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0035 LITTLE RIVER ROAD
4 i P V I I I� t t� 7'q 'f / 1 1 �j Town of Barnstablef Building Department - 200 Main Street sARNSTABLE. Hyannis, MA 02601 9� MASS. (508)1639. 862-4038 ` CFO MA'S A Certificate ofOcIdupancy 3 Application Number: 200905825 CO Number: 20100227 Parcel ID: 053003 , . CO Issue Date: 12/22/10 Location: 35 LITTLE RIVER ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: MULTIPLE HOUSES ONE PARCEL - Village: COTUIT Gen:Contractor: WELCWRONALD Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed tr r "1 Y TOWN OF BARNSTABLEBuilding��E Application Ref: 200905825 ` BARNSTABLE, Issue Date: 01/08/10 Permlt . 9 MASS �Ar16 39. A�� Applicant: WELCH RONALD Permit Number: B 20100024 Proposed Use: MULTIPLE HOUSES ONE PARCEI, Expiration Date: 07/08/10 Location 35 LITTLE RIVER ROAD Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 053003 Permit Fee$ 4,488.00 Contractor WELCH RONALD Village COTUIT App Fee$ 100.00 License Num 083484 Est Construction Cost$ 880,000. Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND i REBUILD HOME 5 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PERRY,ARTHUR IR at BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 5310 PORTSMOUTH RD INSPECTION HAS BEEN MADE. BETHESDA,MD 20816 n - Application Entered by: RM Building Permit Issued By: � �C 'ley THIS PERMIT CONVEYS NO:RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR ANY.;PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC FROPERT.Y,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET•OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF%PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OFTHIS PERMIT DOESNOTRELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. ti WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). I ON BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROV M^. 2 L V 3 1 Heating Inspection Approvals Engineering Dept Fire DLt 2 -� - -� �q 5 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o53 Parcel (7C)3 Application # Health Division 'Date Issued .f Conservation Division Application F f Planning Dept: Permit Fee'. "3 • Z Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 3 } _g.iJe-( Village MA 02(k,35 Owner c P� 1-.j Address S 3 l c) POA5 mo u4 . Telephone 3o 1— ZZq- O(P i3 Permit Request c.'%f-%c► y 23 k,W C, SOS Q\0�1 D QA:Js Ana t'(2a- S-ltuc_A-ufe Square feet: 1 st floor: existing proposed 2nd floor: existing proposed - Total.') Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type a —� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure gLtlk M0 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name G�son S�o�S �2 S,olG`r ZnC, Telephone Number SDI—'�] Address YZD License# q D19 3 4T M K ()2(C 0 1 Home Improvement Contractor# Ito b 3 6 D Worker's Compensation # WCG 500 n 014 ! D 120? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r t FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED -`= -MAP,/PARCEL N0 ADDRESS VILLAGE OWNER � DATE OF INSPECTION: FOUNDATION := i FRAME INSULATION'S R FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL IS >GAS - ROUGH C A7 5 ' S FINAL `t r ;` FINAL BUILDING.= s `;zcr&a���f aGcl�S/°�e�jy DATE CLOSED OUT ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Mass. 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizationMdividual):_ E2 So la-T Inc-. Cn n sAnC--fiC Address: \Z U CAu�« . City/State/Zip: 14 rc,-:>n%s lt'ir\ C)L `a()1 Phone#: Are you an employer?Check the appropriate box: Type of project(required): l. I am an employer with ;7— 4. C I am a general contractor and I 6. ❑New construction employees(full and/or part time).* have hired the sub-contractors 7. 0 Remodeling 2. 01 1 am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. 0 Building addition [No workers'comp.insurance comp.insurance. required] 5.0 We are a corporation and its 10. ❑ Electrical repairs or additions 3. 0 I am a homeowner doing all work officers have exercised their 11. D Plumbing repairs or additions myself [No workers'comp. right of exemption perm MGL insurance required]t c. 152,§ 1(4),and we have no 12. D Roof repairs employees.[no workers' comp.insurance required.] 13.�j Other SO j�>" *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. rHomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contactors that check this box must attach an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees.Below is the policy and job site information. --� Insurance Company Name: 1.J�c.;��; d 1'�,��i ��S u reel .,t p Policy#or Self-ins.Lic.#: W CXS O O 19 nC>`,A t 0 l ZD 1 O Expiration Date: 03 Job Site Address: 35 I%Jhe, Kite,( ^43 . City/State/Zip: coa)- . rn A 0 Z(o35 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 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 $250,00 a day against violator.Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify un er the pains an .penalties of perjury that the information provided above is true and correct. Signature: Date: Print Name: S4 , Phone#: SG'R "1 S - t 3 a Official use only Do not write in this area to be completed by city or town official City or Town: Permit/license#: Issuing Authority(circle one): 1.Board of Heath 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact person: Phone#: Client#: 18348 2E2SO ACORD- CERTIFICATE OF LIABILITY INSURANCE 11/09/0 0 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Acadia Insurance E2 Solar,Inc. INSURER B: Associated Employers Insurance Jason Stoots INSURER C: 120 Chase Street INSURER D: Hyannis,MA 02601 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECD/YYTIVE POLICYDATE EMM/DXPIRDATION LTR NSR DATE MM/D LIMITS A GENERAL LIABILITY CPA0334532 04/22/10 04/22/11 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occncel $1 Old OOO CLAIMS MADE �OCCUR MED EXP(Any one person) $5'O00 PERSONAL&ADV INJURY $1 OOO 000 GENERALAGGREGATE $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY JEC LOC A AUTOMOBILE LIABILITY MAA0339671 04/22/10 04/22/11 COMBINED ANY AUTO (Ea accident SINGLE LIMIT $1,000,000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ ' AUTO ONLY: AGG $ A EXCESSIUMBRELLA LIABILITY CUA0334534 - 04/22/10 04/22/11 EACH OCCURRENCE $1 OOO OOO X OCCUR CLAIMS MADE AGGREGATE $1 OOO OOO DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WCC5008041012010 03/16/10 03/16/11 X WORY C I IMIT OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $5OOOOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? YES E.L.DISEASE-EA EMPLOYEE $500 000 II yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500 OOO OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Alison Alessi and Gregory Gorman are excluded from the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Arthur Perry DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL In DAYS WRITTEN 35 Little River Road C•� NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 'Cotult,MA 02635 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR - REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S74636/M68144 LS1 0 ACORD CORPORATION 1988 . (:772r. License or 1' gistrntion vlilid for individul use only az� OI')icc of Cuiisumcr Affaiirs S lldsiness Rcgulatiou before the expiration date. If fouud.rchirn to: HOME IMPROVEMENT.CQNTRACTOR 'OtTice of Consumer Afl:iirs and Business Regulation Registration:: :.160360 Type' 10 Park Plaza-Suite 5170 Expiration 7/18I2012 DBA Boston,MA 0211.6 E2rS`OLAR ti JASON S 120 CHASE St n � HYANNIS,MA 021i01 Chulcrsccrctin y Na v lid without signntuiT lu�s:lchusci'tti - Dehsutmcnt of 11111tlic safeo Bool-d of Building" Re-uiations mid - Is JASON STOOTS construction Supervisor License -License: CS 90293 bJ � k'••� '� G.�.;, :_inc Restricted to. 00, �r ti Renewable Energy i i energy efficiency 120 Chase Street 9ASON,D $TOOTS, . photovoltaics Hyannis MA 02601 120 CHASE ST I4 ry; I solar thermal. cell:508.237.3892 HYANNIS, MA 02609 c . Nrn..nrc.rruirl� .e; "—•- fax:508.775,1385 •- �' J ason@ e2solarcapecod.com J www.e2solarca ecod.com 3 p Expiration: 4/28l2012. , t'nnnni..vluqu r Tr#: 20887 4, 0 ar -�.. ;a - "` . , 23J '15 WATT JI ��'�.� I Es�t�le.�t'•f�cv r;�r t 3� ^x{'s t?ai Solar of lde_le makes a best'.+' addition to nearly any roof. RESIDENTIAL MODULE NEC 2008 Compliant ENGINEERING EXCELLENCE NU-U235F3 is the perfect combination of high performance and design. ADVANCED AESTHETICS Sleek,black frame module provides an elegant appearance that blends beautifully with your home's roofline. DURABLE . B Tempered glass,EVA lamination and., weatherproof backskin;provide tong life and enhanced cell performance. 1-REL16rl�LE. 25-yeac limited warrant r on power output. y p p EIIGH"PEREORmANCE° _ x This module uses an advanced solar�cell surface texturing process to increase light absorption and improve efficiency.= NU-U235i 1 , R RESIDENTIAL 23S WATT � No MODULE FROM THE WORLD'S = .F TRUSTED SOURCE FOR SOLAR. Our most powerful residential module manufactured today, the NU-U235F3 blends high �;� •„fig performance with advanced aesthetics. Black backsheet and sleek black frame create a modern 3 ® ` silhouette on nearly any roof. Using breakthrough ara kfranle improves aesthet ic5 Laminated glass onstn,cr or or resicf n !roof ton apoica long.'- fn a high us.ras technology, made possible by nearly 50 years 1 of proprietary research and development, this r 4 SHARP-THE.W4��E 7C7 TRUST module incorporates an advanced cell surface l i When fyou choose Sharp:you get more than texturing process to increase light absorption and a,y�l(e,4gine.reel products lfou also get Sharp- improve efficiency.Versatile enough to permit :proven relrability,outstanding customer service and l I installation on nearly any kind of roof, the 235 _ the ass ranee of out 25-ve&lirnitedwarranty on` f watt module is the newest innovation in Sharp's 1" � ,,P°t'Ver Output.A global leader in solar erect icity,� Sharp po,, emore s homes and bus nesses tha n a, residential product offerings. . , r " , t any oti r sciar•manuf cturer orldvaide, Y v r, 235 WATT NEC 2008 Compliant Module output cables:12 AWG with locking connectors ELECTRICAL CHARACTERISTICS CtIN1Ei9d51ORt5 Maximum Power(Pmax)` 23S W ` V BACK VIEW Tolerance.of Pmax +10%/5% II• A' SIDE VIEW Tyne of Cell Monocrystalhne silicon' CellConfiguration 60 in series D 0 O G Open Circuit Voltage(Voc)., 37.0 V Maximum Power Voltage(Vpm) 30.1 V Short Circuit Current(Isc). 8:50 A F l p_. Maximum Power Current(Ipm) 7.81 1A Module Efficiency °i 14.4% * —�(• ) Maximum System(DC)Voltage 600 V B Series Fuse Rating 1S A bb ( + NOCT 47.5 C l Temperature Coefficient(Pmax) 0.485%/°C F (10)00.35791— Temperature Coefficient(Voc) 0.351°°J�C: _ r Temperature Coefficient(Isc) 0.053%/°C { 00.rr•ra3mm E � � D ! 'Measured at(STC)Standard Test Conditions:25°C,1 kW/m2insolation,AM 1.5 G a H - —ad c r. MECHANICAL CHARACTERISTICS A ' B� C D E 0 mm 1.8"/46 mm 79"/200 mm 14.4"/365 mm Dimensions(A. B i x C below) 39.1"x 6 .6"x 1.8"/994 x 1640 x 46 min p9.t"J994 min 64.6'(764 1 + Cable Length(1) 43.3/100 min" t j. G: :: H 1 r. _ 32:3"/870 min 3.9 r 70oomrt '7.7'/958 min 43.3'/1700 min Output Interconnect Cable" 12 AWG with MC4 Locking Connector t Weight 44.1 1bs/20:0 kg $ Contact Sharp for tolerance specifications Max Load 50 psf(2400 Pascals) f I -Operating Temperature(ceip.'• -40't'o 194°F J.-40 to 90 C j i { "A safety lock clip(Multi Contact part number PV-SSH4)may be required in readily accessible locations per NEC 2008 690.33(C) - QUALIFICATIONS UL Listed UL 1703 ( i Fire Rating Classic Sharp solar mod les are manufactured in the United ". Y r , � States and Japan'I and gUalify as `American" goods' WARRANTY under the"buy American" clause of the American 25-year limited warranty on power output :`~ RecoveYy'dlld Relnvestriient.ACt(ARRA). Contact Sharp for complete warranty.information De=_ign and specifications are subject to change without notice. Sharp is a registered trademark of Sharp Corporation.All other trademarks are property of their respective owners.Contact Sharp to obtain the latest product manuals before using any Sharp device. - SHARP ELECTRONICS CORPORATION 5901 Bolsa Avenue,Huntington Beach,CA 92647 ® 1-800-SOLAR-06•Email:sharpsolar@sharpusa.com www.sharpusa.com/solar I I 0 2010 Sharo Electronics Corporation.All rights reserved. 09"T +PC-03-10 I, POWER RA INSTALLAT Es 1 1j"'���"�""'•'Pw"�u , V.mAY/Y .1rymu1so4rNttnasmlu NO OANTILEVBFt" » �,n,p..PPaaP.Pr�P.... .�n,. ,,P�.�... NCI SPAN BETWEEN «�a,,,�.a.P ..> . a,.. ., NO CANTILaV911 GREATER TMAN 32 6UPPORTG GREATER THANI Soy GREATER THAN 32" 209fw22%OF .,,a.�,PP� Ra„�,Ra�.y, o„a..,,,,P 66%.60 aOF !10°Yu�2296CJF OVERALL LENGTH OVERALL LENGTH�„mc,w our maa uralumuapPPama,.e m� OVERALL LENOTH PawM6Mr,uM�.MNM1191.4'M{bY�FlC.MMMMpp�l.bttlWY1P1'lWtvmPWIwIYGYpy..�y�l EM.aWnatluwaM..l '��y'' -�MPt+so..aa.,at M.aIOMv,VJ _DtANOKT.�. L16tYPfA,YgOeKtyp�ggaPpAav�..w.WaPPt9.. PY„P,P�,.ay t1 C I. V NO SPAN 13STWERN NO$PAN 6ETWEEN G LE B QFi A 6 � k.1.,�1. l LSUppoRTS ORE=A1 ER 1 MAN gAr .tea �w.,�.�P„��� tea.a,....�a .,�as a...p. pUPF�ORTEi GREATER A 02p ,,,,i 98gbMc^2%OF �M,,.,,,...P..rP P�.,�a..e„, 049b"269'oQF 3a364%OF 1096"229UQF OVSRALL.LSNGTH OVERALLLENGTHa"�n�aa�Y.a.P1 .P� �1 a���P a.-. o.�. . ., ».Y � «, OVERALL LkNQTH OVERALL L Nt3 N I !!1�.1�I.M.�.41� �9i ��„�!1i.�1(I'.!�'m6i�aS.J��,� • ... MYTiM1GP ,YtfiEaP1.V M1tl41W1 Q MaY NO D N'rILEVE4� NO SPAN BETWEEN NO SPAN SETWEP.N NO SPAN idf±TWEEN IO ATBR T 2".a�"�.°""°SIJf�POR1 tl tlRt:A1'SR TMAN O0"P PPP ytgnA Pi,YYaa � SUPPORTS GRENMR 1'I'IAN 60"w,..eaa ays"r„ `�"",, " ".P,..am.. Cl WJ�1'i LE SUPPORTS 13RkiA�TER'PI'LAN:AO A TL rH� OV109b•11'�OF �<.a. .,...�., 21%-20%OF P,,,aa,.aa,I... ..�...�.P..�..., 27%.28%OF 27°kY2696f�F ERALL LENOTM OVERALL LENt3 rM.,.,.....„ QVERALI.LENGTht.��.._.+a ..P....��.�..��,a.._,P�� �a, ..w..� �a.,.«M„a..�AVi��1m c OVERALL.LENerH RALL LEp POWd R RAIL IS DESIGNED AND WARRANTED I iq V.w FOR LOADS UP TO 601..88/8 1. FT, �I � POWER CLAMP PNOTpVgLTAIO WHEN INSTALLED AS SHOWN.FOR INSTALLATIONS IN AREAS WITH MAXIMUM DESIGN WIND SPEED$OF 90 MPH THE POWRR RAIL --"MOUNTING DISTANCE BETWEEN SUPPORTS CAN ICE INCREASED To 96" OP MODULEL 60%.60%+�>= zo�•z�� WITH A MAXIMUM C�ANTIL�VER OF 3A" LENGTH MODULE.LENGTH'"`""'"""•"'�"�~.'�"���iFMColum • LSNgTaa SHOWN WITH STANDARD MOUNTING FEET(OTHER OPTIONS ARE AVAILABLE) .'vPi W YanMY...whPMNYW.,�1.4...,Pyul,wwm,M W.I.W NO'7EC THE MOUNTING PEST MUST BE ATTA4HEL1'i'p TIME BUILgIhID.RAFTERS DIRECI'POWER 8,WATER Ct��W OR FRAMING(NOT JUST THE ROOF DE014INtl)1 U68 6/16"OR 3I8"pIAMETER � 1 Y""""'"""°�"•.°" '�""°"�'P�°°°�^ ^,•�,,,b LAG BOLTS AND DRILL A PILOT HOLE,00 THE FINAL TIGHTENING B HAND, rm.ac POWER RAIL INSTALLATION FAOH M DOLT MUST HAVE A I vuro a P..}. w..,,.am i M E , /(� liLL R` i�a . �C~ Ugltllxu. a++nvivm,r �4dA VI v im D__Ei' TC . Need i a'�c - :�no►y �s n: reeuct? ie DeW to view a rm ct`p�ucis f =t _ '�i'SidJ1eT sUPP`�TECe2$er zA ;F G InFtalii tgr�348—Mi_ . t 'a vraor aly F pis � i s 7riea in cTily�ion rpei_!s s 3� lie 4��:" .1t jas m aI{t-m se !i +'val—.+ain�sse-dM G01615- ' idsV+ coom.=goraiwingc fowsd the 23M PG- 5 . y.,sjaFF,tei2}SIIia +a '-'Bey'x'•tn�it?lrT6fOT�r�tIS7'•I'+s your dg. bse#h6 emp eEriStiE:STL�ilfi`sSeF+ Si the t�_ sele i �[:�.rh''�31���''c•F e�.fC The s Ci cega+7t 36-reSjVl€D Tqw-.'bLuWM-1-9-BFEnaFs Vie_FY..Iti'+7Se. iFSCFli4rtTSy tfd6ifE[��►f�f Cidt�}metal f�r�et3:2i:12tiT¢ �' 'YOf par-Dawmal#-- �cEAia.= •tom� I�':^ JAC . Raw fne ir.�s�;ot�ttcEwuri��l�r few e�n�aFio;rw o AlUiniTiMa =PER-1 `w•,.,1gl.l� s` Figare, f.,Le&to- 'aij catllaMment h' 1 to in r � Installing withOLmtlng C \; 'M:' '+••',"tiVi'.jQ1";(I} . ""�..,.f P' .,'�'f' '.yf, DI '.} '', '•,�N�•• •t;'. ,/' •a. J �4".r`• ,y `vL'.+ ` .,Ay, ,, • �•"�+� '�'' 'y�r,}�,tif,11't1t i{•.`���Y•A� � a�� +�,a+,'� +at ,�;y�!'��. a"ti� a� .rreP' ' f Itw. ++a •ti ''+�•. P1'y �'�w,•s' 'a► � a•"•' 'st,ti"IW ''"YyJ1 ••��+•,, ' r n' J`s;,r f,' ''1 • '�'+•+.,,,.4 •q•� � ,'� �'p y1a,•ty�„'o-d��y� , 7Jk.y� '1•R+ram K.,�W '�1ry4,.,' �Y'�,*• •yl��, , • �_,.•'* T ''M�yey, '•q. ^'S;aa''� °r'";1;• • ','+• '+'a.,� ' +,.,„•+,. .r, �� a'r • !yam .�'. � •1+•�'...� Wd As rodN'f + r a - r , SMARNMOff Lag Screw � s I� �n S ple ent 62 �m safiW&ththe3+ooftze: ao3�o�ec � mmutse�� s' p dv&hS��s9m modes �xvelo d ' -13ie4fim 'sn3sm sec�ws F—sp—ff*z * 3 low - par 66� 6 304 Dom #nF[Ctwch 235 269 _ pOU&S finsou& M6 235 20 tdeas.'Fr 20 269 HamFir brth) _0.46 om 768 . sprumpble.Fir -Q42 (�aF2 Psis am 665 26S - 304 VadesofMRandVO4 14 5;5; {2jF�a� a LSa 57-sr�tot g g _Z_ _r - � - v - � - - - <t•-ter_ -- Photovoltaic Installations i E2 SOLAR INC:,* 120 Chase Street Hyannis, MA 02601 (508) 237-3892 CS license#CS090293 Home Improvement Contractor's Lic. #160360 e2SolarPV@gmail.com i Contract for Photovoltaics OWNER'S NAME: Arthur Perry PROJECT ADDRESS: 35 Little River Rd. Cotuit, MA 02635 C S Z-0 O-1 0 MAILING: 5310 Portsmouth Rd. Bethesda, MD 20816-2929 i 1. PARTIES: l; This contract (hereinafter;referredito as "Contract") is made and entered into on this 4th day of Nov, 2010 by and betweenj Arthur Perry Jr. (hereinafter referred to as "Owner"); and E2 SOLAR INC (hereinafter referred to as °E2Solar" or"Contractor'). WHEREAS, Owner seeks to have one (1) 4.23 DC Kilo Watt grid tie solar photovoltaic (PV) system, hereinafter called "the system" professionally designed and installed at the above-named project addr'ess. WHEREAS, Contractor agrees to install the systems in accordance with all local code requirements and in accordance with current National Electric Code. WHEREAS, Contractor agrees to install the systems in a professional and courteous manner, leaving the job site secure and clean at all times. THEREFORE, In consideration of the mutual promises contained herein, Contractor agrees to perform the following work: 2. GENERAL SCOPE OF WORK DESCRIPTION 2:1.) System Specifications: The 4,230 DC Watt PV system will consist of eighteen (18) Sharp NU 235 F3 watt photovoltaic modules mounted to the south facing roof. The photovoltaic modules will be mounted to the roof using Unirac mounting system. All roof penetrations will either meet or exceed the local'building requirements. In addition the system will consist of one (1) UL listed Solectria PVI 4000 power inverter to be installed adjacent to the main electrical panel in Basement along with a revenue grade meter. The AC disconnect will be located on the exterior_of the house, with all appropriate signage posted as required by the utility. This system will connect to the electrical grid via the grid tie inverter. This system will not include a battery back up system, meaning the system will not produce power in the event of a power outage. i i• THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR (`IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY, OR FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL AND INCIDENTAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND FEDERAL LAW. 8.5 PERMITTING Contractor agrees to apply for and secure the necessary local building and electrical permits required to perform this work. All work performed will be done in compliance with the requirements of the local officials. 