Loading...
HomeMy WebLinkAbout0329 SOUTH MAIN STREET WAY I ov Y C1 1 W" Otto WAY' two INV- - "Von Q ,a -- �; ", Von-, o� All moo 0-7,1 W 0, I- Z�Q,� ASIA Too MAP: ARM A 103 T SAN" n yx . vn-,Y�, OW-4 A- n­1 6 OIL Y� � - -0. 'sox, s" an; 110 MW Ant A, 4, a IQ, WITS "-:i Whom On om "a Vona XIS Q,Qjjrj Up", QN"Q g -A X ywj V -151 , , __ M own g-9f yy 14,119, MOP wyi� V Wc I MW 14"M U OWN, ik wen g"glinjOWMA A MOO "Mi �jg M�: , "c" , "j"- --a" n- TAW wyum - A 4';�'I 1'� ; IRK, 'v",Zk IMM" Mm­ "Wr =ARN Y fqg* M, ,4 n "", , 4 �,�! I - .I -.,. '' '! . , __ n- 1 W to- 00 P 0-0 h,�Y4�� i"iP ""m-4t,t kA -TNT �4 Of SON �W Y " , N11", 1_11 I will It TAM WNW7o" INN. WSM - , ROM, Y &Rua-" 41,1, 4% Of; �al Awl ""Awn A-- 01, wo It �10 2Z -M ' 'MassA MAP S Al k 'X7 NJ A W, 4r "man" MW W"M 14,g 1-1 XT W..Al 44 64-4,i�,114,Act Q, Q, 1.60m, Aw r NEW 1 XXX WAN=T f AWN in 'Know. 1 moo. mop "W" M" 'M IS,SMAN,aw q gym qaNAAj- at,q- - lgg W 7w Awn �jqqx OT ,­­­ , :,�, '' , , '­qi A - �K M son_ 'o w4"'gre A q -moo, am! 1W 3 =Now All up, nwr,,kf,ky� .7v WA "K ,'3�,� k TASK-bMad A ­ �"3 MAC quy W wo crarm moos M HAP V_Q "IMN, 1 n 1 AM 0 Y k W-"UA AWAY%"AZT 0, Ell"A, A jj. �01 Sq� "k-MAS eon? _�r I 9 4Z P" Is INA 09-7,11, -Af AW RVIV11% MAS 0gQ,. Wm 1:1011 - Mal, F-e0_00 j ,RA M7 " 50-Qu act M an KIM= -"-m W'' A ON 01 Q A. , too, ANT. "WASS All ' 01 : AN 41 VS!! W V 0 A Town of Barnstable Building , Pos Me rd So That,it Ui a Street=A ro�ed.Plans:Must be Retained on"Job and this..Card,Mut bei3Ke t t Th sable From th n p :MltNtSPABL�, ., .' `'" Posted 1p . p yam� 1 el mat w � rt� t �ccupancy Permit NO. B-18-996 Applicant Name: John Vreeland Approvals Date Issued: 05/14/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 11/14/2018 Foundation: Location: 329 SOUTH MAIN STREET,CENTERVILLE Map/Lot 207 082 Zoning District: RC Sheathing: Contractor Name JOHN VREELAND Framing: 1 Owner on Record: Hutcheson Ronald g ' ' Contract' censer CS 107947 Address: 329 SOUTH MAIN STREET t 2 CENTERVILLE,MA 02632 i Est §Pro act Cost: $23,626.00 Chimney:% le y Description: Roof mounted solar PV installation of7.67kWrn size This ystem Per It Fee: $ 170.49 FM 3,o Insulation: will consist of 26-295 watt modules connectedswith Fee PaIff tlL $ 170.49 microinverters. r�Date 5/14/2018 Final: a Project Review Req: �_ £ � A Plumbing/Gas r 3. Building Official g a Rough Plumbing. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: � All work authorized by this permit shall conform to the approved application a d the approved construction documen&46r which th is permit has been granted. All construction,alterations and changes of use of any building and st uctures,shall be in compliance with the local zoning by I ws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street"#road and shall be maintained open for public inspection for the entire duration of the - Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on tFiis permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue.lim 11 ng i stalled = 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: 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. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site _ Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: � .� Town of Barnstable Building ;n.. �+ ..-.....gi4^°.ms'*.^' ^s�wr«.. _._. � .. .. .-... PostThis Card So That rt is_Visible From the Street-Approved Plans IVlust beiRetamed on Job and this Card Must be Kept g 3• t 4Yn }. k Until Fina Y (.v '""� �$ Posted l Inspection Has•Been M_ ade *; r �Ay.m�� Where a Certificate of Occupancy is Regwred;'such Building shall Not be Occupied until a Final Inspectio'n'has been made sp +..._. . ', , Permit No. B-17-4443 Applicant Name: SWEET,ANDREW Approvals Date Issued: 01/04/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 07/04/2018 Foundation: Location: 329 SOUTH MAIN STREET,CENTERVILLE Map/Lot: 207-082 Zoning District: RC Sheathing: Owner on Record: WHITMAN,ERNEST A Contractor Name-' SWEET,ANDREW Framing: 1 Address: 329 SOUTH MAIN STREET Contractor License 112785 2 CENTERVILLE,MA 02632 Est Protect Cost: $3,942.00 Chimney: Description: Re-Roof(Stripping Old Shingles). sPermit Fee: $35.00 Insulation: Project Review Req: k /f ;Fee Paid $35.00 Final: "Date, :. 1/4/2018 a ` 1�ek {rLk,,.,,),(,4/ Plumbing/Gas x � Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after,issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-lawsarid codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the f work until the completion of the same. ,�� Electrical The Certificate of Occupancy will not be issued until all applicable signatures,by the Building and Fire Officials are_ provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing m Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable *Permit# 'Lp Expires 6 nt/rsonie date Regulatory Services Fee 3b�d"U v� Mnss $ Richard V.Scali,Interim Director ,ems�a,0 Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Vaud without Red X-Press Imprint Map/parcel Number a o 7 O 8 2- / / Property`-Address U-9 -50,/A 11 a;n Sf.. c/�n 7er V; 'e Residential Value of Work S 3,a`t 2 "- Minimum fee of S35.00 for work under$6000.00 , Owner's Name&Address t n P S Y ;{'n.,crj--1 J M ;n I(e M A 3 Contractor's Name ILAOj Ap A oT A ft cr Telephone Number Home Improvement Contractdr License#(if applicable) .112 M S Email: Construction Supervisor's License#(if applicable) ZQ Z ©S [�Workidiit's Compensation Insurance Check one: DEC" ' ❑ I am a sole proprietor 9 ?®�� ❑ I am the Homeowner '�1 �I have Worker's Compensation Insurance � � � °�- Insurance Company Name n/.TTI��l�L VL iV/aA1 Workman's Comp.Policy# 4 e S S Copy of Insurance Compliance Certificate must accompany each permit. Permit Req (check box) / Rste-roof(hurricane nailed)(stripping old shingles) All construction debris will betaken to Lrlu�(P �I�iT ^ ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U Value (maximum 35)if,of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: ope wrier must sign Property Owner Letter of Permission. o y the Home Improvement Contractors License&.Construction Supervisors License is it SIGNATURE: Q:IWPFILEMFORMSIbuilding p fo 1EXF'RESS.d c _ Revised 0613131 I Home Depot Contractor License Numbers: MA: 107774. 1127.85 Salesperson Name and Registration Number: Christopher G. Read : R-1-073-13-00024 Home Improvement Agreement Home Depot U.S.A., Inc. ("Home Depot"').or Service Provider named below will fumish, install and/or service the equipment listed below at the price, terms and conditions as.outlined on ttis form. Customer Information: Ernest Whitman. : New England South. 1046899.0 First Name Last Name Branch Name Lead# - 329 South Main Street ICENTERVILt MA. 02632 Customer Address City State Tip.. (435)659-9398 Home.Phone# Work Phone# Cell Phone# Customer E-mail Address. NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 90.8 Boston Tumpike Unit-1 Shrewsbury MA 01545 Address City State Zip or Email CustomerCancellationNorthEast@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS 'DAY AFTER SIGNING, UNLESS THE -STATE SUPPLEMENT PROVIDES A different CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN.YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESSDAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR-PROFESSIONAL, AT YOUR SERVICE ADDRESS,_ANQ IN SUBSTANTIALLY THESAME CONDITION AS WHEN DELIVERED,.ANY MERCHANDISE.OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME"DEPOT'S EXPENSE. THE`LAW REQUIRES THAT THE CONTRACTOR GIVE YOU A NOTICE:EXPLAINING YOUR RIGHT TO CANCEL,PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRI, 'EN OTICE OF OUR RIGHT TO CANCEL. Acknowledged 7 X k 10/18/2017 'tomes" nature Date i_ 1 t , a ` t. y '*� - Y 4 K fiw `v„ F La �,:'-_,a.-I._':'li:.,''��.-'.­"�,1,..-,��,,,"...­. ._.:..'�',I7 T'i"Z"�'"�.,.'"�i'�`"'�,",.",::�.,�.�.I�'..��L���I,..1-,',-.'��",Z,-"',,.r,�J'"�...d."i 1.i�.,',�I;L�:I'�_'p,:"%,�r-,I,"i'.,';.I-." N ,�;.-,,".�,;,:....,�',�i.1,l,.:-",1'.�,:-'�.­�"���.;,� �1'�"u.'i,z1�.l't.,�.�'i,'`�,i.*,-­..�'.�w;._:,'l '�,,-'�.1',":�""�,.'.1,-5..'�.,,�i��!.".,:�' -���i'�"'.��,_;'��7',-lIi� �'.-"�"k�-i:'"." �I'-"'_��-�,','�',,- �'�!'_'.:t�..,�.,,'��'��'_�,i,�%1,,-,�.�,T..',�I�-...,Li",".-'i-Lii1 ii -.,.­.," �,,:I:.:�-'.��'�i;���-;.'�''''"g��".';-��;,.''l.i';"���:.�':,V"'�;-"..:�n:�.��r..:.��" :.­'�i:.i!v4'�'Ii�,:Z­,-p',,A:,"'�I�, I�"_­"W,��...i�—i'_"1I o_��.�. .,1,'1,.k�t:.-..I.aL:..'.,4',i ',� .'-,.I.,.,.I".�'. :�'�I"I�.",z'":I�..'��.:,i.4'�.....,.:�"'.. �.,IN...i��"_-".�..L'`'1.:il.�"�"1 i,.'q.�::�­-ii,. .-,;_'I,'... '_::.,I,�.�,�� .*�r,W",:.­'.I.ZJ.-'�!�L�I.I,, i-�,:�,�4.,i.l"":�'.,',�.;,'..,lIJ,.,I*'�,. .':.'.�0 ,;.; I!!" �:. �.'",.I.I.."I. �." I.,."11._.'j':',�"-"%.�I.i.l �,"I""T,���.I. ,-�� y 0. '! ' ?3 t "' .. t,W k 1 1;� ..i s 'c - K'.r d ; C j -. :. 4 ,< 'r�y { 3 z r. 3^ .}. , � �e na x r t r :.,,� t. 4 _ x e '�s Y f � Y �, 6 kt ,� k 4 ��, f s 1,i''.I"�v'� e.i.�:.:;:,i..,�.,.1,;. .,1-.,:'.�.,.�;I�:�,t.:��� 1 I'I' �' t .�,:.I «�,, a 1 ! � ;"kN,l,,','i"...�"1.�..,"1�"1 I." "I ',' 'I�d.:"'-.:.'__i II.7q.i..li.,:".,�.:�.-.,.%,,i ...,�'.'j."-­.,�.-��;�`.-1��.'iz,'.�I.4,-.._I.....'I1�i-i�. I,d"'.,-U�.:-I...-".1'�.'i.';I. ,'l".;�..�4i� .I.'.'' ,-'e"I .l�11 ._ ",;,--�,I..:i.:�,.1..�.�I. -.a�..I,..I;*'tl"I .�.f�i,�,...,.'.l .' .I::.. �:i....�.�,.�_ -�..:I�'',1.I"�""��'L"'j 1:"���,�­"'`�,N...'.�i'',�-i.�_�I' .',j.:1.',,'.I I:�_.':'". ..I ..'.�I�... L1.iI�-.4,­��.� '.d.... -"��. '�"�. '" .�,';,.. �i.I:,i -'.I% ,...�,l_ I:.'��i ;�:, ..:i,,�.'l*.�.�*.'4�I ,;...CI1�. ..t .i., .�'�'��,. i, ;' a L L 4 p. r F ':�,..1 III . t x}; ,V1. ' l � i• 4�rvrt'P1ro`xrt. �. I, a ". ,.I ." �.;r r a <. .i r. t .I r tY .M L C '. A ,i'y,xM +Ff' L� "'mY y45Y \ eN ' !'y< � sue" g aka: �..ry N l ..,i .fi t x�.^ - `jp•`t r 't. �k i.�. 1 h /M yra.` 4�*t ,`y kx A ,� ( J b W'- ;ti' i- aE r � ] ky�u"fh q '•: FIB A ?i' �' ,7 t iM fi # y ; ki } a a 1 k lixM K r ! jl V 4 4 4 , . .►�►��sr{{j((j q a ..a r µ� 2 I r"' '"z, r ° t 'a qr�m++"`i• a ` 's.,i 3 ax "3 f 8.p it a 'R 1 k ',J .. ti �, t �' 'per.: .L f ,'"�q.'&,,*,'�I'",,r;;;.�t�4��",­.?"Z�'�.",j5'..�",I�y I-��"i.,J'.-.­: .'I,.i.,..,:,''.,,;�-'�.��.-,,w,ii-..­:.i,�..'.-.'�,:I ki��'-",,�i"�-"I,��"',i.�.'�"."1-,�,'.;-�"'"'7'`"�i�'�i�..5'',k 3":ilT,�; .�...-I����.,,_I_.-R.I�7,'',:�'-I%'�:_�'�,i, f:. ,.i�.'"?:!L�.'.''��-_:�,,"i�1�."f,��41;i�.,,",,'..�1�".�'"):;o'_�.,.Q���'":Z�''��.'',*"u%5�,��,�''�21,Z,:PI,,,,".,,"'"'vI�-1 4�..'"I,ir''"�4­;,k,-i'_�-­",��,."�',�j�i�W �,�'�-M'"r����-,,'.�,���tV���i,�,,��:4"""!,,�''�;,.,���:,,�"''`''nx.�,","''"' . "B 1[J �; � x-. �t ,fl1' jY�� $Nof-k x 3 .lit 3 =��:��.,-�,',�_�.L��';',�1.-.-.'ii"�,O"�"o''m�,'­_I \i Me 1 i u 5� . r .X t J fx .-1i1....'.,I 1�I.1...I...-.I�.�I.IIII',I.q.:��p�I.-4.�I�".t�I....��III'.A,.'.",..I..I 1 I�-..I.I.....I,..,..�,I���I I.....II.1.I I.I.II...-II�-..I��I.,I,..�.",11-.�.­"'.­I.IIII...—.I."...1I.I...-......I-I.i�I.�I':"l:.I1I;�I�I.,��.I...*.....,:I�;-�-�I.I-11....�II_...�qI I I,.I�IL I::I,..:�:i.,.�...�..�,..1.:I....1.:I I._I.�..�I,I�I.....II..I.II.�..'�,.-I..�I I.�"�.II­.I I'...,.�'�I.1...I�.I.'.,.�..11.:.,.I..��I-IU�'�.%2,I::�,^%..1..�,.�.�.I.p...II,��1:._-...�.I�......0,I i:.I..*.�...I.I.�.7..�.'j_.­�'I-II...',..I.-..:I'..�,J�I:.�-�.1LDI,'��,�,I.I�.:I4�.II�.:­I�,1.,­1.�..'.�.I.1.8.1:".�,I.1I.I I."I.1.'.'1.,:IAJ-I,����.I...'���4�I"i,B 1..�.�,.�I,!..A.0I..'.,-I.�.�"�I,�4'I.�:,'�I:..I�I.,.I'I�..I�1 1"'.-I.1.:II v.,.!,I, �.�,:..Q,...,,...n�.....V�I.I%­:I'I�.I".'l I.1 I.:I.,..�*"'i.Ii..�..-I'�.�1'r-.1 I.I:....I..I',l''1�1'1a.1,P�I.r�......�,�.�l!�­.tl­...,"I��"I.�..'.�,1..�'.1i1.r'�­:i1�t.1.�_,�,'�:1'.'-"w,.�I,,.r%�I:t-_�.1��I r��1I,:Lj'A1'.I','-II.I.:i�i;K��.'..;.i..I,:..'1:,....1..II I'��;:.��,.I,�.n�'a'..�..I-.1..���J a,.'1-:,..41..�1.;"1,.�I�'�'-;­.'I.�,:-.�',A I.:1_.:a�.'T1..��,'.�'"-i.-.,4"f;�0T'�i'1i.;II'I,�l".l1,I,"t��I�:,...''".,-,.�..i-'i:'.;'�"_,I�-.1.;�""�..����'"11�.%�'�,'�-:.1E I_'I��.,.11�.',...I'I,,',.'I.1.�,�.����44i,'.'11..,,I.�,.'.I"��I.�.-:�I I�'.',*I'�,I�.,�.I.Ii�,I�'.,,i".I,I._.II I,,_Ii'.'r'�I,�!-.,.I'..'-..*.�.,-rI,''.-�I'.'�­....-*"�'"�.-,".i.-_-.��,t..',.�.,�,'�,1 I*.:­:.'"...,.'1:I:;t..��.;�.,I.,.:­I4�...I 1.�.,.I�1.,..'.'I.r�1..I;�I*,..-,�.�...'�..�,.�..."�"��-1 I.I_...S,I,I'"..-._1_��1�'.I,I ll,�,...�:i'1..,��.,111,��.;,.:�I.';�I:"I�._,.�_I'�I,..1-1'1I..�­��.�l:�"..I-'',.,-"..v�,I J�I..,V'II!I,(I�,.I.,":,-l:�'4 .1..I1�-!,....��,z,'�.�.­_I i;�'...­"e..'b".q",.;II�.,."I,.�?-._'�I:>�-'i,r�"A�_.�,�I.,".i."v'f"',I"tj�'�.I.�l.,"-"','-',:�I-��,.,..,''�-",,j�..�,,,'I Z-.:.,�-N�'4',,--.�.'-,�1�'—,�'41' .��:�.:.�'x.,�.1L,,..-..,'"r':,�­*­i,i�i"..�­"l..l,Ik,.:,4,��-.�­�I;LI."�i,''';'�v..'',ji'L:.�'.'��..�..! iL,��,..�.1�"'��I.��._�.��"1:''' ,,�'.'.,".��'AL�"'�",:-.',.,�.I'1.�.";p��.�'.' �.4,','­,��,�.,���­�1.',-,'.'-e'.l,�i.,,�"�,_�"'"�'.::�'.i�;�,'.I�,�.""i...".��"�.�,'.'.i .";:�.�-'..,-'­.­"�',,.'.��'­.�.�1'L­I..,'' I�a_.�'.-.7.,�*i�.P',�.,�1�,-iri��.l�.'.'i 1.�,.�-"l,,'"t1'�.E�'"l.z.'L.",,�i.'.,'� �l..,.;'`''I""�-.:'�--.`I��''".:.,�t."�'.�1.".ili._',�?",.��'"-1,rI';'�l,:.-­:.­.�' l�,-'­�,5�5.�.l�.O.�,:-'4-�-.,'­i"z� l�i��..,-,61,1f,"'''�'4v,!:F*.,,"W:%'V'$,'A'r;'&.iti3O.,5:-, .',,,',l!.-t..��.�l. ! t A e, 1 hl Fila r t i ,'I I.i I.��!,_-I'':"�' -,,�,V'','��A.��.l.�i�'.."��s",i_,'.-4,�I"-"-,"�,�­;,�Il..,ff.P�.."F"���i,'".I,I.,-_..�I,',L'.,�7.?�l'l.,�,._..,;.,"�,"L t""l�.:'�1.1'i�%"!IY���,,,kI-.,,4 L,_,.­�''I",��! .,,,-.,'._I'_I":'i',"�i,','.."--,�t',�I,"l:.i,�'',,�',.Ir.,,,'-1.��"I'I-,�."�0�.-.'­":�.-,��,..?.*;�.i..,.�,�_,..p.,:�1,-II�'.I,'.'.'.,.L,�.kO'��_',,'.--I o:"'­.�-,�i.,�r r,.�,',�!�J.'��"_,-,i,,i::;�.�I:�,T.:%'�,�,,'­,._�,­.I-"...."�'-:.,.1",I..,:'i.�I;I�.�_�;',�,.I�"��;�iA''C�.,1'�.-'M�.i'�"��,�i:�-'A',*�.'''