Panel No. 11250001 0015 C 50-100' Buffer \ July 2, 1992 616.4 s.f. More Area Disturbed arod, \ �\ Location Map: F If 1"=2,000t'S \ �a ASSESSORS REF.: .p ` Map 212, Parcel 012 O \ I y.l' / / 0 Proposed Relocdtion a/ \ \ \ \\ ce/oN / .... E#sting Septic.Todk .. \ rnd 1���rll / /l l �nd Pump Chamber \'.. \ vl ZONE: . RD— 1 I Area (m in.)' 87,1 20 SF (RP- OD) ny O mg 66.80' FrontoQa (min) 20' V1 000 Width min) 125' Setbacks: o \11 Reetment Front 30' Remains Side 10'1 o PotoRear 10' ._ \ W syst w Proposed Dwelling 1 l \ o per ea « P 9 \ \ \ \ a 6 \ \ l \ #130. I / 2 Sty w/f �W \ ztS \\ FF.Elev 38-$' \ -',\ E tiog Pv ` °P seta - DIRECTIONS: - s \ ar Chd ber& m.e• s as \ vgnt I Tank / \ \ 3 Hyannis:Take Beorses —From�•. \ \ \ Way take o left onto Rt �' 28. and take a right onto Old Stage Rd. and o.right . onto Shootflying Hill Rd. - / / / s \`•.. i Work Turn onto Tern In on the Limit Right and the House will be on the left 130. I dqe \ \ Proposed 100' \ roo n Parcel Area, a,. :' it // .\ \ `� .��\ / Exshh9 (To30,460 SF e) `- OrNe po,a Notes: ( o✓ - /! 8'tuieK /�� — _ _ Ory Well'.,/or oo/ / \ , opee Runoll and 1.) The property line inf motion shown was `� __ Dra( ge i /�. o a� compiled from ovailo a record information. 6e4� / '^� / / io s�eer°`e 2.) The topographic in rmation was obtained tOp00.0 from on on the groun survey performed on or between 08/JAN/13 no 10/JAN/13. 3.) The.datum used is mean ea level / // ' 7s.00. based on Wequoquet Lake of um. / / /�i N7952po-, / , Norman D' N/j- - I St..�`� r // &Nancy K McLean oriee w� stone - o, odes/ n am / I O / stone - - (y OHv " --L Legend: cedar Tree i nary r« (44�ba o I 3 37• / r "i.(ld" Oecidvops ree - eerh emiterws rree - ® Catch ease, O water cote fround) wore `ah © Cos Cate(round) Pit O Cuy O utaity Pole CB/C e We, - Q V-t Pip. Fnd eater —a+w— ae.heoa Wires ° ——25—— D—ti-Contour ........s......., Underground Utility Line Title: PREPARED FOR: PREPARED BY., Proposed Improvments, Plan Of Land Anthony & Susan Wilson Sullivan Engineering, Inc. CapeSury T At 130 Tern Lane In PO Box 559 7 Parker Rood v Osterville, MA 02655 Osterville MA 02655 508)428-3344 (508)428- 6 lo (508) 420-3 420— xBanstable (Centeville) Mass. www.capesurv.com�l 20 0 10 20 40 60 ,. Dote: Scale: rr_20r Field: WHK/MJD Review:RRL Maya r 2013 ' Comp/Draft: WHK/RRL/CTR Drawing # 3300001—WILSON' �a FLOOD ZONE: ZONE: as FEZ Zone B &• C (see plan) 1w X27.2 RD-1 Community Panel No. (min.) ( ) 250001 0015 C X27.5 Area min. 87,120 SF RPOD # Frontage (min) 20' July 2, 1992 Width (min) 125' X28.5 Setbacks: Fron t 30' X27.6 d �1 Side 10 28.9 �O 'X28.5 26.7 Rear 10 R w s* 3 9,00 OVERLAY DISTRICT: ��P�°�e X29.3 AP - Aquifer Protection District X30J X .8 X28.9 X28.0 � _ Top El X28.5 \dC31.6 _ �* •! Bot X28.8 y�.+i- -� a..., mat ,}'�• � i' EI xs_ ..