9. ENTIRE AGREEMENT SEVERABILITY AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect. Any future modification of this Contract must be made in writing and executed, by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. // y at�► o Date Jason Stoots for E2 Solar Inc, Contractor Date Arthur Perry C,S2-00-(eg Photovoltaic Contract Page 8 of 8 E2 Solar Inc..Contractor Arthur Peny.Owner 4 0 u- z 0 Q ~ O F } � 1,00 z Ixwo c� W Q (18) PROPOSED SHARP o -i 235 WATT PV MODULES_ o = S FLUSH MOUNTED (18) PROPOSED SHARP 235 WATT PV MODULES, FLUSH m WQ M OU 2X1O RAFTERS-16"OCL MOUNTED TITLE: 4.23 KW PV ARRAY 3 PARTIAL EAST ELEVATION i PARTIAL SOUTH ELEVATION E E v Wes_ 8, 8 l E odK= n u 04 W co�o�oM�� . 0)N h ] N 2Zmn m (D UZNn a 2S N}O O N 2 x - — — — — — — — — — — — — — — — — — — — — — — — — GENERAL NOTES: 1. PANELS ARE ATTACHED TO EXT'G ROOF STRUCTURE WITH 16" (18) PROPOSED SHARP 235 X 5"SST HEX LAGS,48"OC.TYP. WATT PV MODULES, FLUSH 2. ALL RAIL AND MOUNTINGS ARE MOUNTED RATED FOR 125 MPH WIND LATERAL LOADS 3. EXISTING ROOF FRAMING CONSISTS OF 2X10s 16"OC II oats: o,.z,.,, Sheet: 2 PARTIAL ROOF PLAN A- 1 CC TOWN OF BARNSTABLE BUILDING PERMIT APPLIC?iTI (/ WW q6 S_ Map 0 5 Parcel ®® ?) Application # Health Divisio Date Issued 1-WD Conservation Division Application Fee " 7 Z S - Planning Dept. Permit Fee S 3 " Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address .5' L i'tt I e. 'i vta, Ron d Village �oTuy Owner vda Address © i���1rS� , tL, R6ad [fir#{, Aq o Telephone S0% 42 0 301 - S37 - S ZI AD zo is Permit Request ,•fr c N l>�W Square feet: 1 st floor: existing proposed 00 2nd floor: existing proposed Total,new IS o Zoning District Flood Plain R , C Groundwater Overlay AV,ICD �- Project Valuation 00,000 Construction Type_ '* ' -11 Lot Size C2 2 y Z;Q Z 5_5 Grandfathered: ❑Yes ❑ No If yes, attach supporting do umentation. Dwelling Type: Single Family, X Two Family ❑ Multi-Family (# units) c Age of Existing Structure i S90 Historic House_ A Yes ❑ No On Old King's Highway: DYes rI4 No NJ Basement Type: `M Full X Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area (sq.ft) © Number of Baths: Full: existing new —3 Half: existing new- Number of Bedrooms: existing w Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Ur Gas ❑Oil ❑ Electric ❑ Other Central Air: IKYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ,WNo 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 )kNo If yes, site plan review # Current Use AS. huie Il�g Proposed Use P,e S hwe-thN C APPLICANT INFORMATION r (BUILDER OR HOMEOWNER) Name iZbjj&Ln \J. 0e,1 cl Telephone Number 'SOS y i% 4400 Address 'Pa . box I J q 0 License # C 051E21�lk1e MA 02i i,5 Home Improvement Contractor# Worker's Compensation #WC 131]&33q 77 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE �'��3�b i C FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE f OWNER r . DATE OF INSPECTION: FOUNDATION ��'7 ® d.�'lQ�C'fll4� l'0 D� 4KKZZ- � FRAME akllg ��3</iaxi— - ,wtllex) 7 glc,f?* OK ?�3�aoRItcc,� INSULATION 63<AJScI� ® a�r.62►s� /�f �� � � FIREPLACE &4/104 5%l4�oR ELECTRICAL: ROUGH _ FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING o DATE CLOSED OUT ASSOCIATION PLAN NO. ' f I'- Thermo4r -,ea -DProduct Specification, �.� =Q STM E413 STC Sound Transmission Class 38 ASTM E 90 S, r s ers Air Permeance/Air Barrier Hz.Freq. 125 250 500 1000 2000 4000 ThermoSeal 500 fills any shape cavity Trans.Loss 18 29 34 45 46 49 9'hermosealr$00 including all voids,cracks,and crevices Product Specification adhering to multiple substrates such as wood;metal,and concrete creating a ASTM C 423 `system with very little air permeance.With NRC Noise Reduction Coefficient=.75 Product Name ThermoSeal 500 no additional interior or Hz.Freq. 125 250 500,1000 2000 4000 ThermoSeal 500 is the registered trademark exterior air infiltration protection is Absorption.23 .52 .87 .71 .77 .75 of SprayFoamPolymers.com for its .51b required. • light density,open cell foam insulation. Actual performance will likely be superior ASTM E283 Air Leakage to the above results based on ThermoSeal's Product Description - .00015 ft'/s.ft'@ 75Pa(25mph wind) ability to control air permeation. ThermoSeal 500 is a semi-rigid,totally water blown,.51b light density polyurethane Sustained Wind Load Burn Characteristics foam insulation system which 60 minutes@1000 Pa(90mph wind) ThermoSeal 500 is a Class I insulation and simultaneously insulates and air-seals your No Damage shall be separated from its inhabitants by a building structure. ThermoSeal 500 is 15 minute approved thermal barrier. t designed to make homes more energy Gust Wind Load Test ThermoSeal 500 shows less flame efficient,quieter,healthier and more ' @3000 Pa(160 mph wind) propagation than some Kraft faced comfortable.ThermoSeal 500 is applied as No Damage fiberglass insulation and may be left a liquid spray which expands approximately exposed in attics and crawl spaces. 100 times its initial mass and cures within 'ThermoSeal 500 might be consumed by seconds into a semi-rigid mass.ThermoSeal Water Vapor Permeance flame but will not sustain flame upon 500 fills all building cavities completely ThermoSeal 500 is water vapor permeable removal of the flame source.ThermoSeal , sealing all cracks,crevices,and voids and will allow structural.moisture to escape. 500 will not melt or drip.ThermoSeal 500 where.air loss and infiltration are most For situations requiring a vapor barrier the must be installed in accordance with all common. If needed,excess material is use of low vapor permeable paint on the applicable building. easily trimmed off leaving a surface ready interior of drywall is an option. for drywall. ASTM E84 Surface Burning Properties Water Vapor Transmission Properties: Flame Spread @ 6" . <=25 Smoke Developed @ 6',, <=250 Technical Data ASTM E96 data Class 1 rating Thermal Performance 5.51perms @ 3.5" none' i- Fuel Contribution Thermal resistance R/in. ASTM 2863 Oxygen Index 25% ASTM C518: R3.83hr.W OFBTU Water Absorption ThermoSeal 500 is water repellent,will not Compressive and Tensile Strength Average insulation contribution in stud wick,and does not exhibit capillary wall: properties.Water may be forced into the ThermoSeal 500 has favorable compressive 2"x4"=R15 2"x6"=R23 foam under pressure because of its open and Tensile strength properties for light cell structure,and will self drain by gravity density foam. ThermoSeal 500 provides greater R value rather than travel horizontally or vertically performance than other equivalent R value as in closed celled foams.Once the foam ASTM D1623 Tensile Strength 4.3 psi insulation materials which are air has dried its thermal performance is at full ASTM D1621 Compressive Strength 5.lpsi permeable such as fiberglass.ThermoSeal performance. 500 does not lose R value due to wind, men Cell COnterit ageing,convection,air infiltration or Acoustical Properties ThermosSeal 500 is considered an open cell moisture.An R value fact sheet is available Performance in a 2"x 6"wood stud wall. foam insulation: upon request. E84,E96,E283 tests results were conducted by Intertek a 3td party testing laboratory. DISCLAIMER:Information contained herein is,true and accurate,but all ; recommendations or suggestions are made without guarantee.Spray Foam Polymers,LLC(SFP)products are intended for sale to industrial and commercial customers.Since SFP exercises. no control over its customers appreciation or use of the product manufactured by SFP and since materials used with the products may vary,it is understood that SFP can warrant only that our products will meet our written specifications.Nothing herein shall constitute any warranty of merchantability or fitness,nor is protection from any law or patent to be inferred.Our products must be installed in accordance with all applicable building codes and a building inspector's approval should be requested prior to installation.All patent rights are reserved.SFP requests that t customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the furnishing of the material. .:: ThermoSeai$oO—Product Specification ASTM D2856 >=90% heat emitting surfaces where heat dissipated _P' odu�t Stora?e exceeds 185°F. Component A-550 Ibs of Isocynate stored Viscosity & Weights f' in a a 55 gallon container outlined above. ASTM D2196 Viscosity Suggested'Preparation&Agitation Component`A' must be protected from °C 250t20 ThermoSeal 500 will perform best when freezing or deemed useless. A Side ISO @ 25 B Side Resin @ 350±20 gradually climate controlled to 77°F the night before application.30 minutes of Component B-500 Ibs of ThermoSeal 500 ASTM D1475 Weight/Gallon medium agitation before use and light proprietary formulated resin Component A Side ISO @ 77°F 10.2lbs agitation during use will result in best `B' must be stored between 50°F and 90°F B Side Resin @ 77°F 9.81bs results and highest yield.Recirculation of 'never exceeding either extreme.Component ThermoSeal 500 to rapidly heat the product `B' separates during storage and must be Mixing Ratio By Volume is not is not suggested and may result in a thoroughly mixed before use. decrease in catalyst count and product ThermoSeal 500 is a standard 1:1 mix ratio can produce yield.We suggest starting with a _ Both components temperatures should be a product. Slightly off foam temperature of 125°F and a working `t 75°F prior to mixing and use. slightly heavier odor do r characteristics.Typically a heavier A ratio pressure of 1000 psi. _WARRANTY will produce a crunchier foam result,and a When installed properly be a Spray Foam heavier B Side ratio will produce a spongier Product Availability Polymers authorized representative who has result. Contact Spray Foam Polymers at completed all training offered.by SFP,SFP warrants that the product will meet all Electrical Wiring1.800.853.1577 for sales and availability product specifications outlined in this ThermoSeal 500 is chemically compatible options. specification document.. „ with all 14/3, 12/2 and other similarly coated electrical wirings.For knob and tube Packaging wiring please seek the approval of your Products are shipped in 55 gallon open top 4 local building inspector. steel drums.At the customers request the products may be shipped in 55 gallons open top semi-clear plastic resin drums. Bacterial and Fungal Evaluation : " .• . ThermoSeal 500 is not a source of food for mold,insects or rodents.It has no nutritional value.ThermoSeal 500 reduces the introduction of moisture,food,and mold spores into the building envelope significantly more than traditional insulation such as fiberglass,cellulose and other non-sealants which do not provide an air barrier. Environment/Health/ Safety µ" ThermoSeal 500 contains no CFC's HCFC's,formaldehyde,or volatile organic compounds.Following installation there will be a 24-48 hour occupancy window s gIS. before the odors,emissions and gasses have dissipated to a habitable level for " , PO Box 1182 - individuals highly sensitive to the materials New Canaan,CT.06840 installed: Phone&Fax: 800.853.1577 http:///www.SprayFoamPolymers.com ThermoSeal 500 is not intended for'exterior _ use or is not to b e installed within 2"of, rcontrol E283 tests iesults were conducted by Intertek a 3`d party testing laboratory. DISCLAIMER:Information contained herein is,true and accurate; exercises but all ations or suggestions are made*without guarantee.Spray Foam Polymers,LLC(SFP)products are intended for sale to industriitlis unde and rs ood that SFP can waercial customers. 'tran nceSoPy that our ver its customers appreciation or use of the product manufactured by SFP and since materials used with the products may vary, ll mee'n accordance with atll applic ble bru dingodes ng herein and a building constitute mspecto approanty of val should be hantability requested prior fo fitness,nor is r ntstallation.Alection from lnpatent rights arey law or patent treserved.SPOreqeststhat allespect and test our products before use,acid satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no lting in any manner from the furnishing of the material. event shall SFP be liable for any consequential,incidental,indirect,or special damages resu x Telephone:508/563-604 COLONY INSULATION. INC. 28 Jonathan Bourno Drive'Pocasset, MA 02559 ;. OPEN—CELL FOAM INSULATION SPEC SHEET 's CONTRACTOR:liGndd d/ JOB SITE ADDRESS: 1'+#16 2110,e1 DATE: y AREA THICKNESS R-VALUE 2nd FI Flat Ceiling IL Cathedral Ceiling ii 3 V Garage Ceiling Basement Ceiling Slopes z Exterior W all 19 Garage Hse. W all W alkout W all Cathedral Wall B lockers Overhang S tair/R isers All R-values and thickness measurements are deemed to be accurate by the following installers: 6- Sean Weir TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM Town r own Of Barpstable Regulatory SMdces t xsresr Thomas F. Geiler,Director jXRBuiXding Division ssioner Thomas Perry, CBO,Building Coxn-mi 200 Main.Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 F Office( 508-862-4038 PLAN REV�W Map/Parcel: ass 0D3 Project Address 35-Iii%E�W60- k Builder: GT The following itexxas.were noted. on reviewing: ,Q o r 51-re / GH'N — §0� �FNGE' #Nh ooi- �e�t�tr �°il T�q-IGE� Mawr Aie-r Lc b Q�L= of 6-Fi4�L DK/ .. . Reviewed by: Date: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ° Please Print LeLyibly Name(Business/Organization/Individual): k e u4a ANd Nt- Address: •Cj , `��X +��� . City/State/Zip:0S-rEgy,LL4 MA, 026615 Phone.#: Sib Are you an employer? Check the appropriate box: Type of project(required): 1.XI am a employer with 4. am a general contractor and I employees(full and/orpart-time).* have hired the sub-contractors 6. New construction ..2.❑ I am'a sole proprietor or parh]er-- listed on the attached sheet. T. ❑Remodeling ship and have no employees These sub-contractors have g. kDemolition workingfor me in an capacity. employees and have workers' Y P ty � 9. ❑Building addition [No workers' comp. insurance comp.insurance. 10. Electrical repairs or additions required.] 5. We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp. insurance required.] "Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors 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. i Insurance Company Name: Ug"L T j 5. Policy#or Self-ins. Lic.#: �� �1` '?]L�!) Expiration Date: Job Site Address: 3S' Li ni,c Qk,M® Zopmi City/State/Zip: Q. � jp �OA,�, 0:6 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). iw Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 1 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 l' 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 WA for insurance coverage verification. Ido hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct Si Date: 2t. Phone#: �17 -q 29 Official use only. Do not write in this area,to be completed by city or town offtcial .City or Town: Permit/License# Issuing use (circle one): L6. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector Other ntact Person: Phone#: Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute, an employee is defined as"...every person in.the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract 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-con6actor(s)name(s),.address(es)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' e Department at the number listed below. Self-insured . compensation policy,please call the p companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each e or citizen is obtaining a license or permit not related io any business or commercial venture year. Where a home owner g (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, 600 Washington Street Boston, MA 02111 Tet. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-72777749 Revised 11-22-06 www.mass.gov/dia . DIME rqs Town of Barnstable Regulatory Services iF 4 �� LFF Thomas F.Geiler,Director g',,rfn 39.,A Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize �� ;dau a�a 4,?eiei. ��-tn,���e� to act on my behalf, in all matters relative to work authorized by this building permit application for: 35 L 1Ta-E 9- R-0,at) (Address of Job) A/W"ignature of er Date Print Name If Property Owner-is applying for permit please complete the Homeowners.License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION Town of Barnstable 0p THE Tp� o Regulatory Services JIMMSTABLE Thomas F. Geiler,Director v HAS& q,A s639. IN Building Division TEp�'l Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by . several towns. You may care t amend and adopt such a form/certification for use in your community. Q AWPFILES\FORMS\homeexempt.DOC Dec, 9. 