�".-­..'�'..�­:�1.E'!_".�,Z��,.'.,."I.r,�I'I:".�:'�,:.�V�I I,1.,-'.�.,;.11,"i�'�-­-7,�:'....�.,�:�','I-'i--l.�'":'.,:'_.,'_.-:,ll,'_�,.�-,1;.-��:��'i�-�.s.:�­.l�4..i­��:,,i.'.�.:,.,.''i',''"-,,�-I..,,0.".i�.1 i_.,�,�c:':i-,.0�-.,:,",I",,";-'-'.�__,',"..'�"1:�!I,".'i;'"'"_­....'_.i.,,.!.1."]i'��-Ti%_ol`,,,""._�F-."'i.�"I-.,_"��,`,.''r-.I_;"',"�.�Ii-CI�-L�;"���1,.a.:�,"-,�",.,'l'!'::,­-._."���"-.,�,'iI�I:;�.''-I.­_.''",:�i'i f.�:"-..:3,�,'i.'_,,;-,�'1.m'.�)"I�..,i..L I,;�--,,;'I'-I:.,�:,:..�.-_.4.,"t i,',-Im�,�-'�.".j'�,�,..,�:".,,'­-��,.".'-.,-'..i��A�LI,"-'.2-'�Ii.,45.­.�.:�-'�:%'._:'".��,...;�._`'.�.*�'"­��-..,7�.O.�:'f.,'...,._���I",­-:_,..,,I,.�.I,�47','","�,,"�.'"j�"'';'�,.!",.'!�-­.��,'.e,."z�"".,'.'-'�—,��,'.�,_','i"��,ti,L�'�i.o.'t4v'�,_"1"",-,�i,_�;�.j,i'"��i r�II�"14".,,�.i."�.,�"-."';Wl��.�'�t:,'�'�)-�4'�-i'�"-,�',�;,.-1�.�-�4;...�.�-�-,..'�-.'':P:'�..,�'I—'-,,'.,.'n'�L'-'.,-,�..A*­��'��',,,'2-.;-,.,,c.!7..:._-�I'M I�,"�:I.,-.��,'�"�"­..�i­­.,::.I',.�,''.'.---_�'..'��.:4�.:"-.�%:�.,'..,,,"1-.,-I�.��i�­�'�.I-�.�'-..,.:"64'�-.�'�..�j�1,�"_*,-!`.',,%'.r,".­�B.`,i K..,�-:','S,r,."-"�4.'-,.Ii��"_.._".,,i'1,�1'"':�,-.;i.I.q'_,I,�.''*.,-.,I.�"L 4u''�;.�4";";:',�I.,;,i.,,'l�".,",'',._'�'"Iw',"ll',.v.�_;�I�i­:�'�:,''.-f,I l�l,:l.',1,r����.'­�:"I.�,i.,.;''.�t,�,,X.�.n,',-:�...o.A.j1�.li I 1,:,.�';'_.I 1''i,:.,',�I'�,.i"...'1..,:';',%,4'",�-���­II':�.�1-',i,,,*,'I�,:",1:,,,;_'jr"'-,'.�,.l:,I...�i..-�'':0-��.1'�.�I�-.:.�.,.�.I.'�I:,"��',;.1I i..:-'�I:1�,­L-,-'.,j'�.�..�,.,,.".I�,.Y�,,..i�-�I:,_4 1.�,-,-,,.�'��I..'_,�1':,4l;-�;�,,"',,�,-o'".I:.,.'�",..,"-.I.�.':�I,'',"�_,..I"...1,�I...'',.,.�'I�i,,-,�'.i�s';��'I.''1�.­;".,-''L�1e,..1l,'..�,:.�1,:u�':I,�'i.'''�:,..�'4l 1-.._l.�.-­.,,,�;._.'.:I I,i,,.�'"_,"�",..l.-1�--.IN.;,a-I�,�S,.'4."l.�I,-;I,'��...1,_�_.I.,�.."�.,,".'o i';'�l.:?i��.1,I.'"I',i�'""I�'".�i,-i,'I�1.";,�'�-"..�."�vi'..1,�:��I''",.4',o�."4 i.'.I",-�,.i..,_.:,..,'mI'�.�-.I'I,..i'"..,�"'-�-�..L.,"I ,'�.I pv.����'.",l"I��I.-.-t 1; .i'­�1,4:�:;T,a.m,;L�,,"!'-�4'',.4: .i�.L.:­;�,."I.-1�.;�' "���7�'''1''';,'.!,';�,1,'�.Il,"""'",��!.�4'"1_i.�,,,"""']'",...l!��:��0,,.::',l­r'l!"�I"-,.1.,."i",-�r'..",,.,-�......,j�i��.�I'""l'"'���� :4-.4 I'',"�4,I-'':::,'-'I��o,"'"�','."..6;;;,11,L 'lt".� �'.���. 1��.'����I�;,-�""',", ��'.iL,I'',i,I.''�". ��.-i,!�,"';1."��­'1��­ '"� "ii.;-'I,L,I;I.,l'"�"I'I,.....1.r��-iII 1',l,4-."�''.''%,�",1�.j�.�m�'j 4_,!.,.�-�l�1_'i,"1,i,..',..'�,I.;'�'� �'�"'"�.,��,i".4.t;"-,­r�._,:�i"",.xni'�'.�_��i',i i:.'','I-.'..-1 i.1��',,'',,,''.�­ ,",.''..��­..��..:,I..-:�'.­,,,.!.0"p"�1 IIii T!�",'._.­�-.r"1...,iI��.'4.I1;�._�.I.�..,,,I,-.I..iii2,.'I-­�I,�I.��4:.��'�_"-:,,I-;�,."i-,,",�''','*,-��,-'�I,,�0�";"��'',.;,:.:,i.!­i!-�.-�:.I'"..i:.m�.'"i.I,:'.�...',"",-�-j1I;�,4i�'�,�L'_.,..�;4.,.1i`­..r�,'-.­1��1i��7j....'�P;''���.'.�.;'��.?',, '-��j­:.�I I'�,-..1''.2i.:.4::,R��;�4.._.�,_,:�-.,?�'..�''.�.�'�:-�,�.�-.;�..:,-.�;;;;;F,��;)-'"-':—'-.,',�:",.;.-'1,.':-N"�' �],..­L..:r:_,��.&!.:_-i--�,'"�'��i,."-��1i::7�!.1_,IiI_�: ,_,:i".%I`�.�"e4"4�0�._c­:�,�L:�.I:"-,i�..'��,'1,i.�'���"':l'. �Ii�.l�;,7�,i"��'�;.9-�;'''i1." ,-%,,1�',,''�''I'�'�.'1',�i%"zq�i-��;.,�.4­L 1�"-,':,,,.��.­.,'"'-'-',i,�;I,� .I,i:11l'��­,�,,��­.�;_,-;"..';'­:'F.-,':_".",i-,�..-,.'.."-.,,"�L;-.­'.�,,.,���,''.17,--�..�.i,, .''.�,,_'_,,­11.,:_�...�,1:,:i�r�...'-,".,', -,,".;1�..��'".,,z.�.�1.�'"�_....-�'-1.,r..��"'�,�'f R:,,'­��_'' �'­j-.,�:,'i 1'J---.�.:, .iI.;�_.,..�,'-,-�o.-.:, .-��p-_....,-1.".'�.,.�..*�.t_�._.',:',.­..-�..I.�.:'-'..�'4_­,1,;i,I�_._'-,'i� .�.',.�I 1.;,-,�,�-'I�'�,�.",.I.'IL.m!,I_'..i..:.,,,"'�,. �;,.1,g.-;,I...".,:t'L-,.­'q.�,1�,.��1'�;iI�,:7-'1,."�_i''�;'�­�_'.'",..�.'�`,;�1!.'­1�.,.,i.."...1�L7'-'�:"b.�i_I1'i,.­-,'.,,,'v,'I.,:,�",7�_,.w':',�'-"."� .,'.I-I�"�..l�­Y1.I%6.i'.4.,,'.'�.:''��'.�...:�F'.­��*'��o,.'�.;"Ii�i.�,..'i:���"�i',,.,.-��'�1.­"_-�,i;1,,"'�'."7-�'�,'�;,,­,..�"'­r:.:,�"­..I,���-I i��l'';:z��I�.I,'",I""��'�_,.,.�".''1.I�.i ��,I''.:�.,.!�,.i:-'I!.,.*',I,,"..�j i'�- 'I�'q­,-'_.,.,..*�"�,y';:i�."....��;,.I;'��c-'e',�.,,1�,..,I.,-r�,,'.5'.�"�..;,.:�,�'',".��"",II�:�.a�I.i.,",-I,�!'',*�'_..:',:�'".'I���s..;.�i,I�''..-, '�,-�4-�..�_-,:.�'�",.,"!.,.i..i...1 t''_"'I,'­..�Y"'�.e_�,N,�',If,r"'­�'1i���_g'�,��f".,',i,'.-:_'I'",1­'t_4 I jl-,."',��" L".'l."i.,.�,'''�,�.t'..,�.-,.�1"'L,"�"�""'9.t�;­".'�;�'I�.1-�:�.,"��!'I.",4.'i�:";�-'­�-"i1,.;r�_I:�,.-:'�"..�;D,.�l.,:1':I"�i.',.,��,�.,,,,i.�],�1�'iI.:­,�"'o.�i,���.i�..'�:?".r�,��-.ii�l,.I'".4I,��...:1­L�I.,:�.'..,.."�i I,O,''.:",�'�:-,'.,".1,"-'..,� 1'.-"'"p,"-,P"­'";;,-_­I�,41.,;''-'u�.,�'",;''p%,II','X 1".I.;.r��,...-',�'L�'!;.,�''-,,."�',�1�:�',I.�"��',,'','�''?A'I,�'r.::,'�lz'� �..",'I 4W f'S 4 ,nr 1, 'ti r" ��'{tk f '� 2 ra y'� F M 9 t ' �' 1r' w t S , $ 4 �'..,E':�,.*l,'­r�_­'.�;�,I""'7',�'�:',"..-'*".�'""'�:''M_.���%'I�.�,,,'',",,�.'"-'1I.:;1'',i.I."r1" .-�-�.i1 L'��.�.:i'''.Ij-�' a, kF W J r N;.'.�'.�F:.".'��;''..�:'­'.'J.i'��,1,:,".I:-�i!..�I,"'i"1-..�".1i��l.­_';��.�".j.l,"I7,.,''''.-,;."�1,4',""'.-�,'�5;..�,..�­.,i��oi.'L,,�i..'I�'�-''�.�'-.-�'..:�,'_,i�l.:-.�'�1i'..,'�.�:'­":L;�.,'.I.����'­.",!...."�"r,"�.7P'�",�7,'''�WI.,,'.-,�L,,�..';",�;4'�,,,.I",.j'."_'.1.�I.,.,.1�i."...._�i:;r,,.,'_.i".�i,.�:�.-;�.,-I'\.:-�'-i­i�' A ,, � c Sr sM 1 '" r a .i,�.i.'_.'..,i."'i'.'-I...,,�­­I"-..'4��.'*.,."�1-.-',,'"��''.­�'..,-,.1.'�-..�"..1..�­,,i'­".,�'�­.."':;I.4:,.�.,_.,Ii�:,':%,,.,r'.':i,'''.;'',-'�'"''-�,.�:i�i.__'��4''v�,f'.�.�"1'';''",j"'*.:"''�",L_-'.��..'.�l",?"k.,�I',­,�Y1;.'�n­:�,I�,,i;-."!�x�"",_�Ii"'w'Ir�r'"�k,-�.,���Z1:"­''I:�"�1;�;I*"'�,-'.'��I-­,.,,,.'If,'j�:".-'-,�u'�.?,Z,',i��;.L'.�-�-­-e�1"i.��:7�:��".', ;ll_",..�'-�.,4,''14 1�`1�,,��S",1- ','��""I I,�,..",.1-p��'��I.�I.,"�I,�l�:.��v�"A.,�_�I."�"'i�-4..I''L�!0'.�t"i����.I �"�e.'­4.:."�4�.,i;'­"'"'�3,': r 1,��!m:ll',1" ;'.­�.r�.-­'��."'�.,"4,..",.­l_"r�'.,"ILI._.%_-"I!i-;,r,S�".�l..S�'�1� �,11..-�'�.4'''I­1.,,,,�I:�.,'';"l�,i-',�'i,_.".,"i�-.'�'.�1,,�,1��,.,.'�;1.I..'-.I:�11�I,i�,��',�'.,,,4-,1�;1;"'1,��+.­�_1,1:4;-,'��."�,-4,�s"i..'I�',,�"...,.'_.'.,1.,P.�i,_,,.1�,,,_...,:'"�t,�I I.",.,�-��,:("",�1.4'*��­��-,i�L,��'�ff;"I;:1,—',,I:.',�-­i,-l'6'.:;,:.1d,�.z.'.­­A_'�_:'V i""",­.�I'�1'',4,.��",',i��..','..,�.'i,...:,,.-; ".-"1�1'.,�,l-�Il-,,11'..: .',,-''o..1-",'.:,�1�l� "11�"--,".'-I,,"::­"I1." ,i.��I,'111�I:f 1 1�.11 .11,";.''.,"'..."����-,;:.,._��''L"LL..�,-',lI�.."'6 1,,"'.�-;I"`;t1,.I�����­'i�"�,.'11'7.m'�t'l.-�,,IL��e'-,"%"'��'v�,�''...i'­­"'.w�.�4,";II.:'''�:"'!!,11-��"".l'','W-::��.ill .1��"",-'"I�'I�'��,,t,',,II��;;l.. ',.;"_i_.,,-'��-..I�;-.�'')i�i.�'"1�").'';i'"i,,�.�'-j.�'�i1,.,,"t"i.I;,I�'..',�.'�--,­�:�iiL ir�'��'i_I"'��'.'...��:1_�"�.,.�";,,���..,:�",....Si�',���-,.-�,:''L':,"I,—�'i��''—!'�F%,'.,�-�l,I�.j 4.;_;�I��I i;�,'::�:.�',"�.I�;,�"�..V.�..'"l',;�''.,-';,�;_.,,:::-:_-1_.'",,�,,-.,,I?,_�6­i.:.,:_:­'5.'."'"�.-J��-";.,�,­,..'�I,��,,�;�',--'�'.��",,;, '",..�,'.�_­,,­..i'-,."l.a.,.,-�_..�"'..r�...,-,z�.,_,�1,t".,,:,I.;"-.'"��;.l',�.i�Ii,1i..II..,,iz­,­�:�,�."i,;,��._'�,- ����"'".�,"-'�',-,'),4i-�,.,�i�'.��'+!�;I'.,�"�"_.'.,�'..�1,1�'­,1,..���6,�.i1���'!"".:..i"�]L.�,.,'.,,i'_���'"�1j,:,.�k,�i":'1":'.::�,,'-,'1'1".�."�,P'.�a"�,,.'�;t.','.,''1,'�;­�"--I",',�'.:'-',;..1,i'1���-��.;.,_oL;,­,�.��.�,.:1�i�.�""�1I,,n-�-,;,;i v,.��i*,:.4�F;-_'':,­.z,i_..i"l',�,,,,.L_�.i'�e�,'...,%.�;,.�'.�''l,��,:."­;�.-��':j',.1;.":'t,_,,'��t�l,I 1�,i."1.i�.l,��',_.�"2,'.,'._�1.­..e�".�"i,�_-,",j_�_,Z.�I.i,�.���­�i.'.',%-,r'.'�­I I�',L.',�,-,;--,-,�''�.�� ',�,-,.�-�,1.­".�"":L",,�'9..�­"�-j.,�...",.-'--.,,,.:,r:-I.:�i":f''.-�­"��,",'_.­'l l..i".'"�'''%�'._�I�:..''l"'1,,­Z,.�"V"M�,.1;�g.�V",!.,'"1"i"-,:,,��''.,�i""�'",�I��'­'',i.j-�,-­.l'''�.*A"-,I-��?��'t%.i�-:',�..,,�i,.­, x, 14 r w a i ya t 5 , r .,tM1:-z:.,,.._"!.,�1"��._..'., i iyw,, i to 4..µ x yC -K �,.1 , �. ¢, �", i i. { A. Cf U y' p7, 'fit `t x ;p'_-!'.i".'' ,I:�;'�.'1�_' }, J �t 3 Y F R .+ t t i N v , s.N'i r b r 3 F `+ wT !( t y ? d a t eF + 4.t� � z i "1�'",��'.("'''­,'1��,j­''-:I,"�..,',�.�"'j... I­:�',�,�j.l.:;.j".��'�4�':,1,"L�'I.�".'I.I.':).,�,"'�'-::."''.�'�-'t',:."';L,,:''i'�"-..�e:'1�-'.',''.-"�.�1"�­,�,�,�."'"­'.��,'.i,�7�J,.tiI',j`.---,'-,�'-T;,.,Il:-;.�"­1."i�-I n� -i,-4"",i 1.�.'4 i,,-.1''.I"''".1i"­"�',.!::��o,."�i'�,-.�I-,1 '",�_-"'L�;`.i4.,IO;,"��,�,�j,--.i'"'s-.,...�",.�F"^��'Li,t..,lj'�:�',".�i,���f'_'a I-�I�.�.:-"."�y�,��,L,f-;4"�n';'�'i'�,I,.;,'.''"*'��""'''.��I''k�.g.-�,"-�'..,-�,,l,�..�%,i�,�"'1 1:.,'''L,,.',��i,;",.."_,"�..,i" ',i.""­f�.iI;�2�,��:3-_:."�-.,,,-.: '.�,"�--.�v'_,­,_�,i.,�.'.''1;��I-,,i.'�."it ,!i,'�,!��".:�,.,":�'�.,',",,e�.".:,:,i,:'2-i,:��i'I11_�'.�i.l.�.!.��).,rl"''.­,'4�"i'_'"�I.�',,'�. ':1,'_�.­i!�.�"�!''''��"�";�, ,i_�,?�Z�"lI;.i_',:,1.1'iC�v' "�:!_.5l i I�1"'t',,�I";1,.,Z io i�''1'.".._��-.­�Z'­.l'�"","�­��r,�".1_�'''"4'.,,'I�,I t,'.�,�';,,'i''�,I�-.�.�,_.,"'_".',."i",T'�_'.�'."'.'"'..'',-L .,..,-j.-���i:'7;'I'�.,i�­",..:�Il­'..­�'�.;Iw.._:-",�,;.;�.".-.�II�i i i r_1'_-,.i�%.,�''':-­�'_,1:.:,*7"l.�..,,.',.;!"'',:��,�-,..-'.'i.".-�11I'�,�-,,,.,,_�,�.�:��',­.;,,",�i1,.�;'".­_.l*-:I*,�,'"i'.,"_,1�,.L-:' "�)-,j§..,&''-1�-,'�,-,'I,,­,o­''.'1 J '­�'',:"V:���..''..�-_"�"T..-1"..I LW,..".,ii,.',.�1.'7,4L'i .�.';,_',�-":"Ii":­W.i'i:�I r"'�"Z�.-'�,�.14.�l�_'"��4"e-'�",�",�1'_'.,���.'�.i,',N",VM.'�I 4,i4 N���',­:i,1ln",�.i_�W,,�.��,.1'j"u,�.l'..I 4�'A�,-_1­i"��'.,,,I���i�;i'�;'14,',Lv,�­�"_�W"',U�'�"w���'_�"-Nik '�-.',,'_-�,�,!�!"4.....5i%-i�%.�-:-'���I�;.'.,,'�ri�:'�,-,k�1"..i%.i�,i"'4-,�,!q­ �lI�...-%�,"i.'.-,.�''��0;i�-".".�"'_..��'�....';i�'"."��.it�'"�;;,.�'",,i_"�,.'�.�.,V;'"'��'"­,;�­-.�,4"-�,l'.,,C�.�',�,.�,��,�T,.-"'.�;i,"�_.i.�_4.i-:'-�_,.,,,_,.:'.`'�I�%'­'-�.'.:;,�.;i4,i,�`,'.Z'"7 i:nI�l.�,;.....i��.., ­�:-�­�!.'�­." -'�'""."�,i,.�"��..,.­e__"-g..:',, �.�.:.�_� -"""'-­',..i1'�g',-,� �,�I��..",�.f�:','!_,,-I"-,�qi.',-�..'�.",-;,�,1'��i'"-,'Fi.''..'i,,__­"_;.;.-�'�*­_:'1,"..."�',F_��-,�.,.,....-i,,��..r.�'�­�"''��'-.1_�..­�.._­:.-:;�l.t',...e�;,.­ ­i'.,t��''"',.­p1:.",�;i����.,.!i.�'""�.,',"�':".t.'�%.''�.,1,',�,I.;.it�`.;.��'j,,��. �l.,","1''..',;,.:�,,'t-;'.��4"­'-��.',;�,,.._�.:,_­­,i,­A .:­,­��%.,g*.r.,�i;�5.,i,:.__'."%.1,".�.�tr,,�,''�,�'"_I�-'.._11:.0�1..`,, �-1,�""-�r.tp,'."�..".-..�`­,­,,.�i"":.�,.0,­,'�"t�­�4'a-.�-,,�i,"�"�..,1'J;.�,.'-""_��i.�,�""i_�,'�'�.. "4..,i.;.";'­1 �1�.�'���r'�4_L,i-'�.-'' ,tv��'��.'',..;1:_Z,�-.�,�-L:��. _.'','.;"_''�._':':�,,�.'-.�,i.;'"-"-��7".,'..,,'_'�'"",!:­ ..!­"1;,,��';i.�.._I.-�"I..,,��;.-�t..i, ..-i,�I,.-'w'�,..;; .."�,.il.''j�.I%,,i,,­�'';-_-�,"�,"1 i'.%:;��'�Yi-' 1:.-,",.I.,'.;"'',n.,".�r',�'i.'_,�';�-i�,...��,­':Z'�i��"4.I�"�,.�.�1�.�';i.�.,:,..I''.;-�­�L"_,''�"�''.��''­.,;,''i.1".�.'�`�".;,.''',-'..:''_..._I'";_i" ���'.-;'.:,'.�i;.".z.�I-_'.Ni,6�.'"-."'-'".-:i,_�4,.,,"r.�;�iI_"�i',­'.7. .i,�',-�.',�,������.,;-,,',1��,.�;,.,�I.;"'i'�,�I r.,._­"._.l'�­,'..��,�'.�-i.,..1 .,.i:,...-il I,.:�,;,.-.�..;''­""lii'�Li­�t"''.-'�',:,.':,'�"'�i II;�,_�L��-'.',...',, '��"_.�';.�i,,�I-.'i' .%.I,,:..�,L I'-1',;,��"�-,:1�,�.:'..�.',I'..'����:''- -­.-�o1�.,;,-� i....r;.,_�­��.'-''i,""'��i"'.",1.-",.L��';:s:��."i.'*'I i!,":.iLi-.?.�,:-�''�.1.l�,�."�ri""..,',, I�',;.,.;�l.�.,�!L'." :.�,]r'"'',.�'2''"��'l..-,"��'�P:',,,",�'i' '.,'"��l'l:1,.�_��-'��;�;;­'li3­'.:"l,1i i..-�-tl".-.,,��',t:""..�.j"o�.�"...,._-'l.'I�'�' ,';�.",".�:"i�"'..':',i i,,-.',"-.i rrr;�'1�.',.-,,.:""��t.1,.:'i.z..�,�";�;",�':,.�'��,�.:..i.''�"�1.-.".,�..''.�,.'_.�l%',.�.,:,���".,.,.*'-'��..�'1,,..��,�,"�'.�4'.;,i'I.��_�:II':I!i ;'.�''_�-,�,,,�"..;,,:..�..'i,.­�k.-i:.:.�,.I�­�,.;',-':",i I'::-.,.."�.��,."��""..,�.'.\,�t.,�',."�..'"., �.,,�",;1.��,-.,1it.-�...',��.'..l i',�,"".j:,".d,'�_.�i,�.',';-111 r.�,�'4.T,p.' .�,�;.;:"'.. ,.;��."�",'-.,�..�."'��.""".::.,,.:.'�q1-",',.'�,�_'�..:,".�'' ��-.��� '��..�.',�_,*;:� �.:'!­-,'.-�-".�4,�;�..'�L,,�;�.,..' :,��,..�..i...4.I'.I:_I':1.."'.''­' :L��..I�_.�"..:';I;.,i,':;..�.,.��.-����",�.:�'.,' �...�.*':".,­��; 1.�.',- ''".:_"..�"�I�i".�-�.�,t..I a��-�i.,'�"::­�. ':�:1;:.1'._''.',­,,,I4..-.,:'':,­._.­P d','�..'..... ,.,'��,.,.��..,.!".�.�.1-..'..ii�,,� �­;.r.7.,...',"4.:-.,��..'-".-�V-.;_,.,..:I.--:.,,�. "..,-�;,;''',­�,.,,,'�'::;.�,�'-'7�:'.z.'1",..,..'.-,..� i�'.�-".: f. .,'.��,.'� ;.-".,',�,......i!'4....-.,�"�"..'_;�,�,­.' ''.���:1.,:,'-.f��I"',.I..:..',,A.-,�-�:�,�.1, ',;�1�-L'�'.,�, .",�� .,:'g.11.:,,�-"I',''��.. ,��.'I...�'';,.. ...z." '..:�:1I I:�';:._�­'I�.":,",'! ..'':f,.�.,1 1. v''n i.'; �'�;"`-.I..'r,�,'.1..-o +. P f r Iy,:; i , +` x' it, ti`".b _Th'3 x .�i ay'� �p -.X ; s `'n C�2'. 4 n*•.� t'�q� 9 .V i p': �,,.";a► Ft' '� Y dy• t.xy v .. �"ac.a r aW rx .> 1 r d ,. ^ 3 .. :,w-+ ++ J.:: .t� .i ,,a "�o-'V_k,�­�:';:1''if.,�:.I.:�­.:�.,-',41�";q�­-x.''�1,_,.'.�r�..'_i''l.�,I�`X","',".-',"�-�,�',v�''_i'l'-._Y"-�.�I. ;�;i.­i.'I'.�.1�''.,._..,�w.�Ii- . ,! a n sn e .. y } r S 3 I.{ ,1�1_"';"''`-,"''""t��..i�_-,�.;..1.,'.i':�'r"i�l.'I,;*.A 1I�-i1,��,i-,,�.�l'­-.,��"i'%�.';,1"._�.�_'"".�'1�?4-l�-",i i�,F r �:'+!, Ma 1 t 1. x�t', L,x.t F 4 kh7t: u 2':,'r N,� :.� ',,. ,y s x r.R ( c„ ! a a !. L } 3 .'µ7" :` r! t '{ .Fil�t 2 �+ PC 'Sx b '„fir , . ..�i) . }x%. t t .;w a L, ,? iS ..t. ,;s b ., +, :t+- , r ... The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 1 Congress Street, Suite 100 Boston, MA 02114-2017 www mass.gov/dia . Workers'.Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): U b A LJ�, ��(D t 't I U E R Address: 1—r-s L grie- z557 ' City/State/Zip: Oa K 3 i LLtV-s 1't�A A Phone#: Are you an employer?Check the appropriate box: . I am a general contractor and I Type of project(required): El4 1. I am a employer with ❑ �mployees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.,,,employees am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their l l Plumbing repairs or additions 3. I am a homeowner dolma all work � P myself. [No workers'comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152,§1(4),and we have no — P employees. [No workers' ] -❑ Other comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp-policy number. I am an employer that is providing workers'compensation insurance for my employees.Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cc t' u er the pains and penalties of perjury that the information provided above is true and correct. Si ature: Dater Phone#- - Official use only.Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 'L Board of Health 2.Building Department 3.City/Town Clerk 4:Electrical Inspector 5. Plumbing Inspector 6, Other Contact Person: Phone#: ® The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 ` www mass.g ov/dia Builders/Contractors/Electricians/plumbers Workers' Compensation Insurance Affida�'it: Please l ase Print Le ibl APPlicant Information The Home Depot At-Home Services Name (Business/Organization/Individual): Address: 908 BOSTON TPK SHREWSBURY, MA 01545 Phone #: (508)942-6942 City/State/Zip: FDarn employer? Check the appropriate box: Type of project(required): + 4. 1 am a general contractor and 1 6 ❑New construction employer with 200 ❑ have hired the sub-contractors yees (full and/or part-tie)* 7. Remodeling listed on the attached sheet. ❑ sole proprietor or partner- These sub-contractors have g. ❑Demolition ship and have no employees employees and have workers' 9 ❑ Building addition working for me in any capacity. comp. insurance. [No workers' comp. insurance 5 co area corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their ]1.❑P lunbing repairs or additions � ;.❑ 1 am a homeowner doing all work right of exemption per MGL 12.Voof repairs myself. [No workers' comp. c 152. `](4)_ and we have no insurance required.]+ 13.❑ Other employees. [No workers' comp. insurance required:] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. and then hire outside contractors must sub are +Homeowners who submit thh is affidav�h cati ,dditiona]sheet sho.�oino all work the name of the sub-contractors and stale whether eor not'those�ent ties have Contractors that check this emplovees. If the sub-contractors have emplovees,they must provide their workers'comp.police number. rance for mi.emplovees. Below is the policy and job site I am an employer that is providing workers'compensation insu information. Insurance Company Name:NATIONAL UNION FIRE INSURANCE COMPANY Policy# or Self-ins. Lic.#: 03/01l2018 XWC 6583145 (QS0 Expiration Date: �[ /� fi City/State/Zip: �l✓�I1 41 Job Site Address: 5� �a vT r l ' `4I Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). uired under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a Failure to secure coverage as reqes in the form ent dwtheat a coll as py of thisil nstatement may forwaardedOto th OfficeRof of up to$250.00 a fine fine up to$1,500.00 and/or one-year imprisonm a dy ' e vi cecoverageverification. Investigations of thea aga ted D r in lion provided above is true and correct I do hereby certify un he ains a d f perjury that the informa Date: Signature: ` Phone#: Official use only. Do not write in this area,to be completed by city or town official. Permit/License# City or Town: Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Phone#: Contact Person: J�r -, 1 4_� � Office of Consumer Affairs and Business Regulation f 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116, Home Improvement Contractor Registration Type: supplement Cars Registration: 112785 HOME DEPOT USA INC Expiration: 0412-1201 a 2455 PACES FERRY RD C-11 HSC ATLANTA,GA 30339 Update Address and return card. Mark reason for change. Address ❑Renewal C Employment C Lost Card Office of Consumer Affairs&Business Regulation - HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only. before the expiration date. If found return to: TYPE:SuoDlement Card xP Begistrabon Expiration , Office of Consumer Affairs and Business Regulation ,.: 1>12785 04/22/2019 10 Park Plaza-Suite 5170 4 Boston,MA 02116' HOME DEPOT USA:INC ANDREW SWEET /� C" . 2455 PACE FERRY RD C-11 HSC ithou signature - ATLANTA,GA 30339 Undersecretary ATE ��®v CERTIFICATE OF LIABILITY INSI RANCE D0 1712,1i7D1YYYY) L THIS CERTIFICATE IS ISSUED AS A MATT ER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDEFL THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR,ALTER THE COVERAGE AFFORDED BY THE POLICIES iBELOW. THIS CERTIFICATE.OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), AUTHORIZED I! REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER ,NAM; MARSH USA,INC. P I FAX T'nL u 0 AANCE CENTER PHONE we Nd 3560 LENOX ROAD,SUITE 2400 E-MAIL I AT)LANTA,GA 30326 INSURER(5)AFFORDING COVERAGE I NAIL p 100492-HomeD-GA%"-17-18 INSURER A:O;d Republic Insurance Co 124147 INSURED I INSURER E-Agri General Insurance Company 1421-57 THE HOME DEPOT,INC. HOME DEPOT U.SA.,INC. INSURER C:New Hampshire Ins Co 123841 2455 PACES FERRY ROAD INSURER D- BUILDING C-20 ATLANTA,GA 30339 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: ATL-M374E387-U REVISION NUMBM-2 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR AD R' POLICY EFF POLICY EXP ILTR I TYPE OF INSURANCE i POLICY NUMBER AIMIDDIYYYY MMn]DIYYYY LIMIT'S A. X COM I MERCIAL GENERAL LIABILITY I M1Y_/Y 310022 I0310112017 031012016 I EACH OCCURRENCE I s 9.000,000 (-DAl1;, E T REN7EG ` CL41MS4 ADE `• X i OCCUR ?RE.MISES Ea occurremel i s 9,000;a00 �j— lumas OF POLICY XS �;ED IXF fArn =P=sor+) i 5 EXCLUDED i I IOF SIR Slid PER OCC I ?-�RSONAL 8 ADV INJURY S 9,000,000 GEN'L AGGREGATE LIM;T APPLIES PER' I GENERAL AGGREGATE I c i PRO- I I PRODU -COMPIOF ACC-'S 9.000,000 POLICY ;ECT LOC_ ' I �--�OTHER: A AUTOMOBILE LIABILITY LEE ar •i 1ALVTB310021 031012017 031Dli Dms COMBINEDSINGLEUMIT 15 1,000,000 adent X ANY AUTO ( I I L BODILY INJURY(Pe-person) I= I i ALL oVJVED SCHEDULED iSELF INSURED AUTO PHY DMG eODiLY IWUP.Y(Peracrwem)I S PI IPROPERTY DAMAIS HREDAITOSAUTO H QED I Mar accident) 5 I i I i I UMBRELLA LIAe I I OCCUR ) I I I EACH OCCURRENCE 5 EXCESS LIIAB I j CLAIMS-MADE I I 1 AGGREGATE i 5 DED !RETENTIONS E IYJDRKEPS COMPENSATION WLR C49112390(TN) 03@712L)1E X �� EP.AND EMPLOYERS'LIABILITY YINANY PP.O.R ETORIPARTNERIEXECUM E WC 023102423 AKNH,NJ, �03101112017 O..@12D17 G3ro11201E i3ODO,GU iC ° ' N (N t o ( �., I E L EAC:-i ACCIDEtT �5 I r IOFFICERIMEAtBE7.EXCLUDED- WCD231D2424 1 ID3rot2017 D31Q112G1E I e i,GDG,000 C I(Mandatory In NH) (w) E L O1sEA5E EA EMPLOYEE- `Ii yes.describe under Centinued an Additional Pape i E L-DISEASE'-POLICY LIMIT I= "•.ODD,OOv I DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks schedule,Inay be attached It more space is required) EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION HOME DEPOT USA,INC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 2455 PACES FERRY ROAD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ATLANTA,GA 39339 ACCORDANCE'.WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE or Marsh USA Ins . Manashi Mukherjee ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and Iona are registered marks of ACORD V. AGENCY CUSTOMER ID: 100492 LOC III: Atlanta A`O O ADDITIONAL REMARKS SCHEDULE . Page 2 of 3 AGENCY NAMED INSURED MARSH USA.INC. HOME DEPOT U.S.A.,INC. DIBIA THE HOME DEPOT POLICY NUMBER 2455 PACES FERRY ROAD BUILDING C-20 ATLANTA,GA?0339 CARRIER NAIC CODE - - - EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of I,ability Insurance Workers Compensation Continued: — —tan.Ird�min'ry lta—tar¢c Compaii OTWTI-k ra a - Policy Number.WLRC49112294(AL AR,FL,ID,IA,KS,KY,LA,MS,MO,NE,NM,ND,OK,SC,SD,IYV,,A'Y I Effective Date:0341017 Expiration Date:0310112018 (EL)Limit S1,000,01M Carrier.New Hampshire Insurance Company Polley Number.WC 023102422(DC,DE,HI.IN,MD,MN,MT,NY,RI) Effective Date:03/0112017 Expiration Date:0310112018 (ELI Limit$1,000,000 Carrier.ACE American Insurance Company Policy Number.WCU C49112282(ijSl)(AZ,CA,ILNC,OR,VA,WA.) Effective Date:03A1112017 Expiration Date:03/0112018 (ELI Limit$1,000,000 SIR:SLOt:.=SIR for the states of AZ,CA,ILNC.OR.VA WA Cartier:National Union Fire Insurance Company Policy Number.XV1C 6583144(OSI)(CO,CT,GA,ME,MI,NV,OH,PA,UT) Effective Date:0310112017 Expiration Date:03MI12018 (EL)Limit 31,000,0D0 S1,000,000 SIR for the states of COME NV,MI,OKPA,UT S750,000 SIR for the stare of GA S350,000 SIR for the state of CT Cartier.National Union Rre Insurance Company Policy Number.XWC 6583145(OSQ(MA) Effective Date:03101,1017 Expiration Date'.0310112018 (EL)Unit S1,000,000 SIR:5500.000 TX Employers XS Indemnify. ' Cartier181nios Union Insurance Company Policy Number.TNS C48613202(TX) Effective Date:03/01/2017 Expiration Date.0310112018 , (EL)Urret S10,000,000 SIR:S1,000.000 ACORD 101(2008101) C 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I'll __ ,I\ II Ij I jl J I'r __S---- SrTI'Lrr____ZS_____ __.r-T-=J--j I Bdr 1 i I '' 1' '1 I `I - # �i ,li � , � 1 Bdr #3 ,1 .. I-1J-It`{If Bth ;� � ----------- -- Bth - I;� �� cros Ile- Ljv /� n '-II 11 I'1__ ,I V' r---,-rT,-rT'f- 'il 1' A ,' 'I jil it l ----il jl Bdr #4 ';• CIO,, �1L j II yyI `'"-----J 1 _______________L________________ ____ _ _ _________tJ ' -T------------- Kit, II ,I i' Pan try ' WD ' Floor Plan 2nd Floor Plan - PREPARED FVR• PREPARED BY - ' A & M Land Services Ernest & Marjorie WhitmanMA0 Y8 Mein Street !rest Yarmouth, MA 02673 329.5 Main Street Centerville, MA 2632 Pb. (508, 737-l777- eamlmd®comcasL net �- Date: March 22, 2010 Scale: 1"= 1/8, I' _ , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapes Parcef Application # Health Division Date Issued Conservation Division .,Lt` � �6 Application Fe Vittot t --1 Planning Dept Permit Fee (nei M Date Definitive Plan,Approved°by Planning Board ' Historic - OKH Preservation/Hyannis . Project Street Address 3�2°t ��^ 34-. Village ✓dlel MIA Owner U)h'l ^A,Qh Address Telephone Permit Request �,p Y ;r c Aawlell e; 4maje S.6%lin, w;A4•. pe-buA sgt^,, t • w d +� ee6r8 ter- :� SaA r M A aql"l Square feet: 1 st floor: existing406 proposed 4 §e 2nd floor: existing proposed L�Total new oa m Zoning District Flood Plain Groundwater Overlay Project Valuation IC6 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family , $1 Two Family ❑ Multi-Family (# units) ZEE 'r Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kings',Highway ;;❑YQ A No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 04 Basement Unfinished Area (sq.ft) v ; Number of Baths: Full: existing ! new ( Half: existing n Number of Bedrooms: existing Ynew .. CD rn Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel:• #Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �IlNo Fireplaces: Existing I New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ _Appeal # Recorded ❑ Commercial ❑Yes AlNo If yes, site plan review# Current Use P-AS1.1"Le Proposed Use W'u- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name yoitt-, Xbe,. Telephone Number S-Ok -7 :� 6100 r Address License # C �' °ll 301 l Home Improvement Contractor# ®G e jQj Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE AA4 MIA DATE M&4 aold FOR OFFICIAL USE ONLY AP;)LICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME S 00 211111- R- R 2'{ D IM 1a INSULATION ho FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING�I ( � / 0 Y DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (D"l Parcel Application Health'Division Date Issued L l- Conservation Division Application Fee `a Planning Dept. - Permit Fee ' Date Definitive Plan Approved by Planning Board _) C646 Historic - OKH Preservation/ Hyannis Project Street Address 22 q Gil A Village 0.e JC-,-Wk1( Owner MA Address �0cuyi Telephone 2 I Permit Request GL S U fv1.c d Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay At,Project Valuation 900 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family.:,❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size - Barn: ❑,;existing ❑new c="size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: C D Vr Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# .Current-Use - - - _ _ . Proposed Use - - --_ - - -- - - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Z 71- 0 2 o Z Address 311 License # Q 7 7 L/Home Improvement Contractor# Worker's Compensation # Uj(,E -3)5 632-907-h 026 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lipV � I1 SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# t _ DATE ISSUED s° MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: c FOUNDATION. — FRAME 0' % f INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL GAS: 3 r:`' ROUGH FINAL ' :'FINAL BUILDING`i4 DATE CLOSED OUT e � _ f ASSOCIATION PLAN NO. / 4 AN The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street t� Boston, MA 02111 y, www.niass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumber Applicant Information please Print Ise ibl Name (Business/organization/Tndivi dual ): � r Address: ►�, j _�1�� Cer� ,r✓ 2 +^'�R City/State/Zip: Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New.construction employees(full and/or part-time).* have hired the sub-contractors 2.[L I am a sole proprietor or partner listed on the attached sheet. 7. [�Remodeling ship and have no employees These sub-contractors have g, 2q Demolition working for me in any capacity. employees and have workers' 9 r�ll Building addition comp. insurance.$. [No workers comp. insurance and its 10.[K Electrical rep ai.rs or addit required,], 5. ❑ We are a corporation 3..❑ I a homeowner doing al]work officers have exercised their 11.$U Plumbing repairs.or addil myself. [No workers' comp.., right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no q ] employees. [No workers' 13.