�.• v s ,...r: .. V•`'\.;, 32.4' - •' X29.4 X28.6 X28.7 Location Map: 1„=2,000±' CIF \e Fp \\. ``.� + + \'bc'oC, 3 X31.0 X27.9 ASSESSORS REF.: ~ .,'ti + + :;?�� x28.6 x26.5 ��< 52 k� deb° <- - } { x2s.a P G,�' s � Bot El X30.6 X28.8 Map 212, Parcel 012 �°e 5 \�0 \ �+ 32.7' l°off°ae�e ` s•' / �5 2 \ v y� �. + �i E � + X28.9 5 \ ti.✓ ry n r \� \ X32.6 To El P 7.8 X30.0. \N CO q F d DHy i J U ( X32.5 Bot El p, 32. y 1 \ \ Co t \` '� \. •t Top El X28.9 •.fj. ` 1 ��� \ 1 34.3'. Revetment tm en t / \ \ \\ t \ X29.2 C) \ Remains X30.9 X28.5 Septic System 1 f f J 1 ( \\ \ % Z� ��\\ X28.6 as per BOH carte '/h \ �\ Septic Permit j l �':, \i 1 x �� \ \ , t\ Top El #2003-613 \' J( 1 0 l �2 \ y\ x29.1 X3�+2 X29.7 Bot El 32.6' X31.1 \.1.? Top El I ° s r o' X29.2 r Bot El 33.0' X30.6 x31.7 2y� C� 34.2 1f ~ ���� •.\ X31.4 Air tiF �'' , p \ \ ..;,�` \,d,`\ Bot El `..,•: Vent T r 326 Parcel Area / •.. _ 337' (To Water Line) i + .. to �/.o 30,460±SF Fe �1 + o / Tree Line \\, N68,00_ i ........ ... / f / lV7g 32 0p hi 1, Legend: _ / ,/ / Nor NIP / man D McLegn s7 Stone $ Cedar Tree Drive Stone / +� Drive PLAN VIEW Holly Tree SCALE: 1" = 20' ON o Deciduous Tree Coniferous Tree 1 DIRECTIONS: 500 LBf From Hyannis: Take Beorses ® Catch Basin pig I Stone EXlS77N G ARMOR STONE Way a left onto Rt take OO Water Gate (round) Drive GRADE . EL 34.2t 28. and take a right onto Gas Gate (round) �`°c }-` / Old Stage Rd. and a right -& Utility Pole / ' \ EXISTING CONCRETE onto Shootflying Hill Rd. ElCB/DH / / \ >' TO BE REMOVED O vent Pipe Turn onto Tern Ln on the -OHW- Overhead Wires / o \ Right and the House. will \--- -25- - Elevation Contour ' be on the left # 130. ........S........ Underground Utility Line ' \ / o \ EXISTING GRADE / o v Notes: ('40, �%de Town ,i 3Q3j. / P} \A.°FMs� 6" BEDDING OF o EL 30.5 1.) The property line information shown was CRUSHED STONE compiled from available record information. 2.) The topographic information was obtained i�Tt � FILTER from an on the ground survey performed on C .a, , e\� or between 081JAN113 and 10/JAN/13. Water � kiln10NAL ggC> FABRIC Pit p 3.) The datum used is mean sea level 9 r1 EVETMENT�SEV TION based on Wequaquet Lake datum. CB C �o Water Fnd o Meter SCALE: 1" = 2' L N REV.: Add Buffer Enhancement Areas & Modify Returns 11 11 13 1. TITLE: Site Plan PREPARED FOR: PREPARED BY. z Proposed Improvements r"iFTI A t Anthony 8c Susan wi�son Sullivan Engineering, Inc. CapeSury 11 Hearthstone P• PO Box 659 7 Parker Road 130 Tern Lane Andover, MA 01810 Osterville, MA 02655 osterville MA 02655 O Bamstable Venter��,�e /V/ass� www.copesurv.com(508)428-3344 (508)428-9617 fax (508)420-3994 420-3995 fax ` / 20 0 10 20 40 60 DATE: GALE: Field: WHK/MJD Review:RRL Sept. 23, 2013 As Noted , Comp/Draft: WHK/RRL/CTR Drawing # 3300001_WILSON