2009 3; 57PM N s t a r No, 2742 P. 2 9AWTAR One NSTAR way TOWN OF BARNSTABLE EL EC TR/C Westwood,Massachusetts 02090 GAS 2ova ��� -$ A�� s- 35 . December 9, 2009 w DIVISION Arthur Perry 5310 Portsmouth Road , Bethesda, MD 20816 RE: 35 Little River Road, Cotuit, Ma Dear Mr. Perry: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that,,as of December 9, 2009, the electric service to 35 Little River Rd, Cotuit, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-3341. F Si er y inda Tavar s New Customer Connects g JAN-04-2010 16:42 NationalGrid, w P.01i01 'TOWN,'OF BARNSTq national ri x zl7« B`� d JAB! g QM - 35 y DIVI`O January 7, 2010 { Attn: Ron @ Kendall & Welch Construction RE: 35 Little River rd Cotuit Ma - This letter is to notify you that the gas service located at 35 Little River rd C_otuit;Ma was cut&capped at the gate box on 01-06-2010 If you have any questions, please feel free to contact me @ 781-907-2918 Thank you, Patty Santisi ... Customer Driven Construction National Grid 40 Sylvan Road Waltham, Ma 02451 781-907-2918 781-522-1056-fax# i - TOTAL P..01. i Perry House Cotuit, MA ; 1 FB-2 Reaction#1 = 718.33 Ibs Reaction#2=2,271.67 Ibs P1 Left Cantilever= 0.00 ft Span = 12.00 ft Rignt Cantilever= 0.00 ft R1 R2' Point Loads: P1= 1,695.000635.00D Ibs at 10.00 ft Uniform Loads: W 1=40.0005.00D plf from 0.00 ft to 12.00 ft r Max. Moment=4,433.33 ft-Ibs at 10.00 ft Max. Shear=2,271.67 Ibs at 12.00 ft Live Def'n =7.02E+07/EI in. Total Def'n=9.65E+07/EI in. .......... Size Bending Stress, Shear Stress Live Def'n Total Def'n (2)1.75x9.5 LVL 1,010.53 psi 100.52 psi 0.14 in. 0.19 in. 1 .) Total Deflection limited to U 360 . 2 .) Live Deflection limited to U 480 . ' 3 .) Continuous lateral support required. y 4 .) Load Duration Factor of 1.00 used for wood members. 5 .) Normal use conditions assumed for wood members. Perry House Cotuit, MA 1 FB-1 Reaction#1 = 1,876.88 Ibs Reaction#2=2,158.13 Ibs P1 Left.Cantilever=" 0.00 ft Span 12.00 ft Rignt Cantilever= 0.00 ft R1 R2 Point Loads: . a P1=2,250.00U1,125.00D Ibs at 6.50 ft Uniform Loads: W 1=40.00015.00D pif from 0.00 ft to 12.00 ft Max. Moment= 11,037.81.ft-Ibs at 6.50 ft Max. Shear=2,158.12 Ibs at 12.00 ft Live Def'n = 1.57E+08/EI in. Total Def'n =2.34E+08/EI in. y Size Bending Stress Shear Stress Live Def'n Total Def'n (3)1.75x9.5 LVL 1,677.29 psi 63.60 psi 0.21 in. 0.31 in. 1 .) Total Deflection limited to U 360 2 .) Live Deflection limited to U 480 _ 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. g 5 .) Normal use conditions assumed for wood members. `'• Assessors Ref.: Flood Zone:Zone 8, C, A13(EL12') Map 053, Parcel 003 Community Panel No. Zone: #250001 0018 D July 2, 1992 RF-1 Area (min.) 87,120 SF (RPOD) Overlay District: � Frontage (min) 150' Width (min) no AP — Aquifer Protection District Setbacks: Front 30' Side 15' Rear 15' 1 � I _ A1 I FEMA A1l(EUl) Scott Horsley 911:i ( nd S)OS�Sa, \ ' i \ 6' CB/DH E — 66. mFd ;Q0&, Fnd S 8432't5'E �O1 S�2p4. /Ohn i ' \ , 62,480f SF(To t al) �� �f r�9e f ;04r SB/DH to Fnd (y co � e C o SB/DH ` i 1--67t'\ �� oor�on nd NZ i• Iv ew\Concre \ 0 H� Found tion \ fl I 31.0' 05 Wetland Resource Line W � As Flogged By I well P 1 ! o z Don Scholl Pit c) o 0212008 ® Q) 1 VJ \ 3 -- o I FEMA Zone Lines were I •� ,,,�` a ° digitized from FIRM Panel # 250001 0018 D o SB/DH nd CD \. ! C yv FEMA73(EL12 \ N SB/DH #22 Fnd \ eOrnsto H/F • fir, �0 ble Cond Trust \ CBd H �M o�m4s \ .6 I certify that the foundation shown h..ereon -conforms to -- � Br�Dd CBnd , RICHARD R the setback requirements of L'HEUREUX the Zoning Bylaws of the PLOT PLAN 'O NO. 34312, o town of Barnstable. 35LittleRiverRoad o _ a oar"�a131 BARNSTABLE LAN (Cotuit) NOTES: MASS, DATE: 05IFEB12010 SCALE: 1"=50' 1.) The structures shown were located on the ground 0 25 50 75 100FEET by conventional survey methods on (or between) 12/MAR/08 and 05/FEB/10. PREPARED FOR: 2.) The property line information shown hereon was Arthur Perry compiled from available record information. 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description .purposes. 7 Parker Road Osterville MA 02655 DWG #. C428_4gl FIELD BY. RRL/MLL/DWG (508) 420-3994 / 420-3995fox UViN O GRAHolp 5 . t f +S V I�t+uS3nuaH.j p . � I Perry House ~ Cotuit, MA 1 FB-3 Reaction#1 =2,834.58 Ibs Reaction#2=2,615.42 Ibs P1 P2 Left Cantilever= 0.00 ft ,I Span = 12.00 ft Rignt Cantilever= 0.00 ft R1 R2 Point Loads: P1= 1,135.06L/565.00D ibs at 2.50 ft P2=2,060.0001,030.00D Ibs at 7.50 ft . Uniform Loads: W 1=40.00015.00D plf from 0.00 ft to 12.00 ft * : . Max. Moment= 11,212.50 ft-Ibs at 7.50 ft Max. Shear=2,834.'58 Ibs at 0.00 ft . { - Live Def'n = 1.77E+08/EI in. Total Def'n=2.64E+08/EI in. Size Bending Stress Shear Stress Live Def'n Total Def'n (3)1.75x9.5 LVL 1,703.84 psi- 83.94 psi 0.24 in. 0.35 in. 1 .) Total Deflection limited to U 360 . 2 .) Live Deflection limited to U 480 . t 3 .) Continuous lateral support'required. 4 .) Load Duration Factor of 1.00 used for wood members. 5 .) Normal use conditions assumed for wood members. Perry House Cotuit, MA 1 FB-4 Reaction#1 =2,685.00 Ibs Reaction#2=A255.00 ibs P1 Left Cantilever= 0.00 ft Span = 12.00 ft Rignt Cantilever= 0.00 ft R1 R2 Point Loads: P1=4,185.0002,095.00D Ibs at 7.50 ft ' Uniform Loads: W1=40.00015.00D plf from 0.00 ft to`12.00 ft Max. Moment= 18,590.62 ft-Ibs at 7.50 ft Max.Shear=4,255.00 Ibs at 12.00 ft . Live Def'n =2.58E+08/EI in. Total Def'n=3.85E+08/EI in. Size Bending Stress Shear Stress Live Def'n Total Def'n} (4)1.75x9.5 LVL 2,1^18.76 psi 95.00 psi 0.26 in. 0.38 in. 1 .) Total Deflection limited to U 360 . , 2 .) Live Deflection limited to U 480 . 3 .) Continuous lateral support required: 4 .) Load Duration Factor of 1.00 used for wood members. 5 .) Normal use conditions assumed for wood members. *' Perry House Cotuit, MA t . 1 FB-5 Reaction#1 =3,840.00 Ibs Reaction#2=4,920.00lbs . P1. Left Cantilever= 0.00 ft Span = 1.0.00 ft Rignt Cantilever= 0.00 ft R1 R2 Point Loads: Piy 1,440.00L/720.00D Ibs at 7.50 ft Uniform Loads: W 1=480.00U180.00D plf from 0.00 ft to 10.00 ft- Max. Moment= 11,170.91 ft-Ibs at5.82 ft . Max. Shear=4,920.00 lbs at 10.00 ft Live Def'n = 1.44E+08/El in. . Total Def'n =°2.02E+08/EI in. Size Bending Stress Shear Stress Live Def'n, Total Def'n (3)1.75x9:5 LVL 1,697.52 psi 132.29 psi. 0.19 in. 0.27 in. 1 .) Total Deflection limited to U 360 2 .) Live Deflection limited to U 480 . 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.00 used for wood members. 5 .) Normal use conditions assumed for wood members. s Perry House - Cotuit, MA 1 FB-6 Reaction#1 =9,178.25 lb s Reaction#2=6,561.75 Ibs P1 P2 Left Cantilever 0.00 ft Span = 10.00 ft ` Rignt Cantilever= 0.00 ft R1 R2 Point Loads: P1= 1,515.000755.00D Ibs at 0.75 ft s P2=4,580.00U2,290.00D Ibs at 4.50 ft Uniform Loads: W 1=480.000180.00D pif from 0.00 ft to 10.00 ft Max. Moment=26,107.12 ft-Ibs at 4.50 ft. Max. Shear=9,178.25 Ibs at 0.00 ft 'Live Def'n =2.83E+08/EI in. -Total Def'n=4.11 E+08/EI in. Size Bending Stress Shear Stress.r Live Def'n -Total Def'n (3)1.75x11.875 LVL 2,539.02 psi 150.49 psi 0.19 in. 0.28 in. 1 .)Total Deflection limited to 360 2 .) Live Deflection limited to U 480 . 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. ` 5 .) Normal use conditions assumed for wood members. , I Perry House Cotuit, MA 1 FB-9 Reaction#1 5,742.50 Ibs Reaction#2= 882.50 Ibs P1 Left Cantilever= 0.00 ft a Span = 10.00 ft Rignt Cantilever= 0.00 ft R1 R2 Point Loads: a P1=4,050.0002,025.00D Ibs at 1.00 ft Uniform Loads: W1=40.00015.00D plf from 0.00 ft to 10.00 ft Max. Moment=5,715.00 ft-Ibs at.1.00 ft Max. Shear� ='5,742.50 Ibs at 0.00 ft IIII �I � I� �I � I � I � I Live in. Total Def'n =7.84E+07/EI in. Size Bending Stress Shear Stress Live Def'n Total Def'n (3)1.75x9.5 LVL 868.44 psi .171.40 psi 0.07 in. 0.10 in. 1 .)Total Deflection limited to U 360 . - 2 .) Live Deflection limited to U 480 . 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members, Perry House Cotuit, MA F 2HD-5 { Reaction 41' = 1,732.50 Ibs c Reaction#2= 1,732.50 Ibs P1 Left Cantilever= 0.00 ft 4 Span= 3.50 ft Rignt Cantilever=0.00 ft R1 R2 Point Loads: F P1=2,030.0001,015.00D Ibs at 1.75 ft t Uniform Loads: 01=60.00060.00D plf from 0.00 ft to 150 ft' Max. Moment=2,848.12 ft-Ibs at 1.75 ft r Max. Shear= 1,732.50 Ibs at 3.50 ft Live Def'n =3.33E+06/EI in. Total Def'n =5.10E+06/EI in. . k Size Bending Stress Shear Stress Live DOW Total Def'n rt (3)2x8 S.P.F.#1/#2 866.97 psi 76.34 psi 0.02 in. 0.03 in. - 1 .)Total Deflection limited to U 240 . . 2 .) Live Deflection limited to U 360 . 3 .) Continuous lateral support required. . 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. t I 1 k Perry House . Cotuit, MA RB-7 Reaction#1 = 731.67 Ibs - Reaction#2= 1,548.33 Ibs 131 Left Cantilever 0.00 ft :I Span = 9.00 ft Rignt Cantilever=0.00 ft R1 R2 Point Loads: P1=980.000490.00D Ibs at 7.00 ft Uniform Loads: W 1=60.00L/30.00D plf from 0.00 ft to 9.00 ft ' h t - Max. Moment=2,916.67 ft-Ibs at 7.00 ft 'Max. Shear= 1,548.33 Ibs at 9.00 ft Live Def'n =2.51 E+07/EI in. Total Def'n=3.76E+07/EI in. ....... . Size Bending Stress Shear Stress Live Def'n Total Def'n (2)2x10 S.P.F.#1/#2 818.12 psi 79.95 psi 0.09 in. 0.14 in. 1 .) Total Deflection limited to U 240`. 2 .) Live Deflection limited to U 360.. - 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members.m 5 .) Normal use conditions assumed for wood members. Perry House Cotuit, MA RB-8 Reaction#1 =495.00 Ibs Reaction#2=`720.00 Ibs P1 Left Cantilever= 0.00 ft Span= 9.00 ft Rignt Cantilever=0.00 ft R1 R2 - Point Loads: -P1=270.000135.00D Ibs at 7.00 ft Uniform Loads: W 1=60.00030.00D plf from 0.00 ft to 9.00 ft ` Max. Moment= 1,361.25 ft-Ibs at 5.50 ft Max. Shear=720.00 Ibs at 9.00 ft Live Def'n = 1.33E+07/EI in. Total Def'n = 1.99E+07/El in. Size Bending Stress Shear Stress Live Def'n Total Def'n 2x10 S.P.F.#1/#2 763.65 psi 10.35 psi 0.10 in. 0.14 in. k 1 .)Total Deflection limited to U 240 . 2 .) Live Deflection limited to U 360 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. f i Perry House Cotuit, MA R B-14 Reaction#1 = 1,191'.00 Ibs Reaction#2= 944.00 Ibs 131 Left Cantilever 0.00 ft Span = 10.00 ft Rignt Cantilever= 0.00 ft R1 R2 Point Loads: P1=765.000470.00D lbs at 4.00 ft Uniform Loads: W1=60.00030.00D plf from,0.00 ft to 10 00 ft. Max.'Moment=4,044.00 ft-Ibs at 4.00 ft Max. Shear= 1,191.00 Ibs at 0.00 ft Live Def'n =3.96E+07/El in. - Total Def'n =6.24E+07/El in. Y Size Bending Stress Shear Stress Live Def'n ' Total Def'n , (2)1.75x9.5 LVL 921.78 psi 50.52 psi 0.08 in. Al2 in. (3)2x10 S.P.F.#1/#2 756.22 psi 40.42 psi 0.10 in. 0.15 in. 1 .)Total Deflection limited to U 240 ` 2 .) Live Deflection limited to U 360 . 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members: k 5 .) Normal use conditions assumed for wood members. ' r i Perry House Cotuit, MA RJ-2 Reaction#1 = 0.00 lbs Reaction#2=360.00 Ibs Left Cantilever= 0.00 ft Span = 2.00 ft Rignt Cantilever'=2.00 ft R1 R2 Uniform Loads: W 1=60.00030:OOD plf from 0.00 ft to 4.00 ft Max. Moment= 180.00 ft-Ibs at 2.00 ft Max. Shear'= 180.00 Ibs at 2.00 ft . Live Def'n =3.26E+0414.15E+05/EI in. Total Def'n =4.89E+0416.22E+05/EI in. Size Bending Stress Shear Stress Live Def'n Total Def'n 2x4 S.P.F.#1/#2 705.31 psi 43.97 psi 10.0010.06 in. 10.0110.08 in. 2x6 S.P.F.#1/#2 285.62 psi 25.20 psi 10.0010.01 in. 10.0010.02 in. 1 .)Total Deflection limited to U 240 . (U 120 at cantilever) 2 .) Live Deflection limited to U 360 . (U 180 at cantilever) 3 .) Continuous lateral support required. T 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. Perry House Cotuit, MA s - RJ-8 Reaction'#1 = 0.00 Ibs Reaction#2=630.00 Ibs Left Cantilever= 0.00 ft Span = 3.50 ft Rignt Cantilever=3.50 ft R1 R2 Uniform Loads: W1=60.00030.00D plf from 0.00 ft to 7.00 ft Max. Moment=551.25 ft-Ibs at 3.50 ft •Max. Shear=315.00 Ibs at 3.50 ft Live Def'n =3.06E+0513.89E+06/EI in. Total Def'n =4.59E+0515.83E+06/EI in. Size Bending:Stress Shear Stress Live Def'n Total Def'n (2)2x4 S.P.F.#1/#2 1,080.00 psi. 41.27 psi f0.021026 in. .10.0310.39 in. 1 .) Total Deflection limited to U 240 . (U 45 at cantilever) 2 .) Live Deflection limited to U 360 . (U 90 at cantilever) 3 .) Continuous lateral support required. w 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. ,t - Perry House Cotuit, MA 1 H D-4 Reaction#1 1,800.00 Ibs Reaction#2 1,800.00 Ibs P1 Left Cantilever= 0.00 ft Span = 2.50 ft Rignt Cantilever=0.00 ft R1 R2 Point Loads: 4 P1=2,250.0001,125.00D Ibs at 1.25 ft Uniform Loads: W 1=30.00060.00D plf from 0.00 ft to 2.50 ft Max. Moment=2,179.69 ft-Ibs at 1.25 ft. Max. Shear= 1,800.00 Ibs at 2.50 ft Live Def'n = 1.29E+06/EI in. Total Def'n 1,97E+06/El in: Size Bending Stress Shear Stress Live DeN , Total Def'n (3)2x8 S.P.F. #1/#2 663.50 psi 80.28 psi 0.01 in, r 0.01 in. 1 .) Total Deflection limited to U 240 . 2 .) Live Deflection limited to U 360 . 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. 1 f Perry House Cotuit, MA 1 HD-5 Reaction#1 = 1,697.25 Ibs Reaction#2=3,087.75 lbs P1 Left Cantilever= 0.00 ft Span = 5.00 ft Rignt Cantilever=0.00 ft R1 R2 Point Loads: P1=3,090.0001,545.00D Ibs at 3.25 ft MffTMTMTMTW Uniform Loads: W1=O.00030.00D plf from 0.00 ft to 5.00 ft Max. Moment=5,357.63 ft-Ibs at 3.25 ft , Max. Shear=3,087.75 Ibs at 5.00 ft Live Def'n = 1.23E+07/EI in. Total Def'n = 1.89E+07/EI in. Size Bending Stress 'Shear Stress Live Def'n , - Total Def'n (2)1.75x9.5 LVL 1,221.21 psi 138.23 psi 0.02 in. 0.04 in. 1 .)Total Deflection limited to U 240 . . 2 .) Live Deflection limited to U 360 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. Y Perry House Cotuit, MA E 2FB-2 Reaction#1 = -957.34 Ibs t Reaction#2=2;249.84 Ibs P1 Left Cantilever= 0.00 ft Span = 4.00 ft . ° Rignt Cantilever=4.50 ft R1 R2 Point Loads: P1=600.000225.00D Ibs at 8.50 ft Uniform Loads: W1'=40.0005.00D plf from 0.00.ft to 8.50 ft Max. Moment=4,269.37 ft-Ibs at.4.00 ft Max. Shear= 1,177.34 Ibs at 4.00 ft Live Def'n =5.28E+0616.64E+07/EI in. Total Def'n =7.26E+0619.13E+07/EI in. Size Bending Stress Shear Stress Live Def'n Total Def'n (2)1.75x9.5 LVL 973.15 psi 51.15 psi 10.0110.13 in. 10.0110.18 in. 1 .)Total Deflection limited to U 240 . (U 120 at cantilever) 2 .) Live Deflection limited to U 360 . (U 180 at cantilever) 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. r r Perry House Cotuit, MA 2FB-6 ; Reaction.#1 =2,338.57 Ibs Reaction#2=3,901.43 Ibs P1 Left Cantilever= 0.00 ft o Span= 14.00 ft Rignt Cantilever= 0.00 ft R1 R2 : ` Point Loads: P1=3,645.000,825.00D.lbs at 9.00 ft .Uniform Loads: W 1=40.00L/15.00D plf.from 0.00 ft to 14.00 ft Max. Moment 18,819.64 ft-Ibs at 9.00 ft - Max. Shear=3,901.43 Ibs at 14.00 ft ' Live Def'n =3.57E+08/EI in. Total Def'n' 5.31 E+08/EI in.. Size Bending Stress Shear Stress Live Def'n Total Def'n (4)1.75x9.5 LVL 2,144.86.psi 87.02 psi 0.36 in. 0.53 in. k 1 .) Total Deflection limited to U 240'. 2 .) Live Deflection limited to U 360 . 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed forwood members. F • Perry House Cotuit, MA . 2FB-7 Reaction#1 =5,073.57 Ibs Reaction#2= 1,166.43 Ibs 131 Left Cantilever 0.00 ft , Span= 14.00 ft Rignt Cantilever= 0.00 ft R1 R2 Point Loads: P1=3,645.0001,825.00D Ibs at 2.00 ft Uniform Loads: W 1=40.00015.00D plf from 0.00 ft to 14.00 ft ' Max. Moment= 10,037.14 ft-Ibs at 2.00 ft Max. Shear=5,073.57 lbs at 0.00 ft " Live Def'n = 1.87E+08/EI in. Total Def'n.!---2.77E+08/EI in. Size Bending Stress Shear Stress Live Def'n `Total Def'n (3)1.75x9.5 LVL 1,525.23 psi 151.28 psi 0.25 in. - 0.37 in. 1 .) Total Deflection limited to U 240 2 .) Live Deflection limited to U 360 . 3 .) Continuous lateral support required. 4 .) Load Duration Factor of 1.15 used for wood members. 5 .) Normal use conditions assumed for wood members. . s MgP=09S21-0286 5S-0i-13 3=21 602284 i, ROBERT J. SMITH, JR. of Barnstable (Cotuit) , Barnstable County, Massachusetts, for consideration paid and in consideration of FOUR HUNDRED NINETY THOUSAND AND 00/100 ($490,000.00) DOLLARS grant to ARTHUR PERRY, JR. and JUDITH KOZLOWSKI, .husband and wife as Tenants by the Entirety, both of 5116 Brookview Drive, . Bethesda, MD 20816, with QUITCLAIM COVENANTS, two parcels of land together with the buildings and improvements thereon situated at 35 Little River Road in the Village of Cotuit, Town and County of Barnstable, Massachusetts and being more particularly bounded and described as follows; PARCEL I Northerly on land conveyed by Guy Lowell to William F. Bentinck-Smith by deed dated December 17, 1921 and recorded with Barnstable Deeds Book 381 Page 490, by four lines, measuring respectively one hundred one and 88/100 feet, forty and 8/100 feet, sixty-six 'and 41/100 feet, and seventy-one and 50/100 feet, as shown on a Plan of Land in Barnstable (Cotuit) ' dated October 18, 1921, by Henry F. Bryant, Engineer, filed in the -Land Registration Office as Plan No. 8516-A, a copy of which is filed in the Barnstable Registry District with Certificate of Title No. 560; Westerly on other land so conveyed to William ., F. 'Bentinck-Smith by two lines measuring respectively one hundred forty-one and 69/100 feet and one hundred twenty and 95/100 feet; Southerly on other land formerly of Mark A. DeWolfe Howe two hundred twenty-nine and 36/100 feet; and Easterly on a Town Way known as Little River Road and other land formerly of said Howe two hundred thirty, and 56/100 feet. PARCEL, II Noriheasterly `on" the Town Way leading from the end of said Little River Road to the Public .Landing in Cotuit Harbor one hundred twenty-seven and 28/100 feet; Northerly on the same fifty-two feet - more or less; Easterly on Cotuit Harbor ten feet more or less; Southerly on land formerly of Mark A. DeWolfe Howe by a line drawn parallel with and ten feet southerly from said northerly bound sixty feet more .or less; Southwesterly on ` the same by a line drawn parallel with and ten feet southwesterly from said northeasterly bound one hundred twenty-three and 34/100 feet; and Northwesterly on the same eleven-, and 47/100 feet. Or however otherwise said premises may be bounded. or described and be any or all of said measurements more or less. ALGER&SCMLLRIG ATTORNEYS AT LAW Said. two' parcels are a portion of the premises conveyed a"MAIN STREET to. Mark A. DeWolfe Howe by Henry Hixon Meyer., by, deed p•O•BOX 449 dated. April 7, 1927 and recorded with said Deeds Book 445,• 0STERVOLLE,MA Page 337., +and are both' shown and more particularly ' described '.' 