❑ Other comp. insurance required] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. - t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional shoct showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp,policy number, 1 am an employer that is providing workers'.compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: O C. Expiration Date: Policy#or Self;ins, Lie.#: p Job Site Address: -,Sal �1 11(�4;z 9� ' City/State/Zip: ©afo3� Attach a copy of the workers'. compensation policy declaration page,(showing the policy number and expiration dat Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties o: fine up to $1,500:00 and/or one-year imprisonment, as well as civil penalties,in the form of a STOP WORK ORDER and a of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the.Office of Investigations of the DIA for insurance coverage verification. I'do herIctunder the pains andpenaltiesof perjury that the infornation provided above is trtee and correcr Si natu Date: Phone# ��� :5 1 lbkbd Official use only. D-o not write in this area, to be completed by city or town offciaL City,or Town: Permit/License M Issuing Authority(circle`one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4, Electrical Inspector 5. Plumbing Inspector 6. Other a Information and lnstructi®ns Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person,i,n 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; many two t more of the foregoing engaged in joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed.to be an employer." MOL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal'of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es) and phone number(s) along.'with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.. The affidavit should. be returned to the city or town that the application for the pen-nit or license is being requested,not the Department of Industrial Accidents. -Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,,need only submit dne affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to,any business or commercial venture (Le. a dog license or permit to burn leaves etc.) said person is NOT required.to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617.-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia ) 1 -RCy CONSERVATION ApPLZCATZON FORM FOR ENERGY EYVICICTENCY FOR Old- AND TWO-F'A.NaL Y DETA-CHEb RESIDENTLkL'CONSTR'UCTTON (78a CMR 61.00) Applicant.N=6: Site Address; �a4 Sys..t"'L; - S4, rentIK P'nflouat, print Town: Iat-,4-ac Mlle., ma. Applicant Phone: '5Z�K 73:? . 6 toe) Applicant Signature; ,�,d;� ��,,,,�, _. Date of Application: NEW CONSTRUCTION: choose ONE of the followin ,two'o ti.ons 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND.TWO-FAMILY BUILDINGS Ceiling or Slab ' QOption 1: Basement Fenestration- exposed Wall Floor Wall Perimeter �.UE HSPP U-factor floors R Value R-Value R Value R-Value and Depth R:Value ' National Appliancc•E R-10, Consuvat(oh Act N1 .35 R-3 s _R-19 RIL 19 R-1 P 4 p . 1997 as amcndcd,mh rafcr as a licablc Note:. This form is notrcquired ifyou choose either of the two versions ofREScheck as fisted below. [] Option 2 REScheck Version 4.1.2 or hater variant software analysis must be completed 780 CMR 6107.3.2 REScheek—Web which can be"accessed at http://www.Cnrrgyrode-s.gov/rrschrcl� �DS�X O1VS OR'A ZE ZA�XOl S,TO.E [S`X't4(2. JLLDSNGS.O E12'5 BARS OLD* *)3uildings under 5 years old must'usc option#1 or#2 in Naw Construction section above, Complete the following formula to ddetennin(1 the %D of glazing: (a). Gross Wa11 & Ceiling.Axea cq.uals orniula: (100 x b - a) V3 S p . 100 x •33C)oq- .39.1.2 = 0,-50tj! . of glazing - �-- a (b) Glazing axea equals .*'.3 36 SF" If 'laTin Xs'<�0%°.u�e the'chart beloW, If glazing is }40 % rpceed to "SLTKROOM" section 760 CIYM 'TABLE.6101.3 .PRESCRIPTIVE ENVELOPE COW ONENT CRITERI.A ADD.ITIONS'TO EX STING. LOW-RISF REsIDFNTLU BUILDINGS �' MIl�I7MUM MA.XIIvMUM Ceiling and Slab Per Feriestrat�on. Exposed floors . 'wall FIoor Basement Wall Na U factor R-Value R-Valuc R-Value R-Value and D, R0,R-37 R-13 • R-D R-1039 . ,Y a R-30 ceiling insulation may bctsed in place of R-37 if the insulation achieves the full R-value over the entire ceiling area i.e. not com ressed over exterior Walls, and includin an access o enin s SLNROOM-An addition or alteration to an existing building/dwelling unit v,%here the to glazing area of said addition exceeds 40%of the£combined gross wall and ceiling area of • addition: ., _ Note: Owner to fill out Consut erIn miafi'og Form found in A ezldix 120, ' r - Y r TO•wn o f B ar ns t ab-l.e Regulatory Services M � ` �18 Thomas K Geiler, Director v� �o;9 � Building Division Toni Perry, Building Comn-isgioner 200 Main Strcr_( ffyannis jAA 02601 )vw?v.town.b arns tab le.ma.us Office: 508-862-4038 Fax: 508-' . �e uSt Pro e C)vgi f M p � Complete and Sign: Tr-ds Section If Using Buildc as O-wncr of the subject.propert.y. - hereby autl�o ize l"K� 0®noc�oiy� to act on nv behalf, in all matters relative to work authorized by this building permit application for: 3aq Sa rAgivvCeti4rLrj (AddreSS of job signature of Owner Date Ern t s �,LLA-v Print Name If Property-Owner is-applying for permit please complete'tfie. H.o'mcowners Liceme'Exemption F-o=' on the reverse side. .r Town of Barnstable of Yxe r Regulatory Services 4 Thomas F, Geiler,Director s.�xxsrist-e, � ' . Building Division prED `{h Tom Perry,Building Commissioner. 200 Maid•Slzeet, Hyannis, MA 026.01 nrt�.tofsn.barnstable.ma.us ' Fax: 509-790-6230 Officc: 509-862-4038 HOTEE0wNER LICENSE EXE1rfPT1ON Please print DATE: JOB LOCATION: viIIa'gc number street -_-•`HOM$OWNER": m work, onc# name hoe phone# .. CURRENT MAUNG ADDRESS: state rip code city town - . The current exestption for"homeowners" was extended to include owner-occupied dwellings of six units or less and to allow homeowners to Engage an individual for hire who does not possess a license,providcd that the owner acts as superyisoz. ' DEFINITION OF EOMEO'i NER Pcrgon(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to bc,'a=one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person -year period shall not be considered a homeorszter. Such who constructs more than one horse in a two "honit;owner shall submit to the Btn-lding Official on a form acccptablc to the Building Official, that he/she shall be res onsiblc for all such work performed under the building Permit, (Section 109.1.1) The undersigurrd"homeowner".assumes responsibility for compliance with the Stato Building Code and other applicable,codes, bylaws,rules and regulations, I The undersigned"homeowner"certifies that_he/sbc understands the Town of Barnstable Building Dcpartrpcnt rocedures and requirements and that he/sbc will comply with said procedures and rR;n;rruam inspection p rcquircmc-a ts, Stignature of Homeowner Approval of Building Official Notc: Three-family dwellings containing 35,000 cubic fcct or larger will be rcquircd to comply with the St$te Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code,steers that "Any homeowner performing Work for which a building pcmvt is required shall be exempt from the provisions (s)for his to do such of this seetion.(Scc6cT1 109.1.1 -Licensing of eanatruetion Supervisors);providcd that if thchomcotwcr.engagcs a person work, that such Homeowner shall act as supervisor." Many homeowners eowns who use this Exemption arc unaware that they anti assuming the responnbilitics is a supervisor(see Appendix Q, Rules&Rcguladons for Licauing Consbuchon Supervisors,Scction 2.l mcss bflcn This lack of awar resvlu in serious problems,particularly when the homeowner hues unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it N ould with a licensed er Supvisor.. The homeowner acting as Supervisor is ultimately responsible. To ensure that th m e homeowner is fully aware of his/her responsibilities,many communities requit as part of the permit application, thatm the hoeoPmcr certifY that hdshe understands the respoTmb0ities of a Supervisor. On the last page o[this issue is e.form currently used by several towns. 'You may care t unrnd and adopt such a forrr)ccrtification for use in your comununity. �I r , ' s f --------------------- etas.ii husetts Departnient of Public tiaifch Bo u d of Buildurx:Ri,rul to ns tnd St ttictartls onstructJon Supervisor License. `License: CS. 91391 Resfrncted to: 00 FRANK DQNOVAN 245.SOUTH MAIWST CENTERVILLE MA 02632.^ Expjrat7bn,.10/28/2010 (nuuni, u°cr- Tr# 5976 Y �1ze.�amnza�uUeal�/z o0✓f/lapacuaetta License or registration v iI"id Tor hidividul use only.. Office of.Consumi .er Affairs.&Business Regutahod before:the expiration date. If found fetus n to HOME IMPROVEMENT CONTRACTOR Office of<Consumer Affairs and B,ustness Jiegulation Registration 164521 0 Park.Rlaza-Suite 5170 Expiration 10/T9/2011 Tr# 2897.72 Boston,lVlA 021ib Type F� Indiwduat FRANK DONOVON! b i FRANK DONOVAN= - 245 - CENTERVILLE MA`02632 Undersecretary Not valid withoat sigila ure �. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ...................:.............................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY \ Number of Stories ..............................................................(Fig 2)............................ 2 stories 5 2 stories V_ RoofPitch ..........................................................................(Fig 2) ...........................................1_0 5 12:12 MeanRoof Height ..............................................................(Fig 2)................................................ 2.ft <_33' _ BuildingWidth,W ........................................................... ...(Fig 3)................................................� ft <_80' BuildingLength,L ..............................................................(Fig 3).............................................. ft <_80' Building Aspect Ratio(L/W) ...............................................(Fig 4)............................................... 3:1 V Nominal Height of Tallest Opening ...................................(Fig 4)...............................................4 68„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl \ , Bolt Spacing-general..........................................(Table 4)..................................... ..... . in. V Bolt Spacing from end/joint of plate ............................(Fig 5).....................................�in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................-7 in.>_7" Bolt Embedment-masonry.........................................(Fig 5).............................................�in.>:15„ PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x W, 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................_ft<_12'or L/2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ _ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d _ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <-d Floor Bracing at Endwalls...............:...................................(Fig 9)...................................................... .......... Floor.Sheathing Type ........................................................(per 780 CMR Chapter 55)..................... �L Floor Sheathing Thickness .................................................(per 780 C R Chapter 5)................ . in. �l Floor Sheathing Fastening..................................................(Table 2).._d nails at Qb in edge/L7 in field V 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 5 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' \� Wall Stud Spacing ........................................................(Fig 10 and Table 5)................../,a in.<_24"o.c. V_ Wall Story Offsets ........................................................(Figs 7&8)............................I............... ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ft in. Non-Loadbearing walls.................................................(Table 5)..............................2x -Mft_in. �L Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11).......................................... ft>W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11),.........................................�. .�_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)................................................ ......... Double Top Plate Splice Length ........................................................(Fig 13 and Table 6 Splice Connection(no.of 16d common nails)..............(Table 6)....................................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)......................................................... Non-Loadbearing Wall Connections \ . Lateral(no.of endnailed 16d common nails)...............(Table 8)......................................................... V Load Bearing Wall Openings(record largest opening but check all openings for compliance o Table 9) � Header Spans ........................................................(Table 9).................................. ft in.<_ 11' � Sill Plate Spans ........................................................(Table 9)................................. ft�in.< 11' Full Height Studs (no.of studs)...................................(Table 9)........................................................� Non-Load Bearing Wall Openings(record largest opening but check all openings for cornpce to,Table 9) HeaderSpans.............................................................(Table 9).................................. ft in.<_12' Sill Plate Spans....................................:......................(Table 9)..................................�ftZ:in.<_12" N Full Height Studs(no.of studs)....................................(Table 9)..:....................................................2 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W i Nominal Height of Tallest Opening2 ......................................................................... 6'8" V SheathingType..............................................(note 4)...................................................... \— Edge Nail Spacing.........................................(Table 10 or note 4 if less)..................... in. \V Field Nail Spacing..........................................(Table 10)............................................... \v Shear Connection(no.of 16d common nails)(Table 10)..............................................:...... V= Percent Full-Height Sheathing.......................(Table 10)................................................... % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... _ Maximum Building Dimension,L i Nominal Height of Tallest Opening2..................:.............................. 6'8.. �L Sheathing Type..............................................(note 4)...................................................... ..... L_ Edge Nail Spacing.........................................(Table 11 or note 4 if less)...:..................., in. \v Field Nail Spacing..........................................(Table 11)................................................. Shear Connection(no.of 16d common nails)(Table 11.)................................................. Percent Full-Height Sheathing.......................(Table 11)................................................ % _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... _ Wall Cladding \ Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website), Roof Overhang ...................................................(Figure 19)..........S K ft s smaller of 2'or L/3 Trussor Rafter Connections at Loadbearing Walls Proprietary Connectors \ Uplift................................................(Table 12)............................................U�L�If V Lateral.............................................(Table 12).............................................LjIf �1 Shear.............................................:.(Table 12)............................................S= plf �l Ridge Strap Connections, if collar ties not used per page 21.....(Table 13).............................. plf _ Gable Rake Outlooker.........................................(Figure 20).............. ft<_smaller of 2'or L/2 _ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ b. V Lateral(no.of 16d common nails)...(Table 14).......................................L Roof Sheathing Type......................................... .........(per.780 CMR Chapters 58 TVd 59).................. Roof Sheathing Thickness........................................... ............................................. in :>_7/16"V�SP, Roof Sheathing Fastening...........................................(Table 2).................................... ......... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to,the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2-grade: AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment J• r a AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7ao CMx 5301.2.1.1)1 -MEN THIS EDGE RESTS ON PidAMING USESd MAU AT6b.c. NT___T____— 11 11 rl 11 11 1 u 1.1 JI 11 11 i tl 11 11 11 It II 11 It � - 11 11 11 1 H 1-1 1 11 11 1 11 1 l 1 11 la K 1 I I O rt 1"F.F 1 Il — 11 all Q 1 Ir F /i Il m I t 'ix J I 1 l 1 Z I1D n ,-I Q II � 17 11 ,1 11 Ir to fl Ir 1 II � It rl Ir lµ� 1 EL II .Q 11 i1 W 1 V 11 11 F• II 11 11 T 1 I I I1 11 II 1 la , II YI 1I 1 rl � 11 1 11 11 t MAIL PACMG PAN tL :J v See Detail on Next Page Vertical and Horizontal Nailing for Panei Attachment A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 tu i Q 1 3s u to Z U1 FRAMING MEMBERS i EDGE KiTERMEDIATE STAGGERED �~MK NAIL PATTERN. PANEL PANP EDGE `� DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment vi.. The Cominonwerrlth of Massachusetts Y Department of lndustrialAccidents, ' Office of Investigations '• 600 Washington Street . ,r 1 t Boston,AMA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit,. Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LegiblY Name (Business/Organization/Individual):° �� -- �© S 2 T Address: J I 011 City/State/Zip: Pty VU 1 c--- DZp� > Z'2 0 2, . Are you an employer?Check the appropriate box: Type of project(required): FI X 4. I am a general contractor and I 1.FI am a employer with 6. ❑ New construction have'hired the sub-contractors'. employees(full and/or:p me).aft-ti -- - -- 2. I am a sole proprietor.or partner- � listed on-,the attached sheet. 7.- ❑ Remodeling t ❑ . ship and have no employees These sub-contractors.have g• 0 Demolition workingfor me in an capacity. employees and have workers' Y P ty• . 9. .[] Building addition [No workers' comp. insurance- comp,insurance. 5. ❑ We are a corporation and its 10._ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work officers have exercised their. 11.O Plumbing repairs or additions myself. [No workers' comp. right of exemption per MOL 12.[]Roof repairs insurance required.] t c: 152, §1(4), and we,have no employees. [No workers' 13.❑ Other comp.imurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submil a new affidavit indicating such. tContractors that cheek this box must attached an additional shect showing the name of the sub-contractors and state whether or not those erititics have employees. If the sub-contractors have employees;they,,must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance foamy employees. 'Below is the policy and job site information a Insurance Company Name: U l/ Policy# or Self-ins.Lie. #:WC 2 .3 d 2q Expiration Date Job.Site Address: J�—`? 56 Y'`�( K - S I City/State/Zip: �- "4�-1'✓) 1 e y V(ri Attach a copy of the workers' compensation policy,declaratibri page (showing the policy number and expiration"date). Failure to secure coverage as required under Section'25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby i nd ains and penalties ofperjury that the information provided above is trite and correct. Si nature: �.•- -a V Phone#: r Official use only. Do not write in-thisarea, to h'e complete_d by city or town official City or Town: Permit/License# Issuing Authority (circle one) 6, Other, P P Plumbing Inspector 1. Board of Health Z. Building,Ae artment 3 City/Town/Town Clerk,. 4. Electrical Inspector 5 Contact Person: Phone#: , ��.. .. hformation and.. fpstructio-PS Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees, Pursuant to this statute, an emplo)jee 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 r,Or Lbe e of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, However the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair Work on such dwelling house an employer." or on the grounds or building appurienant thereto shall not because of such employment be deemcd to be MGL chapter 152, §25C(6) also slates that "every state or local licensing agency shall withhold the issuance or reneYval of a license or permit to operate a business or to construct buildings in the commonwealth for any ance coverage required. applicant who has not produced acceptable evidence of compliance with the insur " Additionally, MOL chapter 152, §25C(7) states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public--work until acceeplable evidence of compliance with the rnstirance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out.the workers' compensation affidavit completely, by checking the boxes that apply to your sihlation and, if necessary,supply sub-contraetor(s) name(s), addresses)and phone ntunber(s)along with their certificate(s) of insurance, Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of IndustriaJ Accidents for confirmation of insurance coverage. Also be sure to sign and date th-e affidavit, The affidavit should be returned to the city or town tbat-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' compensaon policy,please call the Department at the number listed below..Self-insured companies should enter their ti self=insurance license number on the appropriate line. _' 1 City or Town Officials Please be sure that the affidavit is complete and printed legibly, The Department has provided a space-at the bottom of the aff davit for you to fill out i� the event the Office of Investigations has to contact youregarding the applicant , plicant Please be sure to fill in the permit/license number which will be used as a.reference number, In a,ddition,an ap that must submit multiple permit/license applications in any given year, need only submit one affidavit indica ting current policy inrmation(if necessary)a-Dd under"Job Site Address" the applicant should write"all )ocat�ons in (city or fo town),"-A copy-of the affidavit that has been officially stamped or marked by the city or tDWD day be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavitmust be ierci ntit each year. Where a home owner or citizen is obtaining a license or permit not related to any btlSinCs sor commerci a) v enlure (i,e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this alFfidavil. The Office of Investigations woudl11 D lh n ynb i�dva � -GDIIP rratinn and should youhave any questions, please do not hesitate to give us a call. The Depariment's•address, telephone and fax number: The Commonwealth of Massachusetts Department of IndusbT al Accidents Office of Investigations 600 Washington Street Boston, MA 02111 M. 4 617-727-4900 ext406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 1-24-07 www.inass.gov/dia �T r ti Town. of Barn-stable Regulatory Services v Muss. $ Thomas F.�Geiler,Director c� :63g. �m -ry "QED► '` Building Division a Tom Perry, Building Commissioner 200 MainStreet, Hyannis,MA 02601 www.town.barnstable.ma.us Df iice: 508-862-4038 Fax: 508-790-6230 Property 0=wner Mus t Complete and Sign.This Section . If-Us ing. A Builder I,_ Iffm+e sk Loywk�N-yOLA , as Owner ofthe subject property. hereby authorize �[��' 1 ssen• to act on my behalf, . : a in all matters relative to work authorized by this building permit application for 3 Zq So. tea'.►� S - C �-ev 011 1 �4 - (Address of Job) ` 1<1 Signature of Owner Date U.,FST !tl tj 4 r T M A - Pnnt Name If Property Owner is,applying for permit please complete the Homeowners License Exemption.Form on'the reverse.sidb. Q:FORMS:O WNERPERMISSION r Town of Barnstable o Regulatory Services r Thomas F. Geiler,Director >.t�4s. • 1659. ,�� Building Division prEa��a Tom Perry, Building Commissioner 200 Main.Stre-et," Hyannis, MA"02601. www.to wn.b arnstab l e.ma.us Office: 508-862-4038 Fax: 508-790-6230 1101v1EOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OR EOMEOwNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who coast-gcts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies that,he/she understands the Town of Barnstable Building Department miinirr=inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Thrce-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION 'Ihe Code states that "Any h0meO1,Vne7 performing work for which a building permit is required shall be exempt from the provisions of this section.(Secdcn 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such wofk,that such Homeowner shall act as supervisor." Many homeowners who use this czcmrption are unaware that they an:assuming the responsibilities of a supervisor(sec Appendix Q, Rulcs&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it Mould with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homcowncr is fully aware of his/her responnbilitics,many communities require,as part of the permit application,, that the homeowner certify that he/she understands the rrsponsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may cart t amend and adopt such a forrr✓ccrtification for use in your community. Q:fomu:homccxcmpt ill� Bd4rk Mm ile�i C . g gU a�0 s an a ar s License HOME IMPROVEMENT CONTRACTOR before the L piratto�n datel It fount}return to onl Reg' on 128528 ., a ,, Board.of Butldin Regulations nntt=Standards Ex iration One Ashburton Pface.RnE I31)1 P 4/t15120 t 1 Tr# 284328 fsi r, TYPe= Intl{victual �+ , .Boston',Ma.6220$ t PAt}LN,CROSSE t,. 9- PAUL CROSSEN MR_ - 317.AAAlN.ST H�f�W1C1 NPA02�45 Administrator Not.valt wEt6out trgitatttre — j 21 . .. ,�•-: Massachusetts- Depa►-tment of Public'Safet% 3 Board of Btildina Regulations and Stand a(1s Construction Supervisor : icense License-CS 7.4174 .Restricted"to 00.r, ✓ tk : PAUL N CROSSEN j s 317,MAIN ST MA 02645` HARW,ICH, RX: h: ExPiratrori E12/14/2010 ��l . ��.-• 'T . 6 a .. r 5/19/2010 6:01:1.9 AM PST (GMT-8) FROM: insurancevisions.com-TO: 15087906230 Page: 2 of 2 CERTIFICATE OF LIABILITY INSURANCE �ATE(MMIDDMYY) 5/19/2010 PRODUCER DOWLING & O'NEIL INS AGENCY INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 973 IYANNOUGH RD ONLY AND CONFERS INCri RIGHTS t]P(5N'-THE CERTIFICATE HYANNIS, MA 02601 - HOLDER. THIS CERTIFICATE COLS NIjT- AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 508 775 1620 „ € 3_ ( I l 508)778-1218 INSURERS AFFORDING COVERAGE NAIC# INSURED PAUL CROSSEN INSURER A:.LIBERTY MUTUAL GROUP - - DBA PAUL CROSSEN BUILDER INSURER a: 317 MAIN STREET wsuReRc:" HARWICH MA 02645 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR'OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD'LTR NSRD1 TYPE OF INSURANCE POLICY NUMBER -POLICY EFFECTIVE POLICY EXPIRATIONDATE iMMIDD/YYYYI LIMITS GENERAL LIABILITY _ -, '- EACH OCCURRENCE $ .. COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED- ,.. - - PREMISES Ea occurrence -- 8 .' CLAIMS MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GE N'L AGGREGATE LIMff APPLIES PER: PRODUCTS-COMP/OP AGG; $- POLICY PRO- LOC _ - - AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY,. $ SCHEDULED AUTOS"-- - (Per person) Iv - HIRED AUTOS BODILY INJURY'S, NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Peraccident) - GARAGE LIABILITY - -AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC .$ . . - OTHER THAN AUTO ONLY: , AGG $' EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $.. DEDUCTIBLE F RETENTION $ A WORKERS COMPENSATION WC2-31 S-328028-020 3/19/2010 3/19/2011 WC STATU oTH- ANDEMPLOYERS'LIABILITY Y/N ^/ TORYLIMITS HER ANY PROPRIETOR/PARTNER/EXECUTIVE❑. - - E.L.EACH ACCIDENT .$ SOOOOO OFFICER/MEMBER EXCLUDED? - Y -e.•- - *_ " (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500000 If yes,describe under - - - SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500000 OTHER y ._ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Workers.Compensation Insurance'Part One of the policy applies only to the Workers'Compensation Laws of the State of MA! THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR PAUL CROSSEN CERTIFICATE HOLDER. _' CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLEQBEFORE:THE EXPIRATION TOWN OF BARNSTABLE DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1©• DAYS WRITTEN ATTN: BUILDING DEPARTMENT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFr,BUrFAILURE 0DOSO SHALL " 200 MAIN STREET „ IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSUIj�If�ITS AGENTS OR HYANNIS MA 02601 REPRESENTATIVES." .` AUTHORIZED REPRESENTATIVE Jeff Eldridge r ACORD'25(2009101) "' ©1988-2009 ACORD CORPORATION. All rights reserved. CERT NO.: 7424685 Anne Chandler 5/19/2010 5:58:22 AM.Page L Of 1 - Ali, Cape. Insulation & Supply Inc mA Great Western Rd Post Office Box 1556 S.Dennis,MA.02660 S.Dennis,MA 02660 Building Thermal Envelope Insulation'Report North Bay Construction Property Address: 329 So. Main St, Centerville t Insulation Type Manufacturer. Thickness Square ` R-Value Area Used ,;Foota e Fiberglass Batts Knauf ; 12" 495 R738 New Ceiling Fiberglass Batts Knauf 12" 180 R-38 Old Ceiling Fiberglass Batts Knauf 3.5". 1660., R-13 Exposed Ext, Walls Fiberglass Batts :Knauf 9" 785 R-30 New Crawl Fiberglass Batts Knauf 6" 785 R-19 Old Crawl Fiberglass Batts Knauf 9" 530 R-30 New Slopes Fiberglass Batts Knauf 3.5% 375 R-13> is.-Fir.&Crawl Plates Fiberglass'Batts Knauf 3:5 220 R-13 Bath Walls Fiberglass Batts Knauf Accuvents Accuvent . N/A Wind,'Wash Attic' t Barriers Fiberglass Blown Certain Teed , Fiberglass Blown . Certain Teed Closed Cell Foam Demilec 4" 455 R-26.4' -Old 2" F]r;Slopes Closed Cell Foam Demilec _ Closed Cell Foam Demilec Closed CeILFoam Demilec Closed Cell Foam Demilec Certified,: Thomas E. Frederick,_President 7Amt" �, 57 September30 2010 MA'Construction Supervisor License #101874 MA Home Improvement Contractor Registration #162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 ,i r rich DtimiL�c Rigid, Spray-appliedAPolyurethanieinsulation _.. _.. Zero Ozone Depl6tionSubstance, Class I ASTM HEATLOK SOV,is two component spray applied.rigid polyurethane foam,green in color,having a nominal density 2lbs/ft3.This spray foam has been specially formulated%to meet the intent of the international Code Council(ICC)building codes and is used primarily as a vapor barrier, air barrier and thermal insulation on above and below grade interior and exterior applications. Complies with FEMA .requirements as a Class 4 insulation. .. HEATLOK SOV' is environmentally-friendly;foam developed from recycled plastic materials and renewable soy oils, while the blowing agent is the HFC 245fa.Certified Insulation Material approved by California Department of Consumer Affairs. GREENGUARD and GREENGUARD Children and Schools certified. ft f_. Method Description Imperial units € m....... Metric units .....ASTM,D 1622 Density(core) 2.1-2 3 Ib/ft3 34 37 Kg/m3 ASTM C 518 Initial Thermal Resistance-1" i 7.2 ft2h2F/BTU 1.26 m22C/W f (R-Value) Aged Thermal Resistance,180 days @ 232C,.1". 6.6 ft2h°F/BTU j 1.17 m2OC/W f ........ ......... ......_ ......... ............ ........ .......... ..... .. ....... ......... ..:... ...._...... .._ .. E._ .... ASTM D 1621 Compressive Strength(10%) 28.3 psi 195 kPa ........... ...... ...... ........ ......... ......................... .. ................. ......... .i._...... ........ ..F . ASTM D 1623 Tensile Strength 51 5 psi 355 kPa ... ....... .............................:......................................... ASTM D 2126 1 Dimensional Stability(28 days), I %Volume Change [ (sample without any substrate) -42F(-202C),ambient RH ! =0.03 f i 1762F.(802C),ambient R.H. , +2.9 E 1582F(702C);97%R.H. +9.8 ASTM D 2842 Water Absorption (Serves as moisture barrier) i 0.8%Volume ASTM E 96 Water Vapor Permeance 1" (Note: Is a vapor barrier of 1 1 1.2 perms,69ng/Pasm2 @ ill * , perm or less at thicknesses greater,than 1:2"per IBC Section ! 202,Definitions) i ASTM E 283-04 Air Permeance @ 75Pa,1"(Note: Air Barrier Association of [ 0.001I/sm2 @ 1" [ ASTM E2178-03 America approved air barrier) i O.000L/sm2 @ 1.51, - m:............. .__..__--.-.._.- ASTM E 84-05 Surface Burning Characteristics,3'thick • Flame spread index 20 Smoke development 450 ........ • ._.... ......... i. .. ......... i CAN/ULCS774 VOC Emissions from Polyurethane Foam Pass(1 day) I ... ........................................................ i ASTM C1338 Fungi Resistance No fungal growth ASTM D 2856 Closed Cell Content >92% t ......., ... ..... ........... .. ..._.. ............................ ............ ..................._1 .... ASTM D 6866 l Bio-based Content 5% f - ........ ....:.... ... .... -}.. ...... ............. ......... .. .................. -..... ................. I....... .. .... f;C:.M'I EC' 'a; .... 2 r Gaileria biive AHingten,TX 760:1:1 W; l�{�;�J Te nica Dal '&M 64j-<290+0 phony 1,877.C;tf ILEC(336-4 32)tc lkl,ee (3:171 633-2:100 fax . a-evw.`.7e.r:ile<:.i.SA.con? ••fi�ff~(?';em:iecliWF.c3m Patti :f 3 Property4lsocyanafe A 100 ' Resin B 217-0 Color Brown _ Greenish ...................._ - Specific gravity 120 ,124 1.20—1.24 _...•i Shelf life* ,< 6 months 6 months .... ... Mixing ratio(volume) 100 100 Vapor pressure @ 25°C 10 psl 7 9 psi ...._._. ....... ......_ .. ........ 'See MSDS for more information: Note:Store the resin at temperatures 59-779F(15-259C)',Keep away from direct.sunlight. Imperial units W Metric units _ __. -----_ Type of machine Graco®Reactor E-30 With Fusion gun and 02 Mixing Chamber Components A&B temperature 100°F w 38°C I Components A&B pressure 850.=1000 psi 5860—6900 kPa W { .... . ...... ...... ... ._ ....... ........ ..... ......_..._ ............. _...... Ambient temperature 730F 23°C Thickness per pass 1%inches 30 mm Number of passes 2 Substrate ' Polyethylene Board rtime(s) �«Gel time(s) '. .' Tackafree time(s) i End of rise(s) 0-1 2 4-5. `• 4 I T Imperial units Metric units Mixing temperature. 100 120°F 38 49°C .... .. ........ ........ Mixing pressure 860 psi 5516 kPa Substrate&Ambient temperature: >14°F >( 10)°C ... ... ....... Curing temperature >146F >( 10)°C ......... Maximum thickness per pass l 2'in. 50 mm �. General Information:It is recommended that the foam is covered with an approved thermal barrier in accordance to the local and national building codes when used in buildings and a;protective coating when used outside. This product should not be used when the continuous service temperature of the substrate is outside the range.of-769F(-609C)to 1769F(809C).Spraying too thick. sections too fast may result in charring of the foam,or in extreme conditions afire may result. Disctaimer.The informationherein is to assist customers in determining whether our products are suitable for their applications.We request that customers inspect and test our products before use and satisfy themselves as to.contents and suitability.Nothing herein shall constitute a warranty,express or implied, including any warranty of merchantability or fitness, is protection from any law or patent infringement. All patent rights are reserved. The foam product is combustible and must be covered by an approved thermal barrier.Protect from direct flame and sparks contact. The exclusive remedy for all proven claims is replacement of our materials. _ - E.E:..1:3i*L0L'SC?V N:.:.hnr ,ca Data ShEr 't. . •L)'`i•<li.::.(U'SA)LL " 2925E alleC3<i(i!'EVt' fZiilri ('L?t':,TX'fCE.)- E P°3.I.,)/12/0' (s x:)F,„ri_<<.`-.00 phone • 1.877.ti(NAHL€C(:336-4S321 toll-free• (8:1 63;?-21.00;f a x Pat,e, 2 wwwJ;t mHe<,.L)SA.t:ortt f,t(n DeE Sier..L S:.t r,t HEATLOK SOY"' Based on a tem rature delta of 40°F and an insulated area of 1,000 ft' Thickness. Outside inside air aHat flow Heat flow, in inches air film filmtu) reduction (%) 0 0.17 0:687058.82 0.00% 1 0.17 0.685369.13 88.60% 1.5 0.17 0.68 9.9 3720.93 92.10% 1.75 0.17 0.68 11.55 3225.81 93.10Y. 2 0.17 0.68 13.2 2846.98 94.00% 2.25 0.17 0.68 14,85 2547.77 94.60% 2.5 0.17 0.68 16.5 2305.48 95..10% 2.75 . 0.17 0.68 18.15 2105.26 95.50% 3 0.17 • 0.68 19.8 1937.05 95.90% 3.25 0.17 0.68 21.45 1793.72 96,20% 3.5 0.17 0.68 23.1 1670.15 96.50% 3.75 0.17 0.68 - 24.75 1562.5 96.70% 4 0.17 0.68 26.4 1467.89 9.6.90% 4.5 0,17 0.68. 29.7 1309.33 97.20% . 5 0.17 0.68 33 1181.68 97:50% 5.5 0.17 0.68 36.3 1076,72 97.70% 6 0.17 0:68 39.6 988.88 97.90% Daniel E Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-0016.. July 23, 2010 Paul Crossen 282 Main Street, West Harwich, MA 02671 (508) 922-0282 Project: 10210 Ernest & Marjorie Whitman, 329 South Main Street Centerville„ MA 02632 On July 21 st, at your request and in your presence,I made a site visit to the above Project site. The reason for the visit was to evaluate the structural design of the new roof framing and to assure that it meets the requirements of the Massachusetts State Building Code. The roof rafters are 2x10's@16" o.c.The Collar ties which are both structural and architectural,are 6x8's spaced 4' o.c. or less.The top of the ties will be 2'-2" below the LVL ridge bottom They will be connected to roof rafters with 2-Timber Lock screws on each side. This meets the requirements of the Massachusetts State Building Code. Also, you told me that Jeff Luzon, Building Inspector, objected to the final sentence in my letter of July 12th. So,atta.ched is an adjusted copy. Daniel E.Braman, PE Q� D LE. B � a f � QtN E _ I— — ---! ! I"-.- Gra—n1rrra1giu�l. iifiA Rd89!Harbor Point 0,— — 67-0 38 -6 xmil �_��,�' ST - —_ 2E.� LL Li - " - --! 2I$2 D��Lu S TZ.�-E-r G i--Y I i f A I i , I IS s , 4-1 N 3l b t-- t_ I I j Q1E A i f , !aF ct;�w 3 c�,t T c--1-•-l.%..—} i I -7--7- 17K �_c�L R G t��c,k s GGLcv S i• - s_ —xi55Ac.H SIG ZS - c= �Q c� ID EL Q . i6? i P • 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 July i q' 2010 Paul Crossen 282 Main Street, W. Harwich,MA 02671 (508) 922-0282 Project: 10210 , Ernest& Marjorie Whitman Residence, 329 South Main Street, Centerville,MA 02632 Om this date,at your request and in your presence;I made a site visit to the above Project house. The reason for the visit was to make a visual, non-invasive structural evaluation of the south vying foundation and the living room floor support. SOUTH WING I recommend 1/21, round threaded rods at 3' o.c. in lieu of 5/8" at 6' o.c. At the threaded rods, fill openings in blocks with anchoring cement through two courses. In the poured concrete wall add a 1/2" expansion bolt between the 1/2" round rods already in the concrete; anchor rods using epoxy. Leave the wood support beams in place. LIVING ROOM Four 2'x2' footings are already in place near the four corners of the.44'4" X. 16'2" living room.Use 3-2xl2 wood beams at each end,,spanning 8'to10' and cantileving about 2' at each end to the existing walls. In my opinion the`renovations are being performed to meet my recommendations. -Ch e s e w�A-e e, u t v c 1M-eve-� s - -t-�►-e.. o-t�.�s a.,ck�s e�S 5�-��� �� ��-c1��� C�dtz... Daniel E, Braman, PEA,►� OF D44 A �! �Qy -41 L •` ;� Y 4 all- South Main St Cent 1/11/10 r� y. Fi� • 329 South i i ' 1 s S� ���iN► - l t �a A 8' t � �r South329 r ' w f II _ z- _ I s I • South , Cent1 Or C r3' 'fR w #wpmr' 329 . ; MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108-1904 (617)723-3800 Ma Only(800)392-6108,FAX(800)851-8424 1/12/2010 Form of Notice of Casualty Loss to Building Under Mass.Gen.Laws,Ch.139,Sec.36 f BARNSTABLE BUILDING COMMISSIONER 367 MAIN STREET 367 MAIN STREET HYANNIS MA 02601 w 4 Re: Insured: ERNEST&MARJORIE WHITMAN Property Address: 329 SOUTH MAIN STREET,CENTERVILLE, MA 02632 t Policy Number: 0815974 Type Loss: Fire(including Fire caused by Lightning Date of Loss: 01110/2010 Claim Number: 269937 ' Claim has been made involving loss,damage or destruction of the above captioned propert,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 143,section 6 to be applicable. If any notice under Massachusetts General Laws,Chapter 139,Section 3B is appropriate,please direct it to the attention of the writer and include a reference to the captioned insured,location,policy number,date of loss and claim or file number. MPIUA Claims Division CMA00021 - Ali Cape lnsulat-ion & Sup In- c , 120A Great"Western Rd Posh Office Box 1556� S.Dennis,MA 02660 S.Dennis,MA 02660 Building Thermal Envelope Insulation Report North Bay Construction Property Address: 329 So. Main St, Centerville Insulation Type Manufacturer Thickness Square R-Value Area Used Foota e - Fiberglass Batts Knauf 12" 495 R-38 New Ceiling Fiberglass Batts Knauf 12", 180 - R 38 Old Ceiling Fiberglass Batts Knauf 3.5" 1660 R-13 Exposed Ex t. Walls Fiberglass Batts Knauf 9" 785 R-30 New Crawl Fiberglass Batts_ Knauf 6" 785 R-19 Old Crawl Fiberglass Batts Knauf 9" 530 R-30 New Slopes Fiberglass Batts Knauf 3.5" 375 R-13 17 Flr& Crawl Plates Fiberglass Batts Knauf 3.5" 220 R-13 Bath Walls Fiberglass Batts Knauf Accuvents Accuvent NIA Wind Wash Attic j Barriers Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Demilec 4 455 R-26.4 Old 2" Flr Slopes Closed Cell Foam = Demilec Closed Cell Foam Demilec Closed Cell Foam Demilec " Closed Cell Foam Demilec Certified: Thomas E. Frederick, President September 30;2010 MA Construction Supervisor License #101874 MA Home Improvement Contractor Registration #162656 Tr# 282518 'Office:.