02655-0448 _ SP+09s21-0287 95-01-13 30 #02284 in a certain plan entitled "Plan of Land in Cotuit in the Town of Barnstable" dated November 29, 1937, by T.H. Stegmaier, Civil Engineers, duly recorded in the Barnstable g Registry of Deeds in Plan Book 5,6 Page 71. Said premises are conveyed subject to a coastal wetland restriction in favor of the Commonwealth of Massachusetts recorded in Barnstable Deeds Book 3355 Page 2130, insofar as the same is now in 'force and ,applicable. r Said premises are conveyed together with the benefit of the restriction and resale agreement set forth in a deed from Robert J. Smith, Jr. to Cotuit Oyster Co. , Inc. dated February 9, 1983 recorded• in Barnstable Deeds Book 3671 Page F 269. For title 'see Probate of Estate of 'Lillian R. Smith (Barnstable Probate No. 52535 and see deed of. Donald R. Smith dated May 9, 1978 recorded in Barnstable Deeds Book 2703 Page 314 . WITNESS my hand and, seal this I?J day of a 1995. d LUX FQ- w 4 _ .., ROBERT J. SMITO JR. M x[=n V)x I o }Q. W00 w COMMONWEALTH OF MASSACHUSETTS F Barnstable, so. 4 Date: Then personally, appeared the 'above--named Robert J.. Smith, Jr.' and acknowledged the foregoing to be hiss free act and deed, before me ' I 11 NO RY PUBLIC 7V2 ®i M Commissi n 'E Tres IT 1,1x 13 45 �, 1 Cs 0 0. 0 0- 'BARN STABLE REGISTRY OF DEEDS r# ** 11'7�p 11 * COTUIT + Water C.' epar meet * FIRE DISTRICT vo 1926 9A� 4300 FALMOUTH ROAD, P.O. BOX 451 iucl COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 December 1, 2009 Mr. Arthur Perry 5310 Portsmouth Road Bethesda, MD 20816-2929 Dear Mr. Perry, The water has been turned off at the street and the meter has been disconnected at 35 Little River Road in Cotuit. Please contact us a couple of days before the demolition so we can meet with the contractor to remove water service materials from the site. Sincerely, Sheri Leavenworth Business Manager DIVISION 3 PERRY/KOZLOWSKI HOUSE CONCRETE COTUIT, MA SECTION 03010 - CONCRETE a CAST-IN-PLACE CONCRETE F CONCRETE FOOTINGS & PIERS: Concrete footings for walls and piers will be of sizes shown on plans. Wall footings will have keyway and continuous #4 reinforcing bars, number of bars as indicated on foundation details. Column.footings will have #4 reinforcing bars at 12" O.C. each direction'. Compressive strength of concrete will be 2,500 PSI or as required in the building code. ' Set footings on level, unfrozen base of undisturbed, or thoroughly compacted soil. Concrete piers at columns will be formed in shape and size as indicated with pre-fabricated "Bigfoot" or equal forms. Set tops at heights indicated_ Provide vertical reinforcing & custom post base as specified. Height of piers and placement of post bases are critical. Contractor . may choose to set up posts before pouring.piers to ensure accurate placement. CONCRETE WALLS: Walls will be poured in place concrete, 10" thick or as noted on the Drawings, with (2) #4 reinforcing bars horizontally at top of walls and other reinforcing noted on the'drawings. Provide openings, drops, haunches, sleeves, stone shelves, anchors and items as required for" the construction. Provide 1/2" dia. sill anchor bolts at X-07 O.C. and not more than 1 2" from corners. Foundation Insulation: See Div.7 Thermal & Moisture Protection CONCRETE SLABS: Compact fill materials as described in DIVISION 2, Compaction. Provide min. of 6 of 1" crushed stone under all new concrete floor slabs.. Provide 6 mil. polyethylene vapor barrier, under all'new slab areas. Slab concrete to be 3,000-psi mix and it shall be poured continuously in each slab area so there are no cold ! joints. Slabs to have smooth trowel finish: • 1 All slab areas to have 6x6 — 10/10 WWF reinforcing. CURING: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for.not less than 72 hours. END 30 DIVISION 4 PERRY/KOZLOWSKI HOUSE MASONRY COTUIT,MA SECTION 2516 — STONE STEPS ON COMPACTED STONE DUST BASE, STONE STEPS: .. Steps to be bluestone slabs 6" thick x 16" wide x full length as shown in drawings. Exposed edges/faces to be thermally finished. Stones are to be.evenly grained and uniformly colored. INSTALLATION: Base for steps is to be 12" thick min. bed of 1" crushed stone, compact to 97% dry density, w/ 3"to 6" thick stone dust laying bed. Compact sub grade to 97% max. dry density. Stone dust to be thoroughly wetted during compaction.` Notify architect to review layout before installation. END r 34 DIVISION 5 PERRY/KOZLOWSKI HOUSE METALS COTUIT,MA SECTION 05120 - STRUCTURAL STEEL d Codes and Standards: AISC "Code of Standard Practice for Steel Buildings and Bridges"; AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings" including "Commentary"; AWS "Structural Welding'Code"; comply with applicable provisions except as otherwise indicated. Provide the following commonly,available framing items as noted on drawings and any others required for the completion of the work. All exposed items to be galvanized,unless specified otherwise. Galt'. Sill Bolts— 1/2" x 12" T Lag Bolts —in sizes & material noted in the details Galy. Joist Hangers - Sizes as shown or required. Galy. Twist & Tie Straps - Sizes as shown or required. Galy. Hurricane Anchors/Clips Galy. Post Bases & Post.Tie-down Connectors Steel Beams - Sizes as indicated.Plain primed steel —not galvanized. High Strength Steel Posts- Sizes as indicated. Custom Stainless Steel Post'Bases Custom Stainless Steel Railings w/ SS Wire Custom Stainless Steel Beam Connectors. Custom Stainless Steel Chimney Cap See Sections, Framing Plans, Holdown Schedule and Exterior Details for Typical locations and types of connectors..' - A continuous load path capable of resisting wind uplift forces shall be provided from'the`roof structure to the foundation. Install so that all rafters are connected to wall framework and so that all porches and house (or garage) framework is positively and securely connected to the concrete foundations and piers. Touch-up prime paint after erection. Clean field welds,,bolted connections and abraded - areas, and apply same type paint as used in shop. STRUCTURAL NOTES: This project is located in Zone 2 and is designed to meet 110 mph wind loads and shear. A continuous load path capable of resisting wind uplift forces shall be: provided from the roof structure to the foundation. (See Div. 6 WOOD & PLASTICS) + Sill Anchors In new foundation walls provide 1/2" dia. x 12" length sill anchor bolts 4'-0" O.C. and not more than 12" from corners. Extend bolts a minimum of 7" into concrete. Nuts washers shall not be.counter sunk into first sill plate and shall , be exposed: Bolts shall be. high enough to allow full'engagement of nut. I DIVISION 5 PERRY/KOZLOWSKI HOUSE METALS COTUIT,MA Sheathing Apply exterior sheathing so it fully connects the box frame construction and provides continuous connection of building frame to foundation: Avoid horizontal'joints in sheathing within_12" of sill,second floor rim joist or second floor wall plate. Sheathing shall fully�lap'and connect to sill. (Alt. Provide approved galvanized steel connectors in lieu of lapped sheathing:connection.) Bottom of wall Use 2x6 sill plate and lap plywood a minimum of 16 onto stud. Use (4) 8d, nails into stud and 8d nails at`4";on center into sill plate. Stud to stud at floor levels Lap plywood a minimum of 16".onto the stud above and to the stud below at each floor level. Use (4) 8d nails into each stud and two rows at 4" on center into the rim board. Top plates to studs Use double top plate and lap plywood a.minimum of 16"onto stud.Use (4) 8d nails into stud and 8d nails at 4" on center into each top plate. f Fasteners Provide fasteners for structural members as required in 780 CMR Table 5602.3 of the Massachusetts State Building Code Th Edition or as specified . by the Engineer. 8d deformed nails shall be used for attaching plywood to framing as noted below. Block out webs solid at Wood I Joist and Steel Beams where hangers are installed. Roof sheathing shall be 5/8" plywood at main roof and fastened as follows: Use 8d nails at 6" o.c. along all plywood edges Use 8d nails at,12" o.c. at all intermediate members. When within 48" 6f shed end wall, use 4"o.c. for nailing plywood edges and 6"o.c. for intermediate members. Exterior_ wall sheathing x shall be 1/2" exterior plywood sheathing and be fastened as follows: Use 8d nails at 3" o.c. along all panel edges for all ext first floor walls. Use 8d nails at 12" o.c. at all intermediate members. Use structural adhesive to adhere plywood at all shear panel designations. Use Simpson hold-downs HD5A and HD8A as shown in the Windload Bracing Diagrams. Floor Joist Framing Provide bottom flange hanger with minimum capacity of 660 lbs. Rafter Tie-Downs Provide Simpson clips and tie downs. Double LVL-. Provide Simpson U210-2 hungers. Joist on Steel Beam Provide continuous 2x_ plate on top,of beam, connection with 1/2" dia thru bolts at 48" o.c. Post Caps Use Simpson CC Series Post Caps or equal. '* 36 DIVISION 5 PERRY/KOZLOWSKI HOUSE METALS COTUIT,MA Holdown Connectors Refer to Shear plans for Simpson holdowns & straps SPECIAL METALS Stainless Steel Railina: M a To be cold rolled ornamental grade SS handrail pipe, 1.315" outside diameter,.I A8" thickness, type 304 w/ #4, 180 grit, satin finish as supplied by Julius Blum: All joints to be welded and ground smooth. Fabricate with attachment,plates of same material and finish pipe rails. Railing Wire.' . 0 Wires/ connections to be 3/16" stainless steel wire Cable-Rail by Feeney. Assembly to have threaded terminal fitting pre-attached to one end with a field installed Quick Connect SS fitting for the other end. Provide SS dome style end caps and other parts required for a' Q complete installation. �qt�' �'QLeoSty� Stainless Steel Beam Connectors and Post Bases:, , �� f Fabricate using 1/4"thick, type,316 Stainless Steel_ plate w/ edges, corners and welds ground'\ ' ` smooth. Pre-drill connection holes as shown on the plans. Use Stainless Steel fasteners as shown. Finish to be 120 grit. Stainless Steel Chimn�-X Cap: Fabricate according to the`drawings using 'A" and 1/2"thick SS plate. All cut edges,carrier, and welds to be ground smooth. Finish to be 120 grit. - END ek 33 °F'HF'°w� Town of Barnstable P BARNSTABLE. _ - Regulatory.Services �ptM Building.Division FD Py s. ,' .. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice. Type r e of Inspection 2�� } n Locations Zi �c�� c�c� C T" Permit Number D'�TZ Owner toerr Builder One notice tdremain on job site;one notice on file in Building Department. The fol ing items:need correcting STL G ZS/ 7%C;OJ ? ��-2 � c ell- �zrF Fr4,1iucv- �xJ'- (•� �YS�'.,�5 /�C/s5�� ,L � .©Gc.�U.15 T O,�_ �p L?-S — `, � . e A c t2ts�5 ! tj 9' x Please call: 508-862 for re-inspection. -Inspected by Date DIVISION 6 PERRY/KOZLOWSKI HOUSE WOOD & PLASTICS COTUIT,MA SECTION 06100 ROUGH CARPENTRY The General Contractor will coordinate all framing with placement of electrical, mechanical r and plumbing items as noted on the plans and interior elevations. The Contractor will furnish all rough hardware, such as nails,bolts and hangers. STRUCTURAL NOTES: Wind Specifications Continuous Load Path I. Use Simpson LSTA24 ridge straps fastened to top of opposing rafters over all ridges. 2. Use Simpson H2.5A at each rafter to double top plate of wall connection. Use Simpson ABU series post bases (or equivalent fabricated base) at all exterior and screened porch posts.=.Use Simpson MSTC28 to fasten each face of structural ridge beams to face of supporting post. 3. Top plates to wall studs: Use double top,plate and lap plywood a minimum of 16" onto stud below. Use (4) 8d nails into stud and 8d nails at 4" on center into top plate. 4. Stud to stud at floor levels: Lap plywood a minimum of 16" onto the stud above and:to the stud below at each floor level. Use (4) 8d nails into each stud and two rows at 4" on center into the rim board. Alternate: Use Simpson CS20 with (5) 8d nails into upper and lower stud. 5._ Headers:_Use LSTA12 strap at each end and on each face of all door and window headers spanning more than 6-0".This includes continuous headers over ganged or multiple window or door units in a series. However, requirements only apply to ends of header and not intermediate supports. 6. Bottom of wall to foundation sill plate: Use pressure treated sill plate and lap plywood a minimum of 16" onto stud above. Use (4) 8d nails into stud and 8d nails at 4" on center into sill plate. 7. Anchor sill to foundation wall with 1/2" diameter anchor bolts at 48"on center. See shear wall drawing and schedule for additional shear wall foundation anchors and post anchorage for posts in exterior walls. Roof and Floor Sheathing 1. Roof sheathing shall be minimum 5/8"T&G plywood and fastened as follows: a. Use 8d nails at 6"on center along all plywood edges. b. Use 8d.nails at 12"on center at all intermediate members. c. When within 48" of a roof edge, use 8d nails at.:4"on center along,plywood edges and 6" on center at all intermediate members. 2. Floor sheathing shall be 3/4"T&G plywood glued and fastened as follows: a. Use 8d nails at 6" on center along all plywood edges. b. Use-8d nails at 12" on center at all intermediate members. Exterior Walls 1. All new exterior wall.studs shall be 2x6 S.P.F #2 or better studs at 16"on center. Use full height studs at all cathedral.ceiling spaces. 2. All exterior wall sheathing shall be 1/2" exterior plywood. See the attached shear wall drawing for location of specially designated shear panels,schedule for sheathing nailing,end anchorage, and other typical shear wall construction notes'. At all locations where a window occurs within a shear wall or an opening is less than 48"from a corner,cut plywood in`L' shapes around the door/window opening. Extend each leg of plywood a minimum of 16" beyond corner of opening. . 38 h DIVISION 6 PERRY/KOZLOWSKI HOUSE WOOD & PLASTICS COTUIT,MA LUMBER: BEAMS AND COLUMNS: , Provide beams of laminated veneer lumber (LVL) or multiple joist or rafters as indicated on the plans. Provide PSL (parallel strand lumber) and built-up 2x columns as shown on the plans. Beams of 3 or more 2 x members are to be fastened with 12d nails 8" on center top and , bottom of each successive layer. Beams of 2 LVL's or joists are to be fastened with"12d nails 8" on center top and bottom or as recommended by the manufacturer. Beams of 3 or more LVL's are to be bolted together 24"on center, alternating top and bottom. Exposed Cedar Beams and Posts for Exterior Porches, Etc To be of clear, smooth surfaced Western Red Cedar, dimensions as noted on the plans. All edges to be square (not rounded). Note that.4x4 clear cedar stock often comes with rounded edges unless specifically ordered otherwise. S Cedar stock to be carefully moved and stored to preserve clean and evenedges: Use red cedar at the following locations: Entry Porch: Posts & beams and exposed rafters & ledger at center portion. Screen Porch: Post & beams and exposed rafters. Screen frames and door to be made from Sapele Mahogany. FRAMING LUMBER: Rough carpentry lumber will bear the visible grade stamp of a certified agency and will be graded in accordance with established grading rules. Use standard details for bearing, r blocking, bridging and connections unless otherwise detailed. Structural light framing to be #2 Kiln dried (KD) SPRUCE or HEM FIR as.noted.. All interior framing to be 2 x 4's at 16"o.c., unless otherwise indicated. Exterior walls to be 2 x 6's at 16"o.c., unless otherwise indicated Provide-double studs at all . end wall conditions. Provide jacks and headers at all doors and windows. For sound isolation 2x6 walls use 2x6 top & bottom plates and staggered (not touching) 2x4 studs 16", on center on each side: Concealed Structural joists: will be the silent floor system,°9 1/2" TJI's PRO Series as man. by Truss Joist MacMillan, spacing and # series as indicated on the drawings. Any substitutions must be approved-by the Architect prior to installation. Headers and beams at flush-framed areas are to be LVL's to match depth dimension of the joists. Concealed Structural Rafters to be 2 x 10, 2 x 8, or 2 x 6, (as indicated on plans) .#2 KD SPRUCE, or HEM FIR, at spacing indicated on the plans. Pressure Treated Structural Lumber: to be southern yellow pine,sizes as indicated on drawings. Use pressure treated lumber at the following locations: Any sills, joists, or nailers in contact with concrete. Non-structural studding to be 2 x 4's KD species SPF at.16" o.c., unless otherwise indicated. C 39 DIVISION 10 PERRY/KOZLOWSKI HOUSE SPECIALTIES COTUIT,MA LOUVERS AND VENTS ; EXHAUST VENTS: to be carried through sidewalls as indicated on the drawings or placed in inconspicuous locations. All vent locations to b cleared with the Architect or Owner before installation. All vent caps to have back-draft dampers and are to be aluminum. Stove and dryer vent piping to have galvanized'sheet metal or aluminum ducting.Interior surfaces to be smooth,not corrugated. Bath vents may have expanded wire/plastic ducting.,r , TOILET AND BATH SPECIALTIES - TOWEL BARS, HOOKS AND TOILET PAPER HOLDERS: To be supplied by the Owner and installed by the Contractor as part of this contract. Install at locations shown on the plans. , Guest Bath: 2 tower bars, 1 toilet paper holder, 2 hooks. 