(508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 C iroj Asphalt Roof' (TYP) ,3�15 Felt TYh) • -2" x 10" 16,,, Oc Coll. Tie 16" OC To tie into" existing 2-2'x 4 " TOP Pla tes 7„ 4 �. St uds over xDoH S d ers 4 -2 x 4 , 16 OC - . & Win do ws n _ _ CDX 15147 (TyP) 3; x 6 C .24 OC - - 2x 4 Shoe . .. (T.YP) 14 ' - " Span DMIEL �► EL ,�� 9TRUC M 4, PREPARED FOR PREPARED BY 329 Ernest & svarjorie Whitman S. Iva in Street Centerville, :CIA 026, A & M Land Services 616 Main Street West Yarmouth, MA 02673 Cross ,fie C 11 Qn Date: March 16, 2010 Scale: N. T.S. Ph 4gnR) 7.q7-1777 - anmland®comcast.net a TOWN OF BARNSTABLE: V 2,010 SEP 29 flN 10 Ul t Y, R• � a f r tJ d f ' f I � ti - Asphalt Roof (T.YP) #15 Felt (TXP) 16,, OC 2" x 6" Coll Tie 16" OC To tie into existing. 2-2'X 4 " Top Pla tes _ 7'—4 " Studs 2'X 8" Headers 2'x 4 " 16�, . OC over Doors & Wlndo.ws 5/8" CDx , _ Y 3 x 6' Cap 24 OC 2"x 4 " Shoe (T.YP) 14 Span' of ®F DANIEL E. DA E. ,� B �• oU STRUC N ' ►ST a VIA PREPARED FOR- Ernest & Marjorie Whitman PREPARED BY 329 S. main Street Centerville, :CIA 0,2t A & M Land Servdces 018 .Main Street west Yarmouth, MA 02673 �'_ross See lion Date: March ls, 2010 Scale: N. T.S. p� 7'77-1777 - anmland®comcastnet ' � ,� I�fr.elAl hi.ii �"C: .......... '� � .• ., .��'S�.�SU:.`ct KLi(� /� V�/. r •.. .koir.),:cl ou i.c ---. ..._ SC,Fr R' fi�T'(ILl'��n:o • 4 . I. PCs,�.AL culti,r' e�, LH_ t lo ZA q. — 1/ • _Z9AVY_S7.?. .:.. :.. :F': � .� _.1.1 .,. .: '. ..., � � _ .. I ..y. I a m .-. I Ji� ... .. ;, 2E1alp[y.,. �• IL*4z/Pipe 52A1'�'1.�4t? 6G4tE,n'.U'�' _.___... 4 —.—....... NT - - ......._...... _ - RIr,cE,siti .....-.. ' , (l , ...... ! ..._. �.:. \ _ • _...... ....- Aj Alt - ... ... .• I $ ' vjr h ., - // r.f. I 244w.M;UIi(O1� �r c I � II— .: �I .. _... SiYI " , I I. ;. El ,pI i y Bruce Devlin Dftigno � ' 77433"773 1 i isq— ;nWu a,,Zl Lfk ..._..... Ti',E.:VCt.?..._.._:... , I I : t = ;t 293tOi.F_ Z -- _ Bruce " 1hilp\Y C8 , ii1 m _ r,. 17 :. _ 17771 , r _ ) II , ,"" _ , _ t .r L_ �I .1: ♦ .r:54+1 l.t:t'u_t4./C 15 ':._ _ _ I t I ♦- Fri,11 � It != IIj li r I; I '• ... , I = },'-I 1 r 2�W6S�..:huJkllou,' u1 ._ - 1 ,%_.; LII T-_�sq -ILL ✓L ', O ti>._:\vl_ FfX�. hE` 1L+ ,. ruc+C' Devlin xxe:I:q•it'i S'p.,. �rvnowo er. � ew�wnl er Destno 77423"773 l..m, i(IuGr�_ • • _ ,4 f-I- r_-_--'Z-- -�- -----L---�- 1 - _ r'--------- ---------� ,r------------------- i� II I �I 61 II r I � .�� --- I I Remote i I� I ;' , L��_� i I I 1 I Bdr �,2 I , �i II Bth �I i rl -_- �In2 II Clos 1 1 I r Bt�7 rr_------ --- i I^ I LL_--.----- a t------- LLrJ A P I Pro osed r----,-FT.71-r-ri- � I I i ExlStln� ✓ I rT ,-�:T ,-----,i ,i .. z. I I I - :, ' I 1Bdr ,�5 Case Open. #3Fam Bdr Ro � ------1,-om ., 1 , jl ------ -- I i 7 -- - -- - - --- _-J J 1 ---------------- - --- =-------�- I , --- - - - - -- ----------- Ir - -- --- --- Gr I, Kit ° I PTo osed P I'dr , 3 _ S z II I r Pan try - VD r • Floor -Plan �n� P'looF` Plate - PREPARED BY PREPARED FOR. Ernest''& 'Marjorie Whitman A &,M.,Land Services 329 S. Main .Street. Centerville, MA 02632 618 ;slain Street West Yarmouth, MA 02673 22, 2010 Stele: 1`' = 1/B" Ph: (548) 737-1777 anmland®comcast.net' Date. March Rev.:• April 22, 201.0-Extend Dormer Rev: May Y8, .,? = Add Case. Open. Proposed New Root Lice N halt f—I Shingles — — — — — — — J_- — = — — — — —'— — — - i Misting Root Lice Sill" a - Z i match.' " ¢ Steles Z Z r , EE a , a flood Ste Propose Rare and.Replace Ezistinz Strucluro 2b IMPORTANT - UPGRADE REQUIRED SMOKE DETECTORS REVIEWED STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN f BUILDI G DEPT. DATE e ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. ?NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL FIRE DEPARTMENT DATE PERMIT DOES NOT SATISFY THIS REQUIREMENT. BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 0 PREPARED FOR- PREPARED BY �n e va tj Ernest & Marjorie Whitman A & M Land Services 618 .fain Street West Yarmouth, ,-t-fA 02673 � 329 S. . Main Street Centerville, MA 02632 Ph. (508). 737-1777 anmlandOcomcast.net Da te: March 5, 2010 Scale: 1 = 1�4'� S . Ertead Eris Dbrmer - _ Asphalt 25 SbhWA s ifptablt / / \\- Shlggles - - - - - -- - - -7' / \� Asphalt �� Shtvgles - Ell / I I � RI II . " sh�B S L3 11 A Wood I I shingles II 4I Ii II ' tI II PREPARED FOR.- PREPARED BY. Ernest' & Marjorie Whitman 1 329 S. Main Street Centerville, A & M Land Services Rigi sj(/ MA Oz63z Da te: March 5, - 2010 Scale: 1" = 114" 618 Main Street West Yarmouth, MA 02673 _ Ph. (608) 737 1777 anmland®comcast.net S • EYteDd Eris Dbrmer . AspheX 25 Sa[rtglss Ara tob plt S�— Sh/ggles NN Asp6elt \I a Shingles SS VTF I I a I � LLij I II I s�lea S ! I II I iLLJ Ltd Wood shr rJ � ff iI II II i sicle Righ PREPARED FOR: Ernest & Marjorie Whitrnan PREPARED BY 329 S.. Main Street Centerville, MA 02632 A & M Land Services Date: March 5, 2010 Scale: 1" = 114" 618 Main Street West Yarmouth, MA 02673 ' _ Ph. (508) 737-1777 - anmland®comcast net j' Extend Ahdmg Ate tcA a Dormer eet Pro New Roo!Line sbingJ/atch e� SIes — A°h�j ha - — �1 S�Ise n - - -.- - - - - - - - - - - - - - — — — — — — — — S n - ( L__J U U 4:F- _T_ SVA- stingles _ 9hlndlse Jfelch ® hood . SA/qwes . i EYlstjng lllndow To Be Bored Out . Brisling Mindow To Be Boxed Out " z - � Wiz. • 4 r L( Propose New Concrete Foundation — _ — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — • propose a and Replace, Akystaw structuro PRE OR. PREPARED BYPARED F servicesEy Ernest & Marjorie Whitman A & M Land S U"� Va 329 S. Afain Street Centerville, MA 02632 618 Afaln Street West Yarmouth, MA 02673 Ph. (508) 737-1777 . anmland®comcast.net Date March 5, 2010 Scale 1'' 114 " i I f I: Collar Ties � � - 2 x6 2 x10 ^ Ra :ft erS Qf DAN LEca ii G PREPARED FOR., PREPARED BY Ernest -& �farjorie lVhltman A & M Land Services 329 S. _Hain Street Centerville, MA 02632 618 ,Hain Street best Yarmouth, MA 02673 Date: P& (508) 737-1777. - anmland®comcast.net 16 = 6 arCh 16, 2O1OScale. N. T.S.Rol PIan --Zr---Z----r------L---� ,1 j r----------------- L ,I ^1 1 ►-� ,I , I. rFT-,�- ----—�-- r-'I_-.-- rBdr 1 4 I t}-- t I Clos ,I t� II Bth �I I r-- Bth r------------- ^L!-V � —Ot -r_ _� VI \i LI, --r-r-1 oi. -----------�, NI I I I 1I I I I (I S y Bdr 4. , �1 �/� I' , I s i I clos Jt �--_-i_L1-i_11FJ 1. , - ��, II II J-LLJ--•�-_-JL.--- I , i 4 1 ' ___- ______ 1 / �L=--_----- --------_- - -___-________�iJ -- - -- ��. L`_________________J --- IL ------ 1, I1 II Kit , }I o II I '� Stora e ,1 ,I - I1 Pantry W D 11 Floor Plan 2nd Floor P1an PREPARED BY PREPARED FVR A & M Land Services Ernest & Marjorie Whitman 618 Main Street West Yarmouth, a 02673 329 S. Main Street Centerville, MA 02632 Ph. (508) 737-1777 - snmisnd®comcasG net Date: March 22, 2010 Scale: 1" = 1/8 Y Exjsti*ng Cra W] Min 2 ' x2 Sace Access Open. Existing Wall _ ��_ - - - - - - - - - - - - - - - - - - - - - - - - - - =_ - -__= - 1 - - - - - - - - - - ;- - - - - - - 27 0 i i i I Li101.� 2x 12 Existin Wa11 ► 3 1 2 " LallyCol on Ft - - - - - - - - - - - - - -- . ' ,� . leal - o �. �p ) . 1� '46 i I I I f1 �,., IEL E. F - - - B I i II II e. s �u � h i I , I I , IV �I II I � - I I I Exls tln g 4 _ 0 ' S " Cone Wall (,�J i (�' c`►l�k c r CIRAujL- eA OI I II Z .1 :J - - - 1 - - - - - - - - -� - » (EXI's tl ng 4 - 0 12 - 6 16 �— 6 » (Total) PREPARED FOR.. PREPARED BY Ernest & Marjorie Whitman A & M Land Services Foundation Plan n _ 329 S. Main, Street Centerville, MA 02632 618 Main Street West .Yarmouth, MA 02673 Date. .March 16, 201OSeale. 1' = 114 ' Ph. (508) 737-1777 anmland®comcast.net RiXt e Con t So Vent Two 2" x 12" Asphalt Roof j Ridge (T. 'P� OG #15 Felt (TYP 12 10 5/8» CDX 10 (TYP) .2'x 12" DR HDR (TYPE R-13 Insu1 (TYP) Tyvek o ver 1/2" CDX (TYP) 2 x ¢ _ . Studs O. C. (TYP) 314 T & G Sheathing 2"x 6" Plat S111 PT Glued & Nailed (TYP) Bolted W/Seal ,2 x 10�, Floor Joists ® 16 OC e hor Bo � Anc 4 o R-19 Insul C3 y•, N Wall 4 (T.YP) 8 Conc '- " Below Grade _ A CAJ o to PREPARED FOR Ernest & Marjorie . `Vhltman PREPARED BY . 24 329 S. ,Bain Street Centerville, .CIA 026. Cros.'s A & M Land Services See tl 012 Date• ;throb 16, 2010 Scale.. N. T.S. 618 main Street O'est Yarmouth, :YIA 02673 Ph. _ (508) 737-1777 anmland@corrtcast:net Asphalt Roof (TYP) ` , 15 Fe t (TXP) OC 6 Coll. Tie 16" OC Totie into existingX 4 PlateT2- 12- x 9 Top s 7'--4 „ Studs 2"x 8„ Headers 2,�r 4 „ '16,, OC o ver Doors & Win dows �3 %2 5/8» CDX " � `Gtn rou 1n .��. (T.YP� !2 t - 3 X 5 0 24 OC 2°X 4 "' Shoe 14 ' — 4 " Span - BUF A4. OMiEL F- s S MUC' N �PjS/BNft� E�� PREPARED FOR Ernest & 1LIarJo1'ie 6Yhltrnan PREPARED 9Y 329 S . Main. Street Centerville, MA 02 A &' cif Land Services Da te: March 16, ,2010 Scale. N. T. S. d18 'Wain Street West .Yarmouth, VA 02673 Cro.�',�' ' � e C �-10_n Ph /5oq) 737-1777 - anmland®comcast net } Asphalt Roof (TYP) r, #115 Felt (TYP) x OC 2" x 6 Coll. Tie 16" OC To tie into,',existing. 272"x 4 „ Top Plates 7,_4 ;, Studs 2'x 8" Headers 2'X 4 ,; 16" OC - over Doors & Windows �j -A3 x z21...r 518" Cox X 3 x 01 C .24 OC 2'X 4 Shoe (TYP) 14 ' — 4 " Span Luc, /STD t PREPARED FOR- Ernest & Marjorie Whitman PREPARED BY 329 S. Main Street Centerville, MA 0263,e A & M Land Services 618 Main Street West Yarmouth, MA 02673 CROSS See 110n Date: March 16, 2010 Scale: N. T.S. Ph. (508) 737-1777 - anmland®comcast.net Ridg e Con t Soffit Vent Two 2" x 12" Asphalt Roof Ridge (TYP) 0� #15 Felt (TYP) 16 12 10 5/8" CDX 10 2 (TYP) 2" x10" 2 2'x 12" DR HDR (T vp) R-13 Insul (TYP) Tyvek o ver 1/2" CDX (TYP) 2 x 4 Studs O. C. (TYP) 3/4 „ T & GSheathing 2'x 6 Flat Sill, PT Glued & Nailed (Typ) Bolted W/Seal 2" x 10" Floor Joists 0 16" OC � 1� of 44S�� a Anchor Bolt R-19 Instil CMO 8" Conc Wall (TYP) 6) 4 '—0 Below Grade a ��Slog E o a t ' a 10 " a p o � � PREPARED FOR- Ernest» Ernest & Marjorie Whitman PREPARED BY A & M Land Services Cross See t10� 329 S. Main Street Centerville, MA 02632 618 main Street Olest Yarmouth,' NIA 026,73 Date. March 16, 2010 Scale. N. T.S. Ph. (508) 737-1777 anmland®comcast.net i Exis ing Cra WI ace Alin ' X �- �P Access Open. EX_j_ _ _ist _ _ ng_ Wall - - - -I - - - - - - - - - - - 9-- - - 99- - - - - - - - - - - - (- _- -_ - - y- - - I 27 O I I I II II � I • Ii I ; � � i I - • 1"1 /1 2 L,�WvCol on Ftg Wa 11 I i ,S' t1 — _ J — — — — — — — — — — - - I (lT plcal) ..... .... . 4 -01 1EL E. I I I I ST '� I I I Proposed - ° � I � ► U Q " Cone Wall • I { I � ► I With 1 " Cone Footing .. 4 ' Min Below . Gra d e - -- - (TVDical) � - - - - - - - - - - - - - -1_ - 16 6. 1 k PREPARED FOR. Ernest & Marjorie Whitman 329 S. Main Street Centerville, MA 02632 PREPARED BY ,. A & M Land 'ServicesDate: March 16, 201OScale: 1 = 1/4 i618 Main Street West Yarmouth, MA 02673 Foun &? tion Plan: -- as ZL ol Collar TIeS , QJ 2 X6 L , I I I �{ >9 S9 I � 2 10 lea ft eTs of , C II 5 om Q II i PREPARED FOR: PREPARED BY Ernest & Marjorie Whitman A & M .Land Services 329 S. Main Street Centerville, MA 02632 618 Main Street West Yarmouth, MA 02673 9_ 19 6 Date: l�farch 16, 2010Scale: N. T.S. Ph. (508) ?'37-1777 — anmland®comcast.net Ro of PJa n , � I RAI SK ® O o%cu— -f-'r -poor spa ve 61111 �C� TOP OF FOUNDATION D-Box Riser Extension Obs Pon W/screw cap to grade Q 10 to within 6" o1 grade Proposed Middle Last Unit EL 20 3 Vent STANDARD NOTES EL = 10.3 EXISTING GROUND SURFACE EL Install alarm & control p box inside of bldg. FC = >7.5 E pan e, D-Box Top Re Wall 1) THIS PLAN IS FOR THE REPAIR OF A SEPTIC SYSTEM. dlio 24"Access MH (DB 5)4" Con ,,05 R-BAr Rim to Grade ��x4) 4 See Detail ° ° 2" Min from Quick Disconnect (see Detail) 2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE, To 8. 79 _ SUBSURFACE DISPOSAL REGULATIONS. all edges Top 14.03 TITLE 5, AND THE TOWN OF __Barnstable LIQUID LEVEL 2` PVC - ------------ �83 SecuorenChnn Discharge J3,84 11.3'f o.s4 6 ADS 1600 BD (H20) Units 1.33 t or 1s" 3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS INVERT EL 10, 7 8 INVERT EL 7. 75 t �¢ PIPE INV s��B00T' INVERT EL pro Existing 14' INVERT EL 'BOOT` EMERG w aI i � WEEP HOLE 1/4' �OOCsO Bot 12.70 OR ZONING REGULATIONS. To Remain BOOT' ALARM ON LEVEL 5_06 S_ a r- 6` STONE BASE GAS BAFFLE AT OUTLET Ao CHECK VALVE OR COMPACTED BASE 13.64 I 4) THIS PROPERTY IS SERVICED BY TOWN WATER 11 8O PUMP ❑N LEVEL 4•83 2 314" r- w �F- 2 MERCURY FLOAT 13.67 INVERT EL pROPOSED TOP LEACHING FACILITY BOTTOM EL INVERT EL 5 1�2" W D� LEVEL CONTROLS 5) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM H-10 PUMP OFF LEVEL a UM INVERT EL 6 ADS 1600 BO (H20) Units ,� a 'BOOT' BOT INS 3.54 10' Sump ° N� WITH COUPLING IN CENTER 6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE Bot 3,46 ,2 Pl TOTAL LENGTH = 38.7' BOT EL SEWAGE PUMP, GOULDS I Nodet 2 WD 1/3 HP I ESTIMATED HIGH GROUND WATER EL 7'1 (Adj Up 1.4) 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY Proposed 1,500 Gal 6" STONE BASE OR COMPACTED BASE 4'XS'X16' SOLID OR EQUIVALENT? S = 0.06 EL5 7 CONCRETE BLOCK GROUNDWATER UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION Monolithic Septic Tank 2 REQ. BOTTOM TEST HOLE EL 4.7 10.5 (Shorey Precast) 2' Proposed 1,000 Gal T.H. 13 PUMPING OR REPAIR. 1 -1 Water roof 1 Monolithic Pump Chamber 3' ; F.G. 14.5 8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION S = 0.03 ( p ) S = 0.04 (Shorey Precast) 14.3 SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED. (Wa terproof) �°y er 9 SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6" STONE BASE Top 13.75 F G. 13.53 ) Bo t Re t Wall 1.3'f a.94 TO ENSURE STABILITY AND PREVENT SETTLING. 6 ADS 1600 BD (H20) Units T1.33 f or i6" See Detail 10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH. F G. 10.0 12.42 Bot 12.20 13.14 PROPOSED BOTTOM LEACHING FACILITY m � 1z z 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' Storage Calc PUMP AND ALARM NOTES EL 9.3 INVERT EL 6 ADS 1600 BD (H20) Units R BOTTOM EL OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED. 9' WITH COUPLING IN CENTER 2. 7 x 250 gal/ft = 675g > 440g 0.K 1) PUMP MUST BE INSTALLED ACCORDING TO MANUFACTUERS s = 0..Os TOTAL LENGTH = 38.7' �I 12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC. Pump Cale SPECIFICATIONS. ESTIMATED HIGH GROUND WATER EL 71 (Adj Up 1.4) 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36- UNLESS VENTING HAS BEEN PROVIDED. 2) USE MEYER OR GOULD 113 HP PUMP, OR EQUIVALENT GROUNDWATER EL 5.7 14 IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS. � 50 rpm 9. 4 7' f 3. 54 ' = 13. 01 < 1'3. 5 Total Hd ) 3) PUMP MUST BE CAPABLE OF PASSING 2" SOLIDS I-12-" I 12" BOTTOM TEST HOLE 4) ALARM MUST BE WIRED ON SEPARATE CURCUIT FROM PUMP. 4 Cap 1 I 14.0 4" cap I I 2p0 T.H. t3 EL 4.7 15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM 440/4 Cycle = 110 < 115g cycle provide 14.0 20.3 F� .200 THE DEEP OBSERVATIOM HOLE LOG, CONTACT A & M LAND SERVICES AND TOWN BOH BEFORE PROCEEDING. 5) ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 0. 46 x 250g/ft = 115g/cycle > 11%ycle 6) ALARM MUST BE LOCATED IN THE HOUSE. 16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION 13.3 17) CHANGES OR REVISIONS' TO SEPTIC DESIGN REQUIRE NOTIFICATION TO A & M LAND SERVICES AND TOWN BOH FOR REVIEW AND APPROVAL Bou Calculationsyanc 7 - 8" ow 4 _ 8„ 0 18) CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST 1,500 HID Mono Waterproof W�Boots Blocks o F.G. 18.0 Blocks d ` 0 24 - 48 HOURS PRIOR TO INSPECTION(S). (MG W 7.10 - Bo t 3.46 = 3.64) Wt = 11,480 + F 18 Cross See t1012 A -A 19) MAGNETIC TAPE TO BE PLACED 0 VER ALL COMPONENTS ACCESS POINTS. 3.64 x 5.67 x 1 D.50 x 62 4/CU FT = 13,523t G° plan �0976,A N. T.S. 2.0' EL 20.3 2,04A a 5. 67x10.50x 0.33x150#/CUFT = 2,947#4 F.G. 10.0 s^� L.C. Plan 16.7 N/F ll 20976A B" Peastone 9.3 8" Peastone Fr, 1q.5 904# + O.k. Town of Barnstable o Base 8 7 Base 16.0 Bk, 22405 Pg. 47 i` D 11r!`F �� I I 14 3 FG 14.6 Top14.03 Top Ret Wall 1,000 H10 MONO Waterproof WlEoots Bk. 19637 Pg. ?63 �' w Joseph & Carol 12,. EL Top 3.53 / \ See Detail I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF (MGW 71 - Bo 3.,21 = 3,89) Wt -- 8,240 74 (14.B) t �� 29 DeFrancoWillow Street =1.3" Botu12.7'0 ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT 3.89 x 4.83 x 8.5 x 6.2. 4/CU FT = 9,966 t iBottom t 0122 Re t a In In p Wall To Re taming In In p Wa 11 SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED Found I.P.; b 1' b Bot 12.20 TOP BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTLSE, AND EXPERIENCE 1 726 # t EL = 1 5 i Waltham, , EL 12.DA 1 MA 02453 (N. T.S. (N. T.S.) o Bottom Trench DESCSOIL RIBED 31 AS INDICATED F THE ATTACHED CERTIFY SOIL EVALUATION FORM, MY 4.83 x 8.50 x 0.33 x 150#/CU FT = ,2,032# + Map 207 Parcel 83 Trench ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107 ti�i) Cert. 1871 30 # t o.k. 3� C 56 ..........-. 0. (l1 al Map 207 Parcel 084 -- ------- (Raj) -- EL x 34 ' x 75 ADS 1600 Units _ - ` , �rLl) l0 g) -•�Rail .Fence , . -.,� j Bo t Re t WaII (16" ' „ H2O) -, u Proposed See Detail Parcel not Within Zone II Contribution TBM `'`- SAS EDWARD A. STONE, CERTIFIED SOIL EVALUATOR ,,...._..._...__. 1l. - _,_ /(J r 12 30 'y Pro'osed Pro ` y (zs.o) _ Zone• RC - i° D-Box 60 q Ft. DEEP OBSERVATION DEEP OBSERVATION DEEP OBSERVATION Min Area rj/' , �__-• 0 Gal c� �- 21 r, 0 1;50 �- S-Tank___ ob` ��z --- HOLE 00 HOLE LOG HOT OG Min Frontage 2 �r t �,� / ' H e _ ) r ! Min 1, th 100 Gravel l Test Hole #1 Test Hole #2 1 Hole #3 ' " Q ` �t (EL = 20.3 f1 (EL = 16.0 f) (EL = 14.7 t) D/W o ' o Osecl (' > `'' \" =-__ �A b aG.s. Pl. Bk. 140 Pg 33 DgF h soil soil sou Dip h Soil loll sail D�p�h o soil soil Setbacks p�et -_, A r'.... .j y l� (20.95) lln� �ft� Horizon (fn) (eft) Horizon Color (in) t� Horizon olo ,q H n Texture Color H a Texture C H n Texture C r 1,Q)00,, Gal ...,• (USDA} Nunsell) (USDA) (Munseli) (USDA) (Murrell) Front 20 1f P-T&k raA Hof aeh o o - 8" 19.6 A LOAMY SAND f0YR4/3 - 6" 15.5 A LOAMY SAND 10YR4/3 0 - 6" +4.2 LOAMY SAND 10YR4/3 v Obs Hole n N/F ,.S' 1e B3 /'� !le0) ( h hn a 8 - 12 9.3 E LOAMY SAND OY / o - 28 3.7 B EDIUM SAND 6 - 20 d.0 a EDIUM SAND 00 3 - - -- �•, I � �t a. � , __ ,, �, � Dian George 1 L 1 R5 1 1 M 7 5YR5/6 M 7 SYRS/6 1 l j., 10' {981 // ' -' ti / ''• 03 a s ` . .. (12.ZIti�ibA `. (r. b �� \ 121 Plymouth Street` 12" - 30" 17.8 B MEDIUM SAND 7.SYR5f6 28" - 126" 5.5 C MEDIUM COARSE 10YR7/6 201, - >20" 4.7 C MEDIUM COARSE f0YR7/6 i 1 �fp s 3Q\� Caac '`) �, SAND SAND 0 wn er of Record .„j �K os,`' .�j � slab '`� � Holbrook, MA 02343 30" - 13z•• 9.3 C MEDIUM COARSE toYR7/6 SAND i , I Bk. 5795 Pg. 318 Ernest A & Marjorie B. Whitman m 72 Q Deep Obs Hole Date: 2/251M Deep Obs Hole Date: 2125110 Deep Obs Hole Date: 2125110 Shed Soil Evaluator: ED STONE Soil Evaluator: ED STONE Soil Evaluator: ED STONE Imo'', Witnessed By D. STANTON witnessed By: D. STANTON Witnessed By: D. STANTON Deed Reference "" / / Gera wl 4' 11eN ° > t r(5' _._ •_-��'•. ti9S) Perc Rate: Perc Rate: < 2 MIN/IN ® 54" (1f.5J Perc Rate: D ry �yq a Felice - { „\ - -- Soil Survey Description: CARVER Soil Survey Description: CARVER Soil Survey Description: CARVER Blf 1O2/ P� /cJ / silt_ ez? `s Space s �/ /�,,J/ j9, `, Map 207 Farrel 116 Geologic Material: GLACIAL OMWASH MMMINS Geologic Material: CLACIAL OUMASH MORRAINE Geologic Material GLACIAL OUTWASH VORWNZ Pa ved Prof "�. ... 4 Bdr i' A f ___...- == t r_- ,, g' g' / '" ,i (14.8) �_,_____ Depth to Standing Water: NA Depth to Standing Water: 124" EL 5.7 Depth to Standing Water: 108" EL s 5.7 " - _- t ' D/W ; �) .�• ;Bldg #329 y _____{ �/ ` ` Depth to Weeping Water: NA Depth to Weeping Water: NA Depth to Weeping Water: Fema Map Ref. 1 0} (a 61 `� _ Pump and FFII Ex Cesspool (g I (g. t0• Depth to Mottling(Color): NA Depth to Mottling(Color): NA Depth to Mottling(Color): TCF = 10.6 Relocate �l�o Per Ti't1e 5 (il�� �D Est Seasonal High G* NA Est Seasonal High GW: NA Est Seasonal High GW: 250001 0008 D f~ 9 `' fa• ) '' Re cstePlUt]b ( 9) �G� `11� I USGS Observation Well; MIW29 USGS Observation Well: OBS MIW29 USGS Observation Well: OBS MIW29 (2010) ry in Crerrt Se i0' Y' �' Date of Last Measurement NA Date of Last 14eaeurement: Feb 2010 Date of Last Measurement Feb 2010 Zone A10 //2/92 EL 11. 0 1i { Comments. Exonv. Roal s/u, Comments x one Comments: ndex one 1.4 Adj I TION t ttay � A aD '\ � Found 94) 04e i Bltg shed �- DESIGN DATA f ( � A (46) -�" / 4 ASSESSORS MAP 207 LOT 082 Pump and Fill Ex Cesspool Per Title 5 i�', Number of Bedrooms: Grinder:, _ ,�' t d 1 a Ir Pl a n {g.5) Area = 1. �?�_ Acres ,Xli Design Flow. 440 110 Gal/BR/Day x Number of BR Se Ic Upgra e ep (b•s) ~� _ _ , Map 207 Parcel OBI Septic Tank: 1,500 -- Bk. 14136 Pg. 174 (Minimum = Design Flour x 200%) Gal. in Barnstable MA A -- ------ _ I PI Bk 344 Pg 85 Pump Chamber: 1,000 , 1 ro Leaching Area: Gal - -- Located At ---____.._._ _____-____------------------- -_____-_--_ - - _ ---__-_ � % ( 2 12 x 7.9 S ) = 611 SF 1 Units x 75.74 + 2 x 1 D / F/ ��9 South Main Stre e t ' - - �, 611 SF x 0.74 = 452 GPD All Locus Map (&A) � �" (6.8) � A10 452 _ 440 = 12 Centerville MA 026�32 N. T.S. o GPD Provided GPD Required __ GPD Reserve Applicant MAXIMUM FEASIBLE COMPLIANCES Route 2e Ernest A & Marjorie B. Whitman 10' Lon - /� E 1.) VARIANCE TO THE _____- SETBACK BETWEEN THE EDGE OF THE SAS g &') f s) AND THE -EASTERLY PROPERTY LINE. A --6'��' SETBACK IS PROVIDED �329 South Main n Street wh1��4e P d pine 8l00� (bz) A 4=& 1' VARIANCE IS REQUESTED (TITLE 5 SECTION 15.211(1)) l.' /-> 4 5tree Map -00i Parcel 137 A9 / 2.) VARIANCE TO THE �� SETBACK BETWEEN THE EDGE OF THE SAS Cen terville, MA 02632 i� Bk. 14136 P . 174 3�0' JL AND THE EXISTING BUILDING. A _II_5 ___ SETBACK IS PROVIDED. g X A 8._5_ VARIANCE IS REQUESTED (TITLE 5 SECTION 15.211(1)) SCALE.' 1 = 20 DATE.' March 11, 2010 M 3.) VARIANCE TO THE 1�� SETBACK BETWEEN THE EDGE OF THE SAS AND THE BOARDERING WETLAND. A __B5___ SETBACK IS PROVIDED. A -15'_ VARIANCE IS REQUESTED (TITLE 5 SECTION 15 211(1)) PREPARED BY LOCUS 4.) VARIANCE TO THE 100 SETBACK BETWEEN THE PROPOSED SEPTIC TANK A & M Land Services AND THE BOARDERING WETLAND. A __71-__ SETBACK IS PROVIDED 618 Main Street Unit 3 �o�ti� o 5�� � e�G� A _29_ VARIANCE IS REQUESTED (TITLE 5 SECTION 15 211(1)) West Yarmouth, MA 02673 sv co �' ti 5. VARIANCE TO THE 100 SETBACK BETWEEN THE PROPOSED PUMP TAMK , Ph. (508) 737-1777 or anmland@oomcast.net e AND THE BOARDERING WETLAND. A ---L1--- SETBACK IS PROVIDED. A _z9 VARIANCE IS REQUESTED (TITLE 5 SECTION 15.211(1)) GRAPHIC SCALE Cralgville Gti�1 NOTE'' - ` 20 0 10 20 ao 80 BVW flagged by Brooke Monroe Centerville Harbor of Pinebrook Consulting 310 Sandwich Street Plymouth, MA on or about February 15, 2010 ( IN FEET ) 1 inch = 20 ft. Dwg. 101e..d wg �,, ',_ I.Zl� �r _..-s e , �5:53?Is_IT: 5 L�t t,1 ^- -._...a_. .._-.__,- _ - __.. I . --�._- -5 11 '. ` f. � . ��i� . ��� I ..� ��,1 1�-n .I;I s 6ULI"' 3 Uc�<I"qi, Rn�[� :.ht��-t12 r .R .,. _ :_ _._- _!_ ., _--- __ _,_ . ,� . . . : . l (L?Jc..�c#J #.L.�?a.. t. �_ - -'� _._ . f. j - ©`' fi u�t f, _ .. le� . __. - Y��i _. _. _- - t _ - - . . � ' . _,.. . .__ _._ _. . .._ .. ,J._, _ t --_.,_- _._�.- ,a,--v , I.. i , r _,., _...__. _. . ,. ::, ,. ., , i . __.... t ----- ,v._ ----_ -_.___ _ ,,. __ _ �-— � :_- 1. _ _ _.� �, ` .n �-� fib t� a� _ _ !, - - - - . _ i _ { .. ._. t _f__r._... _.__ . I - I— __.a._. ,F -. i _ _... ._ ,_ .,_ _ ?._. _.. e-, „ 1 i r, •,"'-.....':.._""fix` `• .. »:.'.r. _-::q. Ia, ._, „ - Y , _. __ —�_-—.—. - _ w w-. - - _ iI - ..._ ., .. _-- -. ._ _ _ _— , % ____ ,_ U. i J- e - { !. 1__.-._w_ - i' :_._..._ 1, t . . _. E. _ _- __ T I. 1...._. I _, k , ,. , [' I , 1 r--.._..__ ._. __( __ .. _ .a... a..-.. ,' t w I , i i, I _ I i : 1 r - w a t.< 1 I ._._.__ J ( a., !. � /" "'_ ;t .. ,,._.. t. ..., _t ( __ __.__.. _... _ is I,IiEa F 3 1 r - €. 5 r: ,. - s - .. —� _ .. _.._..,. "S�LJ k.- -T I_- n _ ._ t _...J �. _ ._ __ __._.�, p - w� �' .� i y r e�1 -_._._. aa....... i..� � s _ e. ... -,. i _ ._.: !_.__ . t t 24:'�� v --- , _ _,. 23E � C 1 _ I ,.,�, _ _, _ ._,,.-____,_--,Y,-.._,. M rl i 1' _ _ •_. f t �, I , - - - , . - _,_ --- -.,_,__ 4, 1 .. V ,3t ..-_ ,.art �' 11 S:•:i., ..,i .,.. _: ..: ,_: ., tL } ::: .. !: j _ _-. .. 1 { / 1. ; t. - .„ .. -.:, q. .,:.. :: _ .. _... I -- i S j .- � ` 1. i �. r a + - t: -.E .r l.:. _----. , ,.. 1 ..._ (- ,__ _. _. _ - .. } :. :: ; It 11 ` . I . I . I.t . . v- . I., -lIi $ 72 ` .. ., ) f E 4I .. ,t, a -- _.. , _ / r + w La .- f ..I .. ; , . . , �_ , _ — w 3 { ? Jr }. . j { _.._ - ' ._ _..- -- _ .. �:,. - ._ } a r _.,"_... ` _ �` .f lT .. 24 , a'�'✓r12 !. Qs7t __ X TC Sj t, !. :''`T t s .. // L t , y E, " -... .. .. ,. _.. ...... ._... _ --__ _..... _ ., ....-_.__,_.._ -_ ._,--._. ..,,._.-....." -_„_,,._.-_..-..._ .... .._.._-...... .-__. _. ._ __ -.. .1 r f/ E ''1 r .. .. - :.- - f( _ i . . ,'� . - r . : . . "",-,w.._._.. _. _..,.., .M — _______ - v_-- -. . . . . __ __ , i . , _.__ _ __ -----__-_.___.__- _-- .___ _._ -- _ 1. . . ...� . . i_,; _ --- - �`ti J lII' __ . . - -_ - .. l..__ ,._. 1 - . _-_. .._ . i . � I . � '�, x _._ .,,.,,,,,,,,. I. . .. _.._ I , - _. - ... ,; - _ - ..__ , t f .. i'Qi . . . 1 _ -_ ,_ -- : r._-_ s1il,. � ,,. .____..__.-._ i! f 1 . 1. .:. v _... -II .. - - _ - __ _..1 i _..._ -_ _ .1.. - - v:. _: ;: I'll-_. _-......... _.._: ..-1s.. - �. 1 .. __ . . _ -._- , �, 3 .. I _ram. , -: _ 1. ... - , e _ i :. I .- w W _ -- - - .r. ..,.... ._._ ----1 � ; 1; I. ]�� , j - _..._. _. _._...__ _ _..--... __._,_ t; i -. _. - _ t _. _.___._ _ . i T 7 fT _.., - - tt AS,,: C1 .. ,-: - -- ._.. I �, ,, qq , . lI �} /+ t 1. J. -I � . 4 ! I �7 , I : /ill, f, i _.- I -i _. _ .i:.» i _ ..,..__. , +Ili p :.. I . __. , 1 i __, _ - , � . ff .._.,_:.,, ,._._ .. 1. _ , U � l t_ , r ..., . _._ , .. !. 1. : - ,l I t:-. .: _ .. - :� � : . I . . . 1 . � I - . � . : . . . I � I I i � 7 � - I . ::I .,.. -:... , .,r. :.'.: ..,T. .:.. :: <.. a .j .. :.. € - .. .n.. _ .. is I. '+ I : , - �._ r I. -..�..., ,.. , ._ n -1­ 1 .. -.w-, f - LL { - - (J is t l � t ., .. ... .,_. . .._ wl r - U s,.. ff .P.:":. .- ,. ,.,, a. ft -a.. rtEj I . I C a,, f zs r 9 t f. . ��{ ,.. n ,�.(�. c�4,► . I I .,.,`I, I z;L, ...:, ` J. r. ,.,3. ;:...;: .�.,..:.. .. .:. - _.. :- _.-'•_r_.-_..__—�_:.... ... .,.. i-:i.,, p. - ,_.f. _�_:. ._ fit v_�-_L '_F.._ liN f _f ; nt ii..,t.,- i` 1t I _.., _ _. - . - - - a_,_a._. __..__ . - 1. - / - [Y.:: - : - ;' 1 . . . . . . >, f E 1. j i t 7 � j (.,. T ` � SC7li E.i t`�n .{r(� 4p APPROVED BY: DRAWN BY � I I I � 11 Bruce Devlin DATE:- -/Z,'e: - REVISED mi o . DRAWING NUMBER ,_} j