2"d Floor Bath: 2 towel bars, 1 toilet paper holder, 3 hooks. Lay.: 2 towel bars, 1 toilet paper holder, l hook. M. Bath: 2 towel bars, 1 toilet paper holder, 4 hooks MIRRORS: , Provide and install 1/4° frameless mirrors, sizes and locations as indicated on the drawings. All edges to be polished. Any joints in the mirrors will be approved'by Architect or Owner before fabrication. - s � FRAMELESS TEMPERED GLASS SHOWER PANELS & HARDWARE: ' Hardware to be as man. by C.R. Laurence Company, Geneva Series mounting plates and hinges, Bright Chrome finish. Provide wall mount attachments as shown'on the drawings. Provide back to back C.R. Laurence "U" pulls, BM Series. Panels to be 3/8" tempered clear glas-s w/ polished edges. CABINET & DRAWER PULLS: To be decided and purchased under Allowances. SCREEN PORCH PANELS: To be as manufactured& distributed by Connecticut Screen Works (203-741-0895). Frames to be FRM1716E extruded section, Anodized alum. finish,w/ mitered corners & screening to match screening on,Marvin windows and doors. Screen panels to be held in place w/. 1" #10 pan head, square drive SS screws. Install screws through face of extrusion into wood screen frame in symmetrical pattern. Minimum 2' on center and min. 8" from corners. s Fit screens to rabbetted edges.of porch structure as shown in the drawings. - 67 , r Perry House Cotuit, MA , Column Schedule `Mak k-- t - +., f rSizeype g 1� a 'f - rLh:-. Cl 2-2x6 C2 3-2x6 4. C3 2-2x4 C4 '3-2x4 C5 "4x4 P5L or'#1 DF Post C6 4x6 PSL or #1 DF Post C7 6x6 PSL or #1 OF Post C8 4x4 P.T. Post C9 H553-1/2x3-1/2x1/4 Tube C9 (Alternate) H553-1/2x1/4 Pipe ,C10 3.5" Diameter Lally Perry House Cofuit, MA -- - ------ --- -- � T NZ Y Qescri ., First Floor Framing,- Joists 4 , - -- -- - Floor Joist 1FJ-1's 11.50 1.75 9.50 73.60- 1206.78 361.96 0.23 Use 9-1/2" TJI 110's at 16"o.c. ' -- - Floor Joist 1FJ-2's,r 14.00 1.75 9.50 73.00 1788.50 .453.21 0:49 Use 9-1/2" TJI 110's at 16"o.c.=- First Floor Framing - Beams ---- --- - - -- --- -_ Floor Beam 1F13-1 __-- _ See attached analysis sheet for loading,stresses and optional sizes 3-1.75x9.5 LVL's Floor Beam 1FB-2 See attached analysis sheet for loading,stresses and'optional sizes ----- -=-- _ ___ �---- _ 2-1:75x9.5 LVL's Floor Beam 1FB-3 See attached analysis sheet for loading,stresses and optional sizes - � 3-1.75x9.5 LVL's Floor Beam 1FB-4 See attached analysis sheet for loading,stresses and optional sizes 4-1.75x9.5 LVL's Floor Beam 1FB-5 See attached analysis sheet for loading,stresses and optional sizes - � 3-1.75x9.5 LVL's Floor Beam 1FB-6 - - See attached analysis sheet for loading,stresses and optional sizes 7.{ 3-1:7541.875 LVL's -- - -Floor Beam Beam 1FB-7 10.00 5.25 9,50` 660.00 8250.00 2777.50 83.53 1253.66 0.21 _ 3-1.75x9.5 LVL's _ . 1- --- - Floor Beam 1FB-8 _ -_ - 9.00 1 3.50 1 19.50 1 495.00 5011.88 1835.63 82.81 1142.40 0.15., 2-1.75x9.5 LVL's Floor Beam 1FB-9 -_ Sed attached analysis sheet for loading,stresses and optional sizes _ 3=1.75x9.5 LVL's Floor Beam 1F6-10 12.00 5.25 11.88 1030.00 ` 18540.00 5160.73 124.17 1803.08 0.35 ` 3-1,75x11.875 LVL's Floor Beam 1FB-11 11.50 5.25 11.88 1030.00 17027.19 4903.23 117.97 1655.96 0.29 3-1.75x11.875 LVL's Floor Beam 1F6-12 -T _ 9.00 3.50 9.50 425.00 4303.13 1576.04 71.10. 980.85 0.13 2-1.75x9.5 LVL's Floor-Beam 1F6-13 - 10.00 3.50 9.50 575.00 7187,50 2419.79 109.16 1638.31 0.27 2-1.75x9.5 LVL's Basement Door and Window Headers -- -- ' =- --- ---Header OH[)-Y 3:50 1:75 1 9.50 975:00 1492.97 . 934.38 84.30 680.61 0.01 Use 1,75x9.5 LVL Perry House i Cotuit, MA - ---- -.- -- F Descri tion�, . : r>rr w "_' �° M $• ag San b� _ . P_, , ,, 4 meat' ; Shear k�k wY xr fv =fb � , Defl. � �. .Member Sz �• �� Second Floor Framing - Joists - ---- - ----- Floor Joist 2FJ-1's 13.50 1.75. 9.50 . .73.00 1663.03 434.96 0.43 Use 9-1/2" TJI 110's at 16"o.c.. Landing Joist 2FJ-2's 4.50 4.00 2. 00 290.00 734.06 604.17 113:28' 3303,28 0.03 Use 4x2x1/4 Tubes --- -: -_ -- =-=- Floor Joist 2FJ-3's 14.00 1.75 9.50 73.00, , 1788.50 -453.21 0.49 Use 9-1/2"TJI 110's at 16"o.c. .. y First Floor Ceiling Framing - ° -- - -- = --- -__ --- . „ Ceiling Joist ICJ-1 6.00' 1.50 5.50 20.00 90.00 50.83 9.24 142.81 0.02 2z6's 5PF at 16"o.c. Ceiling Joist ICJ-2 16.00 1.50 9.25 20.00 640.00 144.58 15.63: 359.04 0.21 240's-5PF at 16"o.c. Second Floor Framing- Beams -- - 4.50 1.75 9.50 135.00 ,341.72 196.88 _ 17.76 155.78 0.01 Floor Beam 2FB-1 _ Use 1.75x9.5 LVL Floor Beam 2FB-2 See attached analysis sheet for loading,stresses and optional sizes _ 2-1.75x9.5 LVL's Floor Beam 2FB-3 11.50 3:50 9.50 405.00 6695.16 2008,13 90.59 1526.08 0.34 _ 2-1.75x9.5 LVL's - --- Floor Benm 2FB-4 13.50 3.50 9.50 145.00 3303.28 863.96 38.98 752.94 0.23 - 2-1.75x9.5 LVL's Floor Beam 2FB-5 4.00 3.50 9.50 495.00 990.00 598.13 26.98 225.66 0.01 --- -- -- 4 2-1.75x9.5 LVL's Floor Beam 2FB-6 --- _ _ See attached analysis sheet for loading,stresses and optional.sizes 4-1.75x9.5 LVL's Floor Beam 2FB-7 See attached analysis sheet for loading,stresses and optional sizes 3-1.75x9.5 LVL's Floor Beam 2FB-8 - - ---_ 8.50 5.25 9.50 575.00 5192.97 1988.54 59.81 789.12 0.09 _ ---- 3-1.75x9.5 LVL's - - -- , First Floor Door and Window Headers -- -- __ Typical Header 1HD-1 j, 3.50 3.00 6:00 180.00 275.63 225.00 18:75 183.75 0.01 -- -- --- 2-2x8's SPF(Cut to Fit) Header 1HD-2 - _- - _ 3.50 4.50 5,50 695.00 1064.22 897.71 54.41 562.89 0.03 "3=2x6's SPF Header 1HD-3 10.75 5.25 . 9.50 -360.00 5200.31 1650.00 49.62 790.23 0.15 Use 3-1.75x9.5 LVL's** Header 1HD-4 See attached analysis sheet for loading,stresses and optional sizes LL-- __ 3 2x8's S Header 1HD-5 _ See attached analysis sheet for loading,stresses and optional sizes - -- -- Use 2 1.75x9.5 LVL's" **Support each end of header.on double jack studs - --- Perry House Cotuit, MA - ----- - - --- ------ -- v a P u 4 Moh►ent Shea fv g a, Member=Size . ,-� � fb �`, ���� �efl � ,�" ; E Roof Framing - Rafters -- - -__ - - Rafter -_ 9.00 1.50 9.25 90.00 911.25 335.63 -36.28 511.21 0.10 2x10's 5PF at 24 o.c. - - _-- _ Eyebrow Rafter RJ-2's See attached analysis sheet for loading,stresses and optional sizes ' 2x6's SPF nt 16"-o.c. Dormer Rafter RJ-3's 7.50 1.50 5.50 60.00 421.88 197:50 35.91 .F 669.42 -.: 0.15 -- ---- 2x6's SPF at 16"o.c. - - Rafter RJ-47s -- - --- 10.00 1.50 9.25 90.00 1125.00 380.63 41.15 631.12 0.15 -..- -- - -- -- .. 2x10`s SPF at 24"o.c. Rafter RJ-5`s - ----- ----- --_- -_ 6:00 1.50 7.25 90.00 405.00 215.63 29.74 369.85 0.04 2x8's SPF at 24"o.c- Rafter RJ-6's - - - ---- -- 13.00 3.50 9.25' 110.00 2323.75 - 630.21 29.20 558.69, 0.22 4x10's Fir at+/-24"o.c. Rafter RJ-7's 6.00 3.50 . T25 110.00 1 495.00 1 263.54 15.58 193.73 0.02_ - 4x8's Fir at+/_24' o.c. Rafter Tail RJ-8's - See attached analysis sheet for loading,stresses and optional sizes 2 2-2x4`s SPF at 24"o.c: Roof Framing - Beams - r Ride Beam RB-1 - ---- --- 2-1 9 12.50 3.50 11.88 405.00 7910.16 2130.47 76.89 1153.94 0.24 --- -- _ .75x11.875 LVL's Ridge Ream RB-2, - •14.50 3.50 11.88 405.00 " 10643.91 2535.47 91.51 1552.74 .0.43__ 2-1.7541.875 LVL's Roof Beam RB-3 - 7.5ffO3 9.25 205.00 1441:41 610:73 33.01 404.31 0.05 _ 2-2x10's SPF Roof Beam RB-4 14. 9.50. 20500 5387.66 1323.96 59.73 1228.05' 0.43 _ 2-1.75x9.5LVL's Roof Beam RB-5 - ' _ 4.0 9.25 205.00 410.00 251.98 27.24 230.01 0.01 2x10 SPF _ - -- Roof Beam RB-6 See attached analysis sheet for loading,stresses and optional sizes - Roof Beam RB-7 -- -. -__ _ -- - See attached analysis sheet for loading,stresses and optional sizes - " 2 2x10 s SPF 2-2x10 s SPF Roof Beam RB-8 '' See attached analysis sheet for loading,stresses and optional Is. 2x10 SPF Ridge Beam RB-9 _ 15.00 3.50 11.88 . 405.00 11390.63 ' 2636.72 _95.16 1661.67 0.50 . -- - _ 2-1.75xi1.875 LVL's Ridge Beam RB-10 16.00 3.50 11.88 405.00 12960.00 2839.22 102.47 1890.61 0.64 --_-- ------ 2-1.75x11.875 LVL's Ridge Beam RB-11 19.50 3.50 14.00 405.00 19250.16 3476.25 106.42 2020.42 0.87, 2-1.7544 LVL's Ridge Beam RB-12 - 11.00 3.50 11.88 405.00 6125.63 1826.72 65.93 893.61 0:14 2-1.75x11.875 LVL's Roof Beam RB-13 - 8.50 3.00 9.25 290.00 2619.06 1008.96 54.54 734.64 0.12 Roof Beam RB-14 _ _ 2-2x10's SPF See_ _- attached analysis sheet for loading,stresses and optional sizes _ 3-Zx10's SPF Roof Beam RB-15 - - 5.50 3.50 7.25 415.0�156 890:52 52.64 61415 0.05 T Roof Beam RB-16 - - _ 4x8 Fir 11.00 3.50 9.25 180.0 851.25 39.44 654.56 0.18 440 Fir -Roof Beam RB-17 --- 17.00 5.25 11.88 360.00 13005:00 2703.75 65.05 1264.78 0.49 -- Roof Beam RB-18 .2 -. 3-1.75x11.875 LVL's ; - 8.00 5.25 9.50 450.00_ 3600.00 1443.75 -43.42 --547_05_ _ 0_06 3-1.75x9:5 LVL's Second Floor Door and Window Headers Typical Header 2HD-1 - 3.50 3.00 7.00 270.00 413.44 315.00 22.50 • 202 500.01 - -- Head r 22-2x10's e HD-2SPF C t tc 'u Fit 3.50 5.25 4.50 -- ---------� )- 20 5.00 313.91 281.88 17.90 212.59 0.01 _ 3-1.75x4.5 LVL's Header 2HD-3 - See attached analysis sheet for loading,stresses and optional sizes - ----- Header 2HD-4 - --- - 3 1.75x4.5 LVL's** __ - -3.50 3.00 4:50 215.00 329.22 295.63 32.85 390.19 0.02 Header 2HD-5 -_-- ___ _ 2-2x6's SPF(Cut to Fit) See attached analysis sheet for loading,stresses and optional sizes - i- -- ---- **Support each end of header on double jack studs --- 3-2x8's SPF HE Town of Barnstable pF T tp� �� ~pig..._.....-. .... . BARNSTABLE - Regulatory Services MASS. g +639. Building Division ptEO MPS A 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location,?,< �i717r �0��'/�`�u-� C 7, Permit Number oI Owner Per�s Builder Oae notice to'remain on job site, one notice on file in Building Department. The following items,,heed correcting. : STE-�G Z iV6—r_77NU /�J-2 fib' �n 0- 94c:0- c. Wire'; �z.Yo6 of Fa i L)Cr 2 "' ` 3 x C� �Sl{v,t✓5 *US6- /L)6� A L L AQ U L ? Oo) SO L7'.S — — t�'" F o�-�'c r yam• N D 3 Please call: 508-862- for re-inspection. �� -F Inspected'by _ ��/V`G>�� Date REScheck Software Version 4.3.0 Compliance Certificate I . Project Title: Kendall &Welch Construction 4 Energy Code: 2007 IECC Location: Barnstable, Massachusetts Construction Type: Single Family i Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 2100 ft2 4,k Glazing Area Percentage: 27% Heating Degree Days: 6137 Climate Zone: 5 r Construction Site: Owner/Agent: j • Designer/Contractor. Little River Road Kendall&Welch Construction; Colony Insulation,Inc Barnstable,MA PO BOX 490 28 Jonathan Bourne Drive Osterville„MA 02655 j Pocasset,MA 025E.9 508-428-4900-Fax 4907 508-563-6049 Cornplianco: Passes on equipmentperformance ®� Compliance:0.3%Better Than Code Gross i Cavity • lazing UA Assembly Area . Perimeter ;'-Factor Ceiling 1:Cathedral Ceiling(no attic) 2500 30.0 0.0 85 Wall 1:Wood Frame, 16"o.c. 768 t9.0 0.0 36 Orientation:Back Window 1:Wood Frame:Double Pane with Low-E 13{, 0.320• 44 SHGC:0.50 Orientation:Back _ - Door 1:Glass - 36 0.350 13 SHGC:0.50 Orientation:Back a Wall 2:Wood Frame, 16"o.c. 944' 19.0 0.0 37 Orientation:Front Window 2:Wood Frame:Double Pane with Low-E 175 0.320 56 SHGC:0.50 Orientation.Front f Door 2:Glass K. ,150 0.320 48 SHGC:0.50 Orientation:Front ` Wall 3:Wood Frame, 16"o.c. 280 19.0 0.0 10 Orientation:Left Side - i Window 3:Wood Frame:Double Pane with Low-E 100 `0.320 32 SHGC:0.50 Orientation:Left Side Door 3:Glass 211 0.350 7 SHGC:0.50 �+ Orientation:Left Side it Wall 4:Wood Frame, 16"o.c. 748 19.0 {i.0 38 s Orientation:Right Side E Window 4:Wood Frame:Double Pane with Low-E 96. 0.320 31 SHGC:0.50 � } Orientation: Right Side ; Door 4:Glass 21i 0.350 7 SHGC:0.50 I Orientation:Right Side Floor 1:Alf-Wood Joist/Truss:Over Unconditioned Space ' 21001' 19.0 0.0 gg r. Furnace 1: Faced Hot Air 90 AFUE • . 4 - .. 4- eat.�M I l`4 p.. _ .. ' Project Title-Kendall&Welch Construction Report date: 11/23l09 Data filename: C:1Prcgram FileslChecMREScheck\Johnson Const.rck m i Page 1 of 5 ' t T00 t N011V112SNI AN0100 LTT9b95909 YVH VS:VT 600Z/£Z/TT Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet 007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatUgn stedlin the REScheck lnsp cti n Checklist. (eQ Name-T j e Date f Project Title: Kendall &Welch Constructlon j 3/09 Report date: 11/2 ' Data filename:C:1Program FileMCheck\RESchecklJohnson Const.rck 1 Page 2 of 2 Z00 C[] NOIZ�''IIISh?I'�INO'IOD LTT969S90S YVA VS:£T 600Z/£Z/TT REScheck Software Version,4,3,0 ��Specti®n CheCkIist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation ' Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,RAM cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-19.0 cavity insulation f Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: VanesFrame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.320 . For windows without labeled U-factors,describe features: No Thermal Break? Yes Vanes Frame Type Y Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: _ ❑ Window 4:Wood Frame:Double Pane with taw-E,U-factor:0.320 For windows without labeled Ll4actors;describe features: Vanes Frame Type Thermal Break? Yes No Comments:, dwelling is exempt from U-factor and SHGC requirements. Note.,Up to 15 sq.ft.of glazed fenestration per Doors: ❑ Door 1:Glass,U-factor.0.350 Comments: ❑ Door 2:Glass,U-factor:0.320 , Comments: - ❑ Door 3:Glass,U=factor:0,350 Comments: r f] Door 4:Glass,U-fa ctor.0.350 ------------ - Comments: , Floors: Report date: 11 t23109 Project Title: Kendall&Welch Construction - Page 3 of 5 Data filename:C:\Program Fiies\Check\REScheck\Johnson Const.rck £000 N- 011VIMSNI AN01I00 LTT099905 %d3 VS £T 600Z/£Z/TT' ❑ Floor 1:All-Wood Joistrrruss:Over Unconditioned Space,RA9.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the'underside.of the subfloordecking. M Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air,90 AFUE or,higher Make and Model Number: Air Leakage: ❑ Joints,attic access openings,and all other sucFi openings in the building envelope that are sources of air leakage are sealed. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk 71 between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.,Where loose fill insulation exists,a baffle or retainer,is installed to maintain insulation application.`. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: envelope have a maximum fenestration U-factor of 0.50 and the maximum ❑ Sunrooms that are thermally isolated from the building Pe ht U-factor of 0.76.New w skylight and doors separating the sunroom from conditioned space rn�eet the Building thermal envelope Y .. requirements. , Vapor Retarder: ❑ A minimum of Class It(1.0 perm)Vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture'or its freezing will not damage the materials. Exceptions: y - Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturees installation instructions. r ❑ Insulation is installed in substantial contact with the surface being Insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ insulation R-values,glazing U-factors;and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-B.A!I other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. ` Duct Construction;o Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet met+sl fittings are sealed and mechanically fastened. ions are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure ❑ All joints,seams,and connect Y systems.Tapes and mastics are rated UL 181A or UL 181B. a ❑ Building framing cavities are not used as supply ducts, ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape'sealing and metal duct crimping are included by an inspection for compliance with theInternational Mechanical Code. Temperature Controls: Thermostats exist for each separate-HVAC system.A manual or automatic means to partially restrict or shut off the heating andlor cooling Input to each zone or floor is provided. - Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. O For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commerciat Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service,Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ` Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use: Report date: 11/23109 Project Title:Kendall &Welch Construction .', Page 4 of 5 Data filename: C:\Program Files\Check\REScheck\Johnson Const:rck" - too e NOIZvgasm AN0100 { LTT099809 XVd- SS:ET 600Z/.CZ/1T Y Heating and Cooling Piping Insulation: M [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. . Certificate: p A permanent certificate Is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factor§;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility Of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) I Project Title: Kendall &Welch Construction Data filename:C:IProgram FileslChecklRESchecklJohnson Const,rck Report date: 11/23/09 Page 5 of 5 F 90012 MOIZE'IIISNI AuOIOD LT M9909 YVA 29:£T 600Z/£ZATT 2007 iECC Energy Efficiency Certificate Ceiling I Roof 30.00 Wall 19.00 Floor I Foundation 1S.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.32 0.50 Door 0.32 0.50 Cooling Forced Hot Air Furnace 90 AFUE Water Hea Name• Date: x Comments: { E. t 900 fj ° NOI,LVIRSNI AN0100 LTT969S805 YVA GS:CT 6009✓CZ/TT f *' - ' G g G g 6 g 6 SDI G 6 6 6 G G G 6 December 8th, 2009 u fi g G Western Surety Company G 6 G LICENSE AND PERMIT BOND G g G g G G KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 16058928 6 , G That we, Kendall & Welch Builders 6 g G G of the Town of North Falmouth State of Massachusetts as Principal, n 6 G and WESTERN SURETY COMPANY,a corporation duly licensed to do surety business in the State of G Massachusetts , as Surety,are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal SUM of Five Thousand and 00/100 DOLLARS( $5,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH,That whereas,the Principal has been licensed Street Permit 35 Little River Road Cotuit, MA 02635 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until December 8th 2009 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thirty-five (35) days fort f e ralatfin,g of said notice,this bond shall ipso facto terminate and the Surety shall thereupon be relieved fro ry katiilityit: r��y acts or omissions of the Principal subsequent to said date. Regardless of the number of ye It rs�boRd hill�Pontinue in force, the number of claims made against this bond, and the number of pterra ors which's�hall�ie payable or paid,the Surety's total limit of liability shall not be cumulative from year to year on, no to period, nn no event shall the Surety's total liability for all claims exceed the amount set forth above. 6 Aieviswotfle bond°amount shall not be cumulative. G G � ffi � G rAo I' Dated this 8th day of December 2009 G 9 fi g G g Kendall & Welch Builders fi G u � Principal G Gi G G Principal Gi fi G Co ersigned(where required) WEST N S U R E COMPANY G fi G G BY BY Resident gent Paul T.Bruflat,*,or Vice President Form 532-2-2006 fi G G g G G ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 8th day of December 2009 before me,the undersigned officer, personally appeared Paul T.Bruflat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN 4 W t4F�0y,,I.We hereunto set my hand and official seal. r S. PETRIK r NOTARY PUBLIC 9^EAL e a S � SOUTH DAKOTAB otary Public-South Dakota �44444444444444444444444 My Commission Expires August 11,2010 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that —he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C� E H O O W v Z IL CL Cn Z N Q �, E Z O Q �- Q a Q m ( Q w D o co m N aD w Z O J O > U O I Western SuretyCompany POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T.Bruflat Of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One L & P Bond, Signed - Street Permit 35 Little River Road Cotuit, MA 02635 bond with bond number 16058928 for Kendall & Welch Builders as Principal in the penalty amount not to exceed: $ 5,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its 2009 Senior Vice President with the corporate seal affixed this 8th day of December ATTEST WESTe�_Z URET COMPANY By L.Nelson,Assistant Secretary Paul T.Bruflat enior Vice President 10 b ® '- STATE OF SOUTH DAKOTA .°° ss COUNTY OF MINNEHAHA '���� b� On this 8th day of December 2009 before me,a Notary Public, personally appeared Paul T.Bruflat and L.Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. +5yyyya5hb5aahy5�,5y55ybbh+ s D. KRELL s fNOTARY S AE PUBLIC SOUTH DAKOTA s(SEAL I* 4aabhyh5ahhhhhhhhhhhyyhy♦ Notary Public My Commission Expires November 30,2012 .i Form F1975-9-2006 ��N I 017/09 2 : 09 : 26 PM 14170 2 03/03 , kSo bP CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYY`n � 6/17/2009 PRODUCER (508)540-2400 FAX: (508)289-4111 _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Murray & MacDonald Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 550 MacArthur Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bourne MA 02532 INSURERS AFFORDING COVERAGE NAIC# INSURED -"INSURER A:Quaker Special Risk ' Kendall & Welch Construction. Inc INSURER e:Safety Insurance 39454 874 Main Street - wsURERc:Liberty Mutual Ins Corp PO BOX 490 INSURER D: Ostervihle MA 02655 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR D O INSURANCE DATE MMIDDIYYYV DATE(MMfDDIYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00i X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,001 A X CLAIMS MADE 71 OCCUR r.HB10000343 6/15/2009 6/15/2010 MED EXP(Any one per=-on) .$ 5,00( s PERSONAL&ADV INJURY $ 1,000,00( • - GENERAL AGGREGATE S ..:- 2,000,001 GEN'L AGGREGATE LIMIT APPLIES PER: - ,A - PRODUCTS-COMP/OP AGG $ 1,000,00 X POLICY PRO- LOC .� AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO -• (Ee accident) I$ B ALL OWNED AUTOS 5055054 6/15./2009 6/15/2010 BODILY INJURY X SCHEDULED AUTOS (Per person) $ 250,00( X HIRED AUTOS X NON-CAANED AUTOS BODILY INJURY Per accident) $ 500,00( PROPERTY DAMAGE ' (Per accident) _ $ 100,00( GARAGE LIABILITY '' _ '' ,.. AUTO ONLY-EA•ACCIDENT $ ANY AUTO EA ACC $' OTHER THAN AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE - F AGGREGATE $ $ DEDUCTIBLE i RETENTION $ C WORKERS COMPENSATION 111r-STATU- . TH- .AND EMPLOYERS'LIABILITY,,, - YIN TORV I TS R ANY PRCPRIETORIPA.RTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED ❑ E.L.EACH ACCIDENT $ 100,00( (Mandatary in NH) NIC131S354774028, 6/15/2009 6/15/2010 E.L.DISEASE-EAEMPLOYE $ 100,00( It yes.describe under SPECIAL PROVISIONS below. E.L.DISEASE-POLICY LIMIT $` 500,00 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS:: CERTIFICATE HOLDER CANCELLATION - - - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BECANCELLEDBEFORETHEEXPIRATION . DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR to MAIL, _DAYS WRITTEN Tawa of Barnstable 10 Building Division NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 367 MalII St. - IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE S Harrington, CIC/SIv1Hib7�- ACORD 25(2009101) 01988-2009 ACORD CORPORATION. All rights reserved INS025(200901) The ACORD name and logo are registered marks of ACORD 1777 Client#: 7198 2BORTOLOTTICO ACORD- CERTIFICATE OF LIABILITY INSURANCE 0DATE 3/17109° PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling 8r O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. '173 lyannough Rd., PO Box 1990 .yannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A. Acadia Insurance "- Bortolotti Construction,Inc. P.O.Box 704 INsuRER e: Fireman s Companies INSURER C: Marstons Mills, MA 02648 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 BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR DD POLICY EFFECTIVE POLICY EXPIRATION JR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM DD DATE MM DD LIMITS A GENERAL LIABILITY CPA004968321 03/07/09 03/07/10 EACH OCCURRENCE $1 000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $250 0®eJ CLAIMS MADE OCCUR MED EXP(Any one person) $5 OOO PERSONAL&ADV INJURY $1 000 000 X OCP GENERAL AGGREGATE $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY PRO- JECT LOC B AUTOMOBILE LIABILITY MAA130038520 03/07/09- 03/07/10 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS' ~ (Per accident) PROPERTY DAMAGE £" (Per accident) $ 'GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESSIUMBRELLA LIABILITY CUA004968420 03/07/09 03/07/10 EACH OCCURRENCE $5 000 000 X OCCUR CLAIMS MADE AGGREGATE $5 000 000 DEDUCTIBLE $ X RETENTION $O $ A WORKERS COMPENSATION AND WCA020952412 03/07/09 03/07/10 We sTATU- OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1 OOO OOO ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $1 000 000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1 000 000 OTHER )ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS r y` nsurance coverage is limited to the terms,conditions,exclusions,other ,. imitations and endorsements. Nothing contained in the certificate of -••nsurance shall be deemed to have altered,waived,or extended the :overage provided by the,policy provisions. n IERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Kendall&Welch Construction DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 A DAYS WRITTEN . PO Box 490 h NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 874 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR OsterVille, MA'02655. S REPRESENTATIVES. M AUTHORIZED REPRESENTATIVE WORD 25(2001/08)1 of 2 #M55912 LS1 © ACORD CORPORATION 1988 DATE ,�co CERTIFICATE OF LIABILITY INSURANCE 9/24/2009 PROD (508)540-1919 FAX: (508)457-1269 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Waquoit Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR __516 Waquoit Highway ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. rNSU7RED MA 02536 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Western World Insurance inting, Jose Luiz Dia3 INSURERB:GraniteState Insurance CO. in Bellamy Ln INsuRERc: INSURER D: Centerville MA 02632 INSURERE: COVERAGES THE'POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION - LIMITS LTR R GENERAL LIABILITY EACH OCCURRENCE $ 1 OOO 000 10 RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 50 a'000 A CLAIMS MADE X❑OCCUR PP1235686 6/30/2009 6/30/2010 MED EXP(Anyone person) $ 5'^000 PERSONAL&ADV INJURY $ 1 000,000 GENERAL AGGREGATE $ 2,000,000 FGEN-L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1 00O000 POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ A_`. NON-OWNED AUTOS (Per accident) ` PROPERTY DAMAGE $ (Per accident) st GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ a v r $ DEDUCTIBLE x $ RETENTION $ $ B WORKERS COMPENSATION ` TO ST TU- O R AND EMPLOYERS'LIABILnY ANY PROPRIETORIPARTNER/EXECUTIVE r I E.L.EACHACCIDENT $ 3.60-000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) WIC 006386494 7/6/2009 7/6/2010 E.LDISEASE-EAEMPLOYE $ 106,000 II es,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS tr f _ CERTIFICATE HOLDER CANCELLATION (508)428-4907 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Kendall &. Welch .COnstuction DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN,- C/O Catrina Welch _h. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO$HALL 840 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Osterville, MA 02655 - REPRESENTATIVES. AUTHORRED REPRESENTATIVE Sarah Regan/SMR ACORD 25(2009/01) 01988-2009 ACORD CORPORATION. All rights reserved. INS025(200901) The ACORD name and logo are registered marks of ACORD Client#:59428 CCALAR ACORD,. CERTIFICATE OF LIABILITY INSURANCE 08128109D"YYY') PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers$Gray Ins.-So. Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O B'ox 1601 South Dennis, MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED - - - INSURER A: Scottsdale Insurance Co. - Cape Cod Alarm Co Inc. INSURERB: Associated Employers Insurance Co. 204 Old Townhouse Road INSURERc: Arbella Protection Co West Yarmouth,MA 02673 y r 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 BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH =_•_ POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMID CTY DATE MMIDD! LIMITS A GENERAL LIABILITY CPS1035331 . - 09/01/09 09/01/10 EACH OCCURRENCE $1 000 000 tl'/PD MERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ REM SES aoccurrence 50 000 CLAIMS MADE 51 OCCUR + MED EXP(Any one person) $5,$1,000,000 OOO X Ded:2,500 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 00O 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 000 000 POLICY j�7 LOC C •a AUTOMOBILE LIABILITY 07887400004- - 09/01/09 09/01110 COMBINED SINGLE LIMIT $1,000000 ANYAUTO (Ea accident) r - ALL OWNED AUTOS _ - BODILY INJURY $ er X SCHEDULED AUTOS (Per person) X HIRED AUTOS - BODILY INJURY - ;, r $ X NON-OWNED AUTOS - (Per accident) PROPERTY DAMAGE $ - r (Per accident) GARAGE LIABILITY - x - AUTO ONLY-_EA ACCIDENT $ ANY AUTO ' OTHER THAN EA ACC $ AUTO ONLY: AGG $ ...�'• ham A EXCESSIUMBRELLA LIABILITY XLS0061697 - 09/01/09 09/01/10 EACH OCCURRENCE $1,000,000 X1 OCCUR CLAIMS MADE - - - AGGREGATE $1,000,000 DEDUCTIBLE X RETENTION $O - ".. $. B WORKERS COMPENSATION AND WCC5006433012009 09/01/09 09/01/10: X L"'C SLT M U CER EMPLOYERS'LIABILITY " ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,-describe under SPE PROVISIONS ba ow E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Installation and monitoring of security systems f Certificate holder is listed as an additional insured with repect to general liability `only CERTIFICATE HOLDER CANCELLAT O SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION, Kendall Welch Construction - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 O DAYS WRITTEN , PO BOX 1478 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL North Falmouth, MA 02556 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S45675/M45599 LLG 0 ACORD CORPORATION 1988 ACC)ROP® DATE(MMIDDLYYYY)„ CERTIFICATE OF LIABILITY INSURANCE 8/27/2069 IPRODUCER (508) 540-2400 FAX: (508)289-4111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION mlirray & MacDonald Insurance Services, Inca ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J MacArthur Blvd. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bourne —MA 02532 — _ _ INSURERS AFFORDING COVERAGE __ j NAIC# INSURED INSURER A:Arbella Protection Insurance 41360 Colony Insulation Inc. INSURERB:_ 28 Jonathan Bourne Road iNsuRERc: r INSURER D: --- POcasse MA 02559 INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTAN DING ANY-REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY�PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NUMBER INSR'ADD' r P� OLICY EFFECTIVE POLICY EXPIRATION LIMITS POLICY GENERAL LIABILITY EACH OCCURRENCE $ 1,000;000 GE X COMMERCIAL --- AGE TO RENTED I MERCIAL GENERAL LIABILITY DAM I ' PREMISES Ea occurrence A ! CLAIMS MADE E OCCUR 18500028928 _ I8/18/2009 8/18/2010 MED EXP(Any one person) $ 5,V00 PERSONAL&ADV INJURY $ 11 000';000 GENERALAGG_REGA_TE-1$__ 2s_000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY! PRO-JECT LOC AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT $ 11000,000 ANY AUTO (Ea accident) I A j ALL OWNED AUTOS 49692400002 '1`8/18/2009 8/18/2010 I BODILY INJURY I $ i All;SCHEDULEDAUTOS I. (Per person) X HIRED AUTOS ! BODILY INJURY I $ { I (Per accident) X , NON-OWNED AUTOS I PROPERTY DAMAGE I $ (Per accident) F �...y GARAGE LIABILITY �- AUTO ONLY•EA ACCIDENT j $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ 3,000,000 X OCCUR CLAIMS MADE AGGREGATE $ $ £4' F ------------ - A j DEDUCTIBLE 4600028929 j 8/18/2009 8/18/2010 __$ _ X i RETENTION $ 10,0001 �' — —-- $ WORKERS COMPENSATION j WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N I i r — QRY-LIMLTS I —_ ANY PROPRIETOR/PARTNER/EXECUTIVE❑i I E.L.EACH ACCIDENT $ — OFFICER/MEMBER EXCLUDED? (Mandatory in NH) i E.L.DISEASE-EA EMPLOYE $ ;x If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Certificate holder is named as additional insured/contractor on Commercial General Laibility per CG2010. , CERTIFICATE HOLDER CANCELLATION" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Kendall & Welch Construction Ind DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 - DAYS WRITTEN PO BOX 1478 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL` North Falmouth, MA- ;02556 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Douglas MacDonald/TED - - - -�a � ACORD 25(2009101) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200901) The ACORD name and logo are registered marks of ACORD ......:..::...:.:�.. ..i• .:::.::::.::. ::: .;...:.::....�...:......:.... .............................. <i_ Sl I, lam\ YY► . -.......:. �� L•S:• : f......... r ..:?4F.v:.;..;.,v..:.:.v..,n:.�..,..•.........,..:n.:::::::::.:.v.v:.v:.�}:}........ L / ":t`.:::.:v`:v X}:t;.::?C.`�:: MCER THIS CERTIFICATE IS ISSUED AMP A MATTER OF INFORMATION ONLY AND CONFERS NO RIGFITS UPON THE CERTIFICATE -,.rWLI14G & ONEIL INS AGCY BOLDER. THIS CERTIFICATE DIES NOT AMEND EXTEND OR 973 I YANNOUGH RD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. H0 BOX 1990 COMPANIES AFFORDING COVERAGE HYANNIS MA 02601 COMPANY 76RNO A HA TFORD-UNO RWRIIERS INSURANCE COMPANY INSURED COMPANY COLONY INSULATION INC :- 8:' JONATHAN BOURNE ROAD COMPANY POCASSET MA 02559 }. COMPANY D ....:A!...:...s.<................. .).:.<..:v.::....;,t.v, }...:...,..:f n..:........�-� :.�....,...... .:.. ...�:.:...........n .v r................. :L}}$}S> �:}»}y}SiF}t}'•}<+F .. .....L.....f..:...:.:.rr:.. ..:.,...:.:.::.:.:.!•::.j}•>v0:•::::::::}:�.: ,,..�..ii ..........�.ir�... ......,:..........r...-r.n.n......�. tt ..... ........ ........:................................,..............:...,............ao.,a::•:r :,t�:::::::.,,a;.y{.�{: i::�f3;FS�<;::... THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEVT WITH RESPECT TO WHICW.,THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIIJ IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS L DATE pAMDD\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAI.AGGREGATE $ PRODUCf3-COMP/0P AGO. COMMERCIAL GENERAL LIABILITY I - k � g .ti ' a:8 CLAIMS MADE=OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE g L FRE DAMAGE(Any one fire) g MED.EXPENSE(Any one person) g AUTOMOBILE LtABILS6Y COM&Nth SINGLE " ANY AUTO LIMIT $ ,ALL OWNED AUTOS BODILY INJURY '`'SCHEDULED AUTOS (Per Pera on) g HIRED AUTOS BODILY INJURY a $ NON•OWNED AUTOS BODILY Accident) wa ` PROPEFTY DAMAGE g �- GARAGE LIABILITY ,{ • AUTO ONLY•EA ACCIDENT $ ANY AUTOq, OTHER THAN AUTO ONLY: = it`< '•.''•';= ?2i s ..........................::. EACH ACCIDENT g AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM _ AGGREGATE g OTHER THAN UMBRELLA FORM WORKOWS COMPENSATION AND EMPLO S LIABIUTY (6S60UB-994L -1' 09) 01-26-09 01-26-10 '','''''''>%` ''t•' t A 245 =ATUTORYUMITB THE PFJCPRIETOR/ EACH ACCIDENT $ PARTNERS/EXECUTTVE INCL DISEASE-POLICY LIMIT $ OFFICERS ARE: EXCL OTHER 'DISEASE-EACH EMPLOYEE g rg _ DESCRIPTION OF OPERATIONS/LO6TIONS/VlEHICLES/RESTRICTIONS/SPECW4L ITEMS THIS- REPLACES ANY .PRIOR CERTIFICATE ISSUED TO -THE CERTIFICATE HOLDER AFFECTING WORKERS COMP, COVER.,....,nv.a}:... •.,.{.;....}.,�.vf:::.v.v;:..,:::',t .-...... .. .. 8�:�.....n.......,v.:..::.:.::::}.�'vi:•.•�i:{:: .a,:;is .:t:Y.4:<: ..... ... .................:::::::......::ii:•i:.`: :}};'L�:G:i•:{i:j'j'.:;+ }� :...::^'F::} :C SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORB' THE t EXPIRATION DATE THEREOF, THE ISSUING COMPANY MRU.:ENDEAVOR TO MAIL. ENDALL 10' DAYS WRITTEN NOTICE TO INE CERTIFICATE HOLDER NAMED TO THE & WELCH CONSTRUCTION 0 BOX LEFT, BUT FAILURE TO MAIL SUCIA N0T1cE SMALL IMPOSE NO OBLIGATION Co 'OSTERVILLE MA 02655` LIABILITY OF ANY IOND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. LE $ AUTMORBZED IIEPRESENTATIY �.... .. .........,.......f. ....:........ ....,..n.n•,+•n'...., .,.::::.:::::::::..:.::::•:n.,.:; }: •.::::...•:.,.:.:ivy,+� TOO(m VOTTVTfICATT TATn-ffn^ i _. .-- .-.-..__...__._..__..�_.._, .,� ,.�,.,o,,.•c., ,,,.r.c,wou Laic. IG/GJ/GUUO uz:4o t'NI rage:Lot CAPECOD-02 MEPA ACORD7.., CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/23/2008 PRODUCER (508)676-0309 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION IViveiros Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Airport Road HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR River, MA 02720- ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. _ r INSURERS AFFORDING COVERAGE NAIC# INSURED,.e Cape Cod Mechanical Systems Inc. wsuRERA. Utica Mutual Insurance Company _ 8 Fruean Way • 'South Yarmouth, MA 02664- INSURER B Guard Group INSURER C: INSURER D:, INSURER E. COVERAGES ^a;< THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING'„' ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH ' POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'L - POLICY EFFECTIVE POLICY EXPIRATION - LTR NSRD TYPE OF INSURANCEPOLICY NUMBER MMlD DATE fMMIDDIY! - LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1,000,00C A X COMMERCIAL GENERAL LIABILITY TBD 1212212008 1 2/22I2O09 PREMISES Ea occurence $ 300,000 CLAIMS MADE F30 OCCUR - •- MED EXP(Any one person) $ 5,000 _ PERSONAL&ADV INJURY $ 1,000,00C . GENERAL AGGREGATE $ 2,000,OOC GEN L AGGREGATE LIMIT APPLIES PER: - - PRODUCTS-COMP/OP AGG $ 2,000,00C POLICY PRO- J CT LOC I AUTOMOBILE LIABILITY A ANY AUTO TBD 12/22/2008 .12/22/2009 COMBINED O aBINdEDt SINGLE LIMIT $ ' 1.000,OOC ALL aWNED AUTOS - BODILY INJURY $ Include( v,=X SCHEDULED AUTOS {Per person) X HIRED AUTOS BODILY INJURY Include( X NON-OWNED AUTOS (Per accident). $ PROPERTY DAMAGE Include( (Per accident) $ AUTO ONLY-EA ACCIDENT $ I GARAGE LIABILITY " ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $:.- OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE '. .I $ RETENTION $ - $ j WORKERS COMPENSATION AND - WC STATU- OTH- TORV LIMITS ER B EMPLOYERS'LIABILITY CAWC918865 12/11/2008 12111/2009 .ANY PROPRIETORIPARTNERIEXECUTIVE EL EACH EACH ACCIDENT $ SOO,OOt OFFICER/MEMBER EXCLUDED? - - - E.L.DISEASE-EA EMPLOYEE $ 500,00( It yes,describe under SPECIAL PROVISIONS below - E.L.DISEASE-POLICY LIMIT $ i - .,$CID,00t OTHER • _. *..'E.: .. DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS - CERTIFICATE HOLDER CANCELLATION ^' • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION .- Kendall$a W@ICh DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3O DAYS WRITTEN P.O. BOX 490 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Osterville, MA 02655, .- - .. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS�OR - REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108) ©ACORD CORPORATION 1988 Sep • 28 - 2009 1.1 :49Air1 CHAGNON INSURANCE YARMOUTH, No .7011 P , i � r,a,��(MM/Darm) � CERTIFICATE OF LIABILITY INSURANCE 9/28 09 PRODUCER THIS OERT4FICATE IS ISSUED AS A MATTER OF INFORMATION Chagnon Insurance Agency, InC, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR IPO Box 355 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 11.`Ttoute 28 - -%4est Yarmouth, MA 02673 INSURERS AFFORDING COVERAGE NA1C u INS UREA INSURERA SafGtV Insurance Com Devine Plumbing & Heating, Inc INsuRERa. Liberty Mutual Insurance Com e Jan Sebastian Road, Unit 11 INSURERc: Sandwich, MA 02563 IN.$URERD: INSURERE: COVERAGES THE POLICIESOF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUAED NAMED ABOVE FORTHE POLICY PERIOD INDICATED.NOTWITHSTANDIIW ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ POLICY NUMBER POUCY EFFECTIVE POLICY EXPIRATION. LIMIT'S ' GENERAL LIABILITY EACH OCCURRENCE S 1 .000.000 OAMAGETO RE p }{ com ERCiAL GENERAL LIAB1LITY BP00009059 7/23/09 7/23/10 P ISE $ 100 000 CLAM MADE OCCURNIED EXP(Arbon Pason) $ 10.000 PERSONAL&ADVINJURY $ 1, 00,000 1 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE!LIMIT APPLIES PER PRODUCTS,COMP/OF AGG - S 2,000, 000 POLICY PRO- 1:1LOC # AUTOMOBILELIAMIJTY COMBINED SINGLE LIMIT $ ANYAUTO (Es swdoera) ALL OWNED AUTOS T BODILY!NJURY $ SCHEDULED AUTOS (Per person) 1 HIRED AUTOS ° BODILY INJURY $ k ra• NON•O WNED AUTOS: (Per exidengr•;<. IPROPERTY DAMAGE _ - (Peraaid�xd) 8 GARAGE LIABILITY AUTO ONLY•EA ACCIDENT S ANYAL'TO OTHERTHAN EA ACC S AUTO ONLY: AGO $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE S OCCUR CLAMS MADE AGGR'GATE $ DEDucnBLE `.• - S RETENTI VMRKERS COMPENSATION X WC STATU QTH- r: AND EMPLOYERS!LIABILITY $ ANY PROPRIETOR/PARTNER/EXECUTNE`YrN WC131S364250019 1/16/09 1/iVIC E,L.EACHACCIDENrE S 100,OOD OFFICERNEMBER EXCLUDED. E.L.DISEASE-EA EMPLOYE $ 100,000 (Maidatory in NH) - .:'My65 dcsvibe untlBr i_.. E;.L.DISEASE-POLICY LIMB $.. -500 0OO BPEG{AL PROVISIONS bdow - 1 OTWR DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS general plumbing & heatincr Operations-residential & Commercial Aennis Devine IS INCLUDED on'Workers Compensation CERTIFICATE - CANCELLATION HOLDER SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BECANCELLED BEFORE THEEXPlRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10' DAYS WRTTEN Kendall & Welch Construction _ NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 874 Main Street IMPOSE NO OBLIGATION OR LI ,An KIND RON E SUR£R,ITS AGENTS OR ATTN: Catrina REPRESENTATI'M ^y AUTHORIZED REPRESENTATNE FAX: 508-428-4907 - Osterviile, MP, 02655 '= ACORD 25(2009101) g 01988 2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 07-22-09 03:26pm From-AIG t ., +973 331 8599 T-613 P-001/002 F-990 .. 'f. '•'l" i ,:,:: i.,�t. _ .rt _�•n""r .. :i.. 'IG ?.V•y':, t. F�IG.,.' ::9. i.:,;, .� ,aT ,, •' '.�ti "o.•'.'�il:a*5:.;,^�?..c�li�4''A�•F:?':ri4'tf.'M."i.:,'n'I�j. 4i"l.i-...t,:;IG'C; r a :'�. ;i.�. PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE William Palumbo Insurance Agency Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 125 Route 6A ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Sandwich, MA 02563 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY _ INSURED Dennis Bechtel 164 Parker Rd West Barnstable, MA 02668 I COVERAGES I, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS QF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ CO LTR TYPE OF INSURANCE POLICY NUMPER POLICY EFFECTIVE DATE POLICY EXPIRATION DATE A WORKERS COMPENSATION D EMPLOYERS'LIABILITY LIMITS THE PROPRIETOR/ 4,.. PARTNERSIEXECUTIVG OFFICERS ARE: INCL:2 EXCL o 7422966 1 7/02/2009 TATUTORY 7/02/2010 OTHER Cova"a Applies to MA Operelmne only. ' EACH ACCIDENT $ SOO,OO DISEASE POLICY LIMIT $ 600,006 DISEASE-LACH EMPLOYEE $ 500,000 DESCRIPTION OF OPERATIONSNEHICUESISPECIAL ITEMS :1 , IRE:THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERaGE FOR DENNIS BECHTEL CERTIFICATE HOLDER CANCELLATION KEN DALL S WELCH SHOULD ANY OF THE ABOVE DESCRISED POLICIES BE CANCELLED sEFORE THE PO BOX 490 EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL JQ OSTERVILLE,MA 02655 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF , ? ANY KING UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES, f , AUTHORIZED REPRESENTATIVE ` V 1/611M. l v l wvDATE(MM/DDff"-n LGAI'G1�I liL CERTIFICATE OF LIAGUTY INSURANCE 0811912009 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. '3 lyannough Rd., PO Box 1990 _.yannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED + INSURER A: Commerce Insurance Company Roger Derosier D/B/A INSURER B: Associated Employers:Insurance .Expert Closets INSURER C: 211 Mid Tech Drive, Unit C INSURER D: West Yarmouth, MA 02673 INSURER E: COVERAGES `:,: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I SR POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER D T MM DD DATE MM DD LIMITS A GENERAL LIABILITY BBCKZK 08/23/09 08/23/1 O EACH OCCURRENCE $1 00Q 000 COMMERCIAL GENERAL LIABILITY w DAMAGE TO RENTED PR I.FR(Fa nee. nrol $100.000 CLAIMS MADE a OCCUR MED EXP(Any one person) I $$OOO PERSONAL&ADV INJURY $1 QOOOOO r• ' GENERAL AGGREGATE s2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY PRO- JECTLOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS - ' BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS ' BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE '. - (Per accident) $- DARAGELIABILITY y AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $. t $ DEDUCTIBLE $ . RETENTION $ $ B .WORKERS COMPENSATION AND' WCC55005514012009 07/23/09 07/23/10 X DR LIMIT OFIR EIIIPLOYE-RS'LIAE:LiTY ANY PROPRIETOR/PARTNER/EXECUTIVE - - E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? YES - E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below r E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Roger Derosier is excluded from coverage under the workers compensation policy. Operations performed by the named insured subject to policy conditions " and exclusions. T � a a CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Kendall 81 Welch COnStrUCtlOn DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL n DAYS WRITT&1-y" 846 Main Street,Unit C NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO BOX 490 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Ostervllle, MA 02655 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S60619/M60508 LS1 © ACORD CORPORATION 1988 e SEP-10-2009 09: 13 From:MARK SYLVIA INS 5084209227 To:5084284907 P. 1/1 089. CERTIFICATE OF LIABILITY INSURANCE °o 12 Boos I+RODuceR Serial# 103921 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 771 MAIN STREET HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXPEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. OSTERVILLE, MA 020" TEL 808�28-0440 FAX; 808420.8Z27 INSURERS AFFORDING COVERAGE NAIC# INSURED INSuRrR A' FARM FAMILY CASUALTY INSURANCE CO STEPHEN J BUCKLAND WSUROR W DBA TURPS UP LANDSCAPING PO BOX 414 INSURER c: FORESTOALE, MA 02644 INSURrR D, INSURER E; COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSU110 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 1311 ISSUED OR MAY PERTAIN,THE INSURANCE APPORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICISS,AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- TYP19 OP INSURANCE POLICY NUMBER MUM T LIMITS OENCRAL LIABILITY EACH OCCURRCNCt 1 OOO OOO A X COMMCRCIAL 05N{?RAL LIABILITY 2001 X0192 01 Q5/2009 01 QSQ010 gy qrFti"T' s3 50.000 CLAIMS MADE! 0 oceuR' . 01 Q5200i3 0125/2009 Mfg rflcp A ene croon S $000 PFRAONAL A ADV INJURY S 4rNCRAL AGORCGATE S 2.000.000 00:N'L AGGREGATE LIMIT APPLIES PER PRODUCTS•COMPfOP AGO S 2,000, X POLICY P LOC AUTOMCBIL9i LU►SIUTY CDM6WED 81NOL13 LIMIT ANY AUTO (Ea wident] ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS _ BODILY INJURY NON-OWNEO AUTOS (Por accident) 1DROPERTY DAMAGE 6 ( eracotdent) ' GARiGM LIABILITY AUTO ONLY.EA ACCIDENT S ANY AUTO OTHER THAN EA ACG S AUTO ONLY ACID 4 111008IFUMBRMI.LA LIAOILITY P..ACH OCCURRF�NCF $ OCCUR f7 CLAIMS MAOC- AGGREGATE OEAUCT16L6 - i RM. NTION $ $ WORKOW8 COMPCNSAYION AND 2001 W5204 54/10/2009 04/10/2010 X _ A SMPLOYBOV LIABILrrY 04/10/2008 04/10/2009 5L tIAch AGCIot?NT 500 000 ANY CEPJMIIMDRI04CL DCD UTIV@ FJ.DIRFA14F..FA EMPLOYEE I S 500:000 p yw �anDo urxler SPF�CIAL PROVISIONS I.I. FL DISISASC•POQCY LIMIT Is 5 000 OTHER DEWAIPTION OP OPER14710NSILOCATIONSrVWICtANEXCLUMONS ADDQQ DY ONOORSEMENTAP13CwL PROVISIONS LANDSCAPING THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR STEPHEN J. SUCKLAND. CERTIFICATE HOLDER CANCELLATION Sh(OUTA ANY OF THIc ABOVE DCSCRIACD POLICIES 8E CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS :WRITTE , KENDALL AND WELCH CONSTRUCTION PO BOX 49O_ NOTICE TOTHG CERTIFICATE HOLLIER NAMED TO THe LEFT,RUT FAILURE TO DO SO 9h�ALL OSTE RV I LLE, MA 02855 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND U THE'INSURER,rM AGENTS OR FAX 508.428-4907 DESS RFPRrAI•NTATIVP.A, AUTNORIzm REPRESENTATIVE ' 46ORD 26(2001f178) ®kCORD C RATION 1888 K .ram �.nenur: 11OVO LWUUUI-L 2103/ A. ORD- CERTIFICATE OF LIABILITY INSURANCE M/DD/YYYY) 02/03109 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE. Agency - HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR l lyannough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. iannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Insurance Company ., Wood Floor Specialists, Inc. 24 Liberty Street INSURER B: American International Companies -Sandwich, MA 02563 INSURERa INSURER : INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD1 POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE(MMIDDIM LIMITS A GENERAL LIABILITY 16804026A481 TIA09 02//03/09 02/03/10 EACH OCCURRENCE $1 OOO O00 X COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED $3OO OOO CLAIMS MADE OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 OOO OOO GEN'L AGGREGATE LIMIT APPLIES PER: - - PRODUCTS-COMP/OP AGG $2 OOO OOO POLICYF_j PRO- F JECT LOC A AUTOMOBILE LIABILITY BA4326A12709SEL 02/03/09 02/03/10 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS < BODILY INJURY $ SCHEDULED AUTOS a (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) " - - - - PROPERTY DAMAGE $ (Per accident) +» GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE' $ c DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND BINDER286696 02/03109 02/03/10 X WC STATU- OFR TH- EMPLOYERS'LIABILITY - - - 00000. ANY PROPRIETOR/PARTNER/EXECUTIVE ' E.L.EACH ACCIDENT $5 OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE EA EMPLOYEE s500,000 If yes,describe under F SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER , DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS John Elaqua is included under the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,others limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. P CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Kendall&Welch DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTEN PO Box 1478 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL North Falmouth, MA 02556 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD,25(2001/08)1 of 2 #M55357. LS1 o ACORD CORPORATION 1988 Massachusetts- Department of Public �afet-' Board of Building- Regulations aaad Standarkis Construction Supervisor License License: CS 70086 Restricted to: 00 DAMON L KENDALL r � 48 KOMPASS DR FALMOUTH, MA 02536 M * �y� Expiration: 11/21/2010 Tr#: 6479 . �Ias.atettusctt. - Dep art+nent of Pul lic afrt% 9 Board of Buildim_F Re,ulati6l's and St!mdards ` Construction Supervisor License License: CS 83484t,i Restricted to: 00 ^p.r R RONALD W WELCH 85 BRIGANTINE DR HATCHVILLE„MA 02536 Expiration: 7/11/2010 , Tr#: 29779 B Moffluffliinge�egulaatl/onqs an Man s oa ar One Ashburton Place --Room 1301 Boston, Massachusetts 02108 Home ImprovemenftbIntractor Registration r la Registration: 128405 x Type: Partnership, Expiration: 4/5/2011 Tr# 282001 KENDALL & WELCH CONSTRUCTION'I �,,,:�'P` 4` DAMON KENDALL .1 .., P.O. BOX 490 ;} I OSTERVILLE, MA 02655 = W = Update Address and return card.Mark reason for change.. •.P•s .._ - ❑ Address ❑ Renewal ju Employment Lost Card S-Ci,1,Z 1 40M-08/08-0BSLIFCRMCA108212008 �le �arrzrrearuuea/C1 o�✓�aaeaclauae/la Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:, 128405 Board of Building Regulations and Standards Exp r:a 11'4l5/2011 Tr# 282001 One Ashburton Place Rm 1301 i(1 Type Partnership Boston,Ma.02108 J KENDALL&WEL`Cl CONSTRUCTION r DAMON KENDALL", ~1 ` 54 KOMPASS DR `? 4 ' ' ' �� ` FALMOUTH.MA 02536'—' Administrator Not valid without signature 91te -C /1ot Board of Building Regulas and Standards One Ashburton Place - Room 1301 " Boston. Massachusetts 02108 Home ImprovemeritContractor Registration aka Registration: "128405 Type: Supplement Card Expiration: 4/5/201.1 K I S ? !ry i KENDALL & WELCH CONSTRUCTION _ , ya RONALD WELCH } ; 54 KOMPASS DR. ALMOUTH MA 02536 • �" , '` y P �`;' Update Address and return card.Mark reason for change ;-CAI Co 5OM-04/04-G1o1216 F- [] Address n Renewal i_, Employment _' jLost Card °T o� aoaaluiael Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration 128405 Board of Building Regulations and Standards !jF Expiration:41,�/2011 One Ashburton Place Rm 1301 Boston,Ma.02108 Type Supplement Card KENDALL&WELCH CONSTRUCT ��•-•'`~� / t ALD WELCH 54 KOMPASS FALMOUTH,MA 02536 - - - -- - -- ----- - - Administrator Not valid without signature ` _ 6P,09S21-0286 9S-01-13 30 002284 I, ROBERT '. J: SMITH, JR. of Barnstable (Cotuit) , Barnstable County, Massachusetts, for consideration paid and in consideration of FOUR HUNDRED NINETY THOUSAND AND 00/100 ($490,000.00) DOLLARS grant to ARTHUR PERRY, JR. and JUDITH KOZLOWSKI, husband and wife as Tenants by the Entirety, both of 5116 Brookview . Drive, Bethesda, MD 20816, with QUITCLAIM COVENANTS, two parcels of land together with the buildings and improvements thereon situated at 35 Little River Road in the Village of Cotuit, Town and County of Barnstable, Massachusetts and being more particularly bounded and described as follows: PARCEL I Northerly on land -conveyed by Guy Lowell to William F. Bentinck-Smith - by deed dated December.-17, 1921 and recorded with Barnstable Deeds Book 381 Page 490,, by four lines, measuring respectively one hundred one and 88/100 feet, . forty and 8/100 feet, sixty-six 'and 41/100 feet, and seventy-one and 50/100 feet, as shown on a Plan of Land in Barnstable (Cotuit) dated October 18, 1921, by .Henry F. Bryant, , Engineer, filed in the Land Registration .Office as Plan No. 8516-A, a copy of which is filed , in the Barnstable Registry District with Certificate of Title No. 560; Westerly on other land so conveyed to William F. Bentinck-Smith by two lines measuring respectively one hundred forty-one and 69/100 - feet and one hundred twenty and 95/100 . feet; ` Southerly on other land formerly of Mark A. DeWolfe Howe two hundred twenty-nine and 36/100 feet;.: and Easterly on a Town Way .known as Little River Road and other land formerly , of said Howe- two hundred thirty and 56/100 feet. PARCEL II ; Northeasterly on the Town Way leading from the end of said Little River Road to the Public Landing in Cotuit Harbor one hundred twenty-seven and 28/100 feet; Northerly „_on /the same fifty-two feet more or less; Easterly on Cotuit Harbor ten feet more or+ less; Southerly on land formerly of Mark A. DeWolfe Howe by a line drawn parallel with and ten feet} southerly from said .northerly bound sixty feet more or less; Southwesterly ,on the same by a line drawn parallel with ands ' . ten feet southwesterly from said ` northeasterly bound one hundred - twenty-three , afid 34/100 feet; and Northwesterly on .-the same. eleven and 47/100 feet. , . Or however otherwise said, premises : inay be boundedr' or ALGER&SCHILLRJG• described and, be ,,any or all of said measurements more or Tess: L. . - ATTORNEYS AT LAW Said two parcels are a portion of the premises conveyed ,t : a"MAIN STREET to Mark A. DeWolfe Howe by Henry Hixon Meyer by deed + a G P.0.BOX 449 dated April 7, '1927 and recorded with said Deeds Book 445,- ai } OSTERVILLE.NIA Page 337, and are both shown and more particularly described 026SS-0449 sP=09521-02e7, 9S-01-13 3=2t 402284 in a certain plan entitled "Plan of Land in Cotuit in the Town of Barnstable" dated November 29, 1937, by T.H. Stegmaier, Civil Engineers, duly recorded in' the Barnstable. Registry of Deeds in Plan Book 56 Page 71. . Said premises are conveyed subject. to a coastal wetland restriction in favor of the Commonwealth of Massachusetts recorded in Barnstable'Deeds Book 3355 Page 2130, insofar - as the same is now in force and applicable. Said premises are conveyed together with the benefit of` the restriction and ,resale agreement set forth in a deed' -from Robert J. Smith, Jr. to Cotuit Oyster Co. , 'Inc. dated February. 9, 1983 recorded in Barnstable Deeds Book 3671 , Page 269. For title see, Probate of Estate of Lillian R. Smith (Barnstable Probate No. 52535 and see deed of. Donald R. Smith dated May 9, 1978 recorded in Barnstable Deeds Book 2703 Page F 314. WITNESS my hand_and seal this /3 day of , 1995. �� w a . CD _j .. x a W Q •�-1 1¢- MU IL W b ROBERT J. SMIT JR. ` Xa aw. o 00 F COMMONWEALTH OF'MASSACHUSETT$ r " Barnstable, so Date: 009� Then personally appeared the above-named Robert J. « Smith, Jr. and acknowledged the foregoing to be-his : free act ; and deed, before me j Y - ' NO RY PUBLIC 3s� - 2 �r 7 2 0� M Commission E P. resot� 61A 13'95 tt�•, -` a l�II 8 V 0. 0 0 BARNSTABLE REGISTRY OF DEEDS �J i �PP`y o r IA _ gFE009654 NN FABRIC-SHIELEr STORM PANEL] DESIGN SCHEDULE: _ WIDTH UNLMITED MIN(3)GROMMETS FASTENED - LLOWABLE PRESSURES - DESIGN LOADS -MAXMA% MIN FLAP- (NON-SPAN OIRECRON) TO MOUNTING EXTRUSION OR _ ALLSANLE RQLENGTH DIRECT MOUNT TRACK MOUNT TENSION SHEAR . DIRECTLY TO HOST STRUCTURE - Y. 12"TYPICAL rMOCU TICAL (TYP TOP AND BOTTOM) _ + ~ 3 108' 2-1/8" +62 PSF -65 PSF +62 PSF -60 PSF 308 LB/FT 627 L.B/ . �L u"z - GROMMET SPACING NIING _IONS 76-1/4" 6-3/8` +96 PSF -96 PSF 305 18/FT 479 LB/FL I L 61" 6-3/B' +119 PSF -119 PSF 302 LB/Ff 407 LB/ET L 39" 6-3/8` +128 PSF -128 PSF - - 209 l8/FT 418 LB/FP �, p TOP MOUNT(CONN , �!'!,.y� 7 V=m u 88 TYPE AS REQ'D) - - OPTIONAL SIDE NOTE: 9.25°MINIMUM ALLOWABLE WIDTH(NON-SPAN DIMENSION) , a- o:S - OPTIONAL 1 3/4" ANCHORS(TYP 9.25'MINIMUM ALLOWABLE SPAN o >U�W€' z I OVERLAP AT MID-SPAN s AT EITHER SIDE - w U a ¢ .t7 o O STORM PANEL SHALL BE INSTALLED j (SEAM WE ENTIRE OR BOTH SIDES) "_ m at,m e w'o u w w .. , OVERLAP LENGTH) SPAN NOTES: Z� N O 4 m > WLTHOLIT EXCESSIVE SLACK,SUCH ': W W •+J 9 _ W ? THAT OPENINGS BETWEEN PANEL B ,L 1. ALLOWABLE PRESSURES SHALL NOT BE EXCEEDED. 3 w m 3 -'-'-' `-- 2. PANEL SPANS LONGER THAN MAXTMUM NOTED ABOVE ARE NOT ACCEPIIBLE. - Ul w a z z w� H057 STRUCTURE DO NOT EXCEED --- - r.� n R t 10%OF TOTAL COVERAGE AREA 3. PANEL SPANS LESS THAN MINIMUM NOTED ABOVE ARE NOT ACCEPTABLE. . o w-- - STORM PANEL W m•• p¢O HORIZ SECTION 4. NO SEPARATION FROM GLASS IS REQUIRED WHEN PANEL SPAN IS GREATER (THIS PAGE) - THAN MINIMUM SPAN NOTED ABOVE. a V O - L q§ MINIMUM S. VALID FOR PANELS MOUNTED VERTICALLY OR HORIZONTALLY. _ BOTTOM MOUNT I 15"OVERLAP el- < _ - GENERAL NOTES: - L (CONN TYPE AS REQ'D) I L 1.THIS STORM PANEL SYSTEM HAS BEEN TESTED-AND EVALUATED AS A LARGE MISSILE V 12"TYPICAL " " " " - - IMPACT PROTECTIVE SYSTEM IN ACCORDANCE'WITH THE 2007 FLORIDA BUILDING CODE Z OPTIONAL NON-WELDED OPTIONAL WELDED OPTIONAL SIDE AND THE 2006 INTERNATIONAL BUILDING/RESIDENTIAL CODE,FOR USE OUTSIDE tg GROMMET SPACING44 OVERLAP OVERLAP ANCHORS O w v E FLORIDA'S HIGH VELOCITY HURRICANE ZONE(HVHZ)ONLY. 2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF --I D•7`a c z O THIS PRODUCT. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD 0 m i i TYPICAL VERTICAL MOUNT ANCHOR DESIGN. - 3..POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS V j N S o w * 1 N.T.S. EI.EV SHALL BE DETERMINED BY OTHERS FOR SPECIFIC JOBS IN ACCORDANCE WITH THE Z o O a GOVERNING CODE. WHEN CALCULATING PRESSURES PER ASCE 7-98(OR LATER EDITION), 8 _ USE OF DIRECTIONALITY FACTOR Kd=0.85 IS ALLOWED. i? 3 Ly¢ 1 3/8"MIN - 1 7/16°MIN 4.THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE E Mai YN (END GROMMET) INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE ¢ • - r. ,.+ CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED RCHITECT SHALL A c MIN FLAP REINFORCING- O - PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. - LENGTH PER Q - S.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO DESIGN SCHEDULE - 1 3/8'MIN WITHSTAND NEW SUPERIMPOSED LOADS. (TYP TOP/BOT) .. (TYP ALL •6.STORM PANELS.SHALL BE PVC COATED WOVEN POLYESTER FABRIC(THICKNESS ' - MIN FLAP REINFORCINGJ - GROMMETS) t-0.037")WITH A MIN.FU=16.053 KSI. LENGTH PER 7.PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL 3 DESIGN SCHEDULE AS FOLLOWS: WAYNE-DALTON CORP. RF WELD(2)ADD'L STRIPS OF (TYP TOP/BOT) • PENSACOLA,FL a FABRIC ENTIRE LENGTH OF - S CORNER GROMMET FLORIDA STATEWIDE APPROVAL S EDGE STRIPS(TOP&BOT) - e.PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE(i.e.WITH LINE OF $ o 3"=V-0" ELEV - ANCHORAGE IN VERTICAL DIRECTION). . :, Q 9.PANELS MAY BE INSTALLED WITH OPTIONAL SIDE ANCHORS AS DEPICTED HEREIN, u t(� g`� * OPTIONAL F y - - _ - i " HOWEVER SYSTEM PERFORMANCE IS BASED ON TESTING WITHOUT SIDE ANCHORS.TESTS OVERLAP a 8 SHOW A FAILURE LOAD OF 987 LEIS FOR THE#4 GROMMET AND 4"x3".3-PLY PVC-WELDED gg AT PANEL n FABRIC CONSTRUCTION AT EACH SIDE ANCHOR(ANCHOR NOT CONSIDERED). 8 D b MIDSPAN .+ - 10.ALL BOLTS B.WASHERS SHALL BE ZINC COATED,GALVANIZED OR STAINLESS STEEL L SIDE OPTIONAL i - WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. ANCHORS ANCHOR S HOR HED) 11.ALL ACCEPTANCE CRITERIA HAVE BEEN MET FOR THIS SHUTTER AS A NON-POROUS ' FROM ANCHOR SCH ED) , SYSTEM,AS DEFINED IN ASTM E1996. IN KEEPING WITH THIS STANDARD,NO MINIMUM & U 0.037"MIN PANEL a - NO SIDE PVC WELD IC EINF WITHFABRIC #4GPVC-WELDED M PLY SEPARATION FROM THE GLAZING BEING PROTECTED IS REQUIRED,AND BREAKING OF THIS e s ANCHORS 2-PLY FABRIC FLAT THICKNESS(TYP) FABRIC GROMMET REQ w SHOWN TO FABRIC PANEL AT GLAZING ODES NOT COMPROMISE THE BUILDING ENVELOPE, THIS SIDE EACH SIDE ANCHOR 1/2"HOLE [OPfRP#0A01 maNCLm:wmmoPE rr 04-W DF-0004 ��•�� PAGE SCALE 1 3/8"MIN EXISTING HOST DEBCRIPTmN: - �! - 1.050" STRUCTURE 0.40"MAX - WAYNE-DALTON PART#anan FLANGE AT SIDES 2 PANEL PROFILE a HORIZONTAL SECTION .1 6"=1'-0" 1 N.T.S. HORIZ SECTION FRANK L BEARDO,P.E. ANCHOR SCHEDULE 1 „P6=g9 NN' EXISTING HOST EXTERIOR WALL FINISH - EXISTING HOST STRUCTURE (TYP ALL VERT SECTIONS) STRUCTURE _ CONN TYPE CZ: t _ 3/4"MIN EDGE DISTANCE. ,_ 9 OTHERWISE NOTED ,O CONN TYPE C2: ANCHOR PER (UN LES S `y r ' ANCHOR PER - ANCHOR SCHED. _ - '. Spans Up To Spans Up To Spans Up To ANCHOR SCHED 1/2"MAX - LOAD - rn (psF) CONNTYPE CONN TYPE CONNTYPE EMBED ff1p1 _,--C 1/4-20 x 3/4"STUDS(PART- - o ANCHOR R a+u #336960)AT 12"O.C.WITH 1/4-20 x 3/4,STUDS = C3 R C3 Cl C2 C3 Cl C2 C3Ua i O(Z t Ro n 7 uJ .1/2^ WASHERED WINGNUT "ir AT 12"O.C.W/W.W.N. 1/4"LAG SCREW WITH MIN 38 [4" 10° 3" 7" 7" 4" 4" -�yR}� L7rr l7 2-3/32"THREAD PENETRN. 47 8"' 3"' S'" S"' 4": 4" I'11, #m �~ o:I MAX '"W.W.N."(PART#306898) O:I TENSION REACTION _ READ a VJ ti�- 7 w p w o CTIO THREAD 66 6", 4" 4" / 3"� 3 - -W rn LL• O a. TENSION (0.EF DESIGN SCHEDULE) - iPENETR 96 4 3" 3", 3" 3" ' nWW .�L!SHEAR SIGN SCH N SHEAR REACTION ` . °. - - 128 4" 3 3"' ¢ W 'U,i.. X (REF DESIGN SCHEDULE) 1/4 TAPCON(ELM OR ITW) 38 9" 4" 6" 6" 3" 4" 4" D >Uw(REF DESIGN SCHEDULE). Q IgOR#14 WOOD SCREW WITH 47 7" 3" 5" 5" 3"' 3" - H z (REF DESIGN SCHEDULE) NO MIN. d C7 W ZNO MIN. a,., 1.1/2"MIN EMBED 66 S., " 4", wtm wSEEAR. y REPARD. ,n� 4" 3" 3" D N n EXISTING REQ'D EQ' w c .. B6 IN "� A 3= 9 y w EXISTING i= 128 3" 3" 3" 3" w,.,$ GLAZING _ - GLAZING w - - 3 rL^ m 1/4°ITW TAPCON SG WITH 3B 12" 12" 12" 11" 11"12" 7" 7" 10" to o! 1-1/2"MIN EMBED 47 12" 12" 12" 9" 9" 12" 6" 6" 7" o We 66 9" y", 12:1 6., tu 6" 8" 4": 4" 4" °1Oy W.W.N.OR 1/4"xl/2°S.S.• - lk 9fi 8" B": 9" 5" 5", 4" 4"' 4" 4" SIDEWALK BOLT(PART#306900) EXIST. 1/4-20 x 3/4"STUDS n 128 61116.111 2 S" 5" 4" lw HOST7 rii STRUC7. AT 12°O.C.W/W.W.N. N 3/16"ITW SAMMY SUPER 38 12" 12" 12" 12" 12" 12" B" B" B" LC c SCREW WITH 1-1/2°MIN 47 12" 12" 12" 10" 10" 10" 7" 7" 6" N ' w0 - O _ EMBED 66 11'" 11" 11" 7" 7" 7" 5" S" 4" O 96 LW ID" 8"' 6" 6"" 4" 5" S" 4" CONN TYPE Cl: O f(C DIRECT MOUNT W/ i 128 7" 7" 6"' 6" 6'" a" Z i EMBED. ANY REMOVABLE _ E E CONN TYPE[2: 1/4"ELCO PANELMATE(MALE 38 12" 12" 121 IT" 12" 12" 10" 10" . ANCHOR SHOWN - - ANCHOR PER OR FEMALE)WITH 1-7/8°MIN 47 12"' 12" I 12" 12"" 11" B" B" 7" J 8 z> IN ANCHOR SCHED ANCHOR SCHED EMBED 66 12" 12" 11" 8" 8" 8" 6" 6" W * - 96 iP" 11:: y,: 7„ 7„ S„ 6,: 6" 4". i�z Tim a 1 MOUNTING SECTION z MOUNTING SECTION 12a a" a" T' '" 5" �m ' N F 1/4"HANGER BOLT(MALE) 38 10'" 10" 3'" 7"' 7" 4" 4" z p a O 3"=V-0" VERT SECTION .. 3°=V-O" - VERT SECTION - W/2 1/2"MIN EMBED 47 e'" a" 3" S"' 5" 4" a 3 G 2 2 &1 1/4"E.D. 66 W. 6" 4" 4" EMBED - 96 4" 4„ 3": 3:. 3„ 3., ?j r�i�n 3 'EXTERIOR WALL CONN TYPE Ci: Iffm =rn 128 4" 4" 3" 3", ul w 5/16"HANGER BOLT(MALE) 3B 12" 12" 12" 12" 12" 12" 11" 11"10" �0 ' EOGE .. FINISH(TYP ALL DIRECT MOUNT W/ANY ANCHOR SHOWN IN W/2 1/2"MIN EMBED 47 12'" 12" 12" 12" 12" 12" 9" 9.. 8" - m DIST - EXISTING HOST - &1 1/4'E.D. 66 12" 1T' Sy, 91' 9" 9" 6" B' STRUCTURE VERT SECTIONS) ANCHOR SCHEDULE(INCL NON-REMOVABLE) - }EMBEDt 96 12" 12" 10" W. 81" S. 6" S. 5 u rG DIR w �;. - "STORM PANEL DECORATIVE MAY BE STORAGE"(SPDS)2-PIECE COVER, 128 g" 9 e" - $ ERSED F CONN TYPE C3:- EXISTING HOST 3/a"HANGE0.BOLT(MALE)w _ U 2" 12" 12" 12" LO" 10' 12 ANCHOR PER - STRUCTURE OUNTED WITH SAME ANCHORS. 38 iv" 12 1 r - ANCHOR SCHED " USED FOR STORM PANEL 1 Wi3"M 47 2" 12' 12'!N EMBED TENSION REACTION & 1/2"E.D. 66 12" 12" 12" 9" 9" 10"' 6" ' (REF DESIGN SCHEDULE) '; _ - I * 96 12' 12' 11' W. 8"" 6„ 6" 6" 5" EMBED ' ��r.�=-:� TENSION REACTION ND MIN. z - - �ir'�%i'' aci (REF DESIGN SCHEDULE) READ• N ANCHOR NOTES: 1/4-20 x 3/4" w w. c7 'c „s t 1) 1/4"TAPCONS SHALL BE BY ITW OR BY ELCO,AS LISTED IN APPROPRIATE ANCHOR SCHEDULE. u Ni V. EXISTING STUDS AT 12" a -' % 8 a ' -, z - -` "ELCO PANEU4ATE"ANCHORS MAYBE MALE OR FEMALE ONLY,AS ILLUSTRATED. GLAZING O.C.W/W.W.N. ,� -� -. ¢^ 2) ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS PER RESPECTIVE ANCHOR SCHEDULE. yg eg "a w r EDGE DLSTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO WOOD,'EXCEPT FOR S/IW AND 3/8` T s 9 SHEAR REACTION w Cu HANGER BOLTS. REFERENCE ANCHOR SCHEDULE FOR MINIMUM EDGE DISTANCE REQUIREMENTS FOR SHEAR REACTION (REF DESIGN a Ln THESE ANCHORS. $ G - SCHEDULE a w 3)-MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND ff p $ 8 ill (REF DESIGN SCHEDULE) NO MIN. ) � EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES, M$6 g _ SEPAR. STORM PANEL, E•� 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. EXISTING REQ'D ROLLED UP& 5) WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY-VARY. FIELD a rI 8a VERIFY THAT ANCHORS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,' t. $ x LEG DIR o Q ° CONN TYPE C3: GLAZING STORED INSIDE I •-- Q MAY BE m� ANCHOR PER - "SPDS" WHEN NOT INTO PLYWOOD. REVERSED EDGE `'" ANCHOR SCHED NOT IN USE " 6) ANCHORS FASTENED TO NARROW FACE OF STUD FRAMING SHALL BE LOCATED IN CENTER OF GeMWGIR3DIniNBLENNAAUOPE DIG ,^ STORM PANEL IN NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD O4—W DF-0004 PLACE WHEN IN USE FRAMING). WOOD STRUCTURE SHALL BE"SOUTHERN PINE'G=0.55,'SPRUCE-PINE-FIR'G=0.42,OR EXISTING HOST STRUCTURE _GREATER DENSITY. _ Pane BDALE: ) ANCHOR SCHEDULE APPLIES FOR ALL"SPDS° SECTION M7AXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM M ODUCTS ALLOWABLE SPANS AND PRESSURES INDICATED wTIFIED HEREI ,BUT ONLY PROVIDES nmE-DALTON PART 0317 n IN SPAN SCHEDULE SHALL APPLY. 3 MOUNTING SECTION 4 (OPTIONAL) 8) MACHINE SCREWS SHALL HAVE MINIMUM OFT/4"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE A PAN HEAD,TRUSS HEAD,OR WAFER HEAD SIDEWALK BOLT' U.N.O. 4 2 3"=1'-0° VERT SECTION 2 3"=1'-0` VERT SECTION 9) ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTIBLE.FOR USE. 10) DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAYBE USED FOR DIRECT MOUNT INSTALLATIONS. 1 t ° 1.. FRANK L BENN/1RD0,P.E. - - ReE0046549�'✓nn� ANCHOR SCHEDULE 2 ' ANCHOR SCHEDULE 3 �� �(((I���R 3/4"M1N EDGE DISTANCE 2"MIN EDGE DISTANCE 2-1/P MIN EDGE DISTANCE Z LL�IJ Spans Up To Spans Up To Spans Up To '. - ` - Spans Up To Spans Up To Spans Up To Spans UP To Spans Up To Spans Up To � 6m, ri LOAD 4'-0" 6,_D" .9�_D. ° r. 1�-+ .. LOAD 4'-0n 6'_D" 9'_D" 4'_D" 6'-0n 9.�n OP.A-Z O rn (psl) CONN TYPE CONK TYPE CONK TYPE rn f (psf) CONK TYPE CONK TYPE CONK TYPE CONK TYPE CONK TYPE CONK TYPE " LL W It a 4' :• - - _ ANCHOR _ Cl C2 C3 Cl C2 C3 Cl C2 tl •' _ ANCHOR Cl CZ C3 Cl C2 C3 Cl CZ C3 Cl C2 C3 Cl CZ C3 Cl CZ C3 lo—rn¢ Q 1/4"LAG SCREW WITH MIN 38 9" 9" 6" 6" 4" 4' 1/4"TAPCON(ELCO OR ITW) 38 12" 4" 12" 12 12 12" 12 B" 9" 9" 5" 6)U Q Ul l9 a _ 2-3/32'THREAD PENETRN. 47 7" 7" ' S" 5" '/ 3" Y' WITH 1-3/4'EMBED 47 12" L2' B" 9" 9" 5" 6" 6" 3" 12" 12" 10" il" 11" 6" a" B" 9" 2 Z y ca .� � .. THREAD 66 5" 5" 'i 4" 4" - (3320ps1 MIN CONC) 66 10" 10" 5" 7" 7" 4" 4" 4" 12" 12" 7" B" B" 5" 6" 6" 3" c01i No 3 W e �- iPENETRI 96 4" 4" �i!r,�y 3" 3" - q�.� 96 8" 8" 4" 5• 5„ 3" ,y` 4" 1D" 3D" 5" 7" T, 3" 6" 6" 3" -'WW IJiI 12.8 T' 3" 3" 3" q--'� 128 6" 6" 3" 5" 5" 3" B" 8" 4" 7" T' 3" , N m 3 1/4°TAPCON(ELCO OR TTW) 38 8" B" 3" 5" 5" 4" 4" - - 1/4"ELCO PANELMATE WITH 38 LZ" 12" 12"12" 12" 11'10 10 7" 12" 12" 12" 12" 12" 12" 12" 12' 9" O w OR S14 WOOD SCREW WITH 47 6" 6" 3" 4" 3" 3" 1-3/4"EMBEDMENT 47 12" 12" 12"12" 12" W. 8" 8" 6" 12" 12" 12" 12" 12" 11" Lw lO" 7" 1-1/2"MIN EMBED 11 5" 5" 3" 3" (MIN 3000psl CONC) 66 12" 12" 9" 9" 9" 6" 6" 6" 4" 12" 1P' 11" 11" 11" B" B" 8" 5" ~O g �® 96 4" 4" * 96 11" 11" 7" 7" 7" 4" fi" 6" 4" 12" 12" 9" 9" 9" 5" 8" 8" 5' ' 128 3" 3" 128 8" 8" 6" 7" 7" 4" 11" 11" 7" 9" 9" 1/4"IIW TAPCON SG WITH 38 11" IV' 12 7" 7" 10" 5" 5" 6" 1/4-20 ALL POINTS SOLID-SET 38 12" 12" 12"12" 12" 10" 12" 12" 7" 12" 12" IT- 12" 12" 11" 12" 12" 7" 1-1/2"MIN EMBED 47 9" 9" 12 6" 6" B" 4" 4" 5" - ANCHOR W/7/8"EMBED 47 12" 12" 12" 12" 12" B" 30" 10" 5" 12" 12" 12" 12" 12" 9" 12" 12" 6" 0 66 6" 6" 8" 4" 4" 5" 3" 3" 3" (MIN 3000psl CONC) fib 12" 12" B" 11" 11" 6" 7" 7" 3" 12" 22. 10, 12" 12" 6" 9" 9,, 4" V �c 96 5' S" 6" 4" 4" .3" 3" 3" W * 96 12" 12" 6" B• 9" 4" 7" 7" 3" 12" 12" 7" 10 to 5„ 9" 9" 4" z . LL 128 4" 4" 5" 4" 4" 3'. o: 12B 10" 10" 5" 9" 9" 4" 12" 12" 6" 10" 10" 5" Q E 0 3116'ITW SA MY SUPER 38 12" 12 12 8" B" 8" 6" 6" 5" , z 1/4-20 POWERS CALK-IN 3B 12" 12" 12" 9" 9" 8" 6" 6" 6" 12" 12"12" 1T` 12" 9" 8" 8" 6" o SCREW WITH 1-1/2°MIN 47 10" 10" 10" 7" 7"11 7" 5" 5" 4" 1Oi WITH 7/B"EMBEDMENT 47 10' 10 10' 7" 7" T' 5" 5" 4" 12" 12"11" 10" 10" 7" 7" 7" 5" J E ¢O ug - v EMBED 66 7" 7" 7" 5" 5" 5" 3" 3" (MIN 3000psI CONC) 66 7" 7" 7" 5" 5" S" 3" 3" 3" It- It" B" T' 7" 5" 5" 5" 3" m z a i c - 0 96 6" 6" 5" 4" 4" 3" 3" 3" 0.00 96 6" 6" S" 4" 4" 3" 3" 3" 3" 9" 9" 6" 6" 6" 3" 5. 5" 3" o O v K¢ OO ]jc 128 S' S. W. 4,� 4.� 3.. * 128 Sr 5.. 4.. 4„ 4�. 3n 7�. 7n 5n 6" 6" 3n W w g O w + 3 1/4°ELCO PANELMATE(MALE 38 12" 12" 12" 9" 9" 9" 6" 6" 6" , 1/4"ITW TAPCON SG OR SAMMY 3B 12" 12" 12" 12" 12" 9" 9" 9" 6" 12" 12" 12" 12" 12" 31" 10" 10' T' - j OR FEMALE)WITH 1-7/D" 47 il" 11' 11" W. B" 7" 5" 5" 4" ." SUPER SCREW W/MIN 13/4" 47 12" 12 10" 11 11" 7" 7" MIN EMBED fib B" B" B" 5" 5" 5" 4" 4" 3" EMBEDMENT(MIN 3295psl CDNC) 66 12 12" 7" 9" B" 5" 5" 5" 3" 12" 12" 10" 9" 9" 6" 6" 6" 4" m W 96 7" 7"- 6" 5" 5" 3" 4" 4" 3" �• - 96 10" 10" 6" 7" 7" 3" 5" 5" 3" 11" 31" 7" 7" 7' 4" 6" 6" 4„ e KK * 128 5' S. 5' S" 5" 3" 4" 4' 3" .« * 128 7" 7" S" 7". 7" 3" 8" B" 6" 7" 7" 4" 1/4°HANGER BOLT(MALE) 30 9" 9" 3" 6" 6" r ` W/2 1/2"MIN EMBED 47 7" 7" 5" 5" N✓ 3" 3" - - a &11/4'E.D. 66 5" 5" 1�y 4" 4" '% 3 1/2"MIN EDGE DISTANCE 41/2°M[N EDGE DISTANCE ' }EMBED J 96 4" 4" ,��� 3" 3" � Spans Up To Spans Up To Spans Up To Spans Up To Spans Up To Spans Up To ® 128 3" LOAD • W-O" 6'-D.1 9,_Dn 4'_Dn 6'_D" 9._D„ - 5/16 HANGER BOLT(MALE) 38 12" 12 12 32 12"11" B" B" 7" d (psf) CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONK TYPE W/2 1/2"MIN EMBED 47 12" 12" 12 10" 10" 9" 7" 7" 6" Cl C2 C3 Cl C2 C3 Cl C2Itl Cl C2 C3 Cl C2 C3 Cl C2 C3 B 1 1/4-E.D. 66 11" 11" 9" 7" 7" 6" S" S" 3" 3/8-16 POWERS CALK-IN 38 12' 12° 12" 12" 12" 12" 12" 12" 9" 12" 12" 12 12" 12" 12" 12"12" 11" * }EMBE01 96 9" fi" fi" 4" 5" 5" 3" W/1 1/4'EMBED L4712" 12' 12" 12"12" il" 12" 32" 7" 12" 12" 12" 12" 12" 12" 12"12" 9" 2 '� ® 128 7" 7" 6" 6" 6" 4" 5" 5" 3" (MIN 3000psl CONC) 12" 12" 12" 12"12" e" 9" 9" S" 12" 12" 12" " 12"3/8'HANGER BOLT(MALE) 38 12° 12" 12 12" 9" 9" 9. . 12" 12' " 11"1v 5" 9" 9" 5" 12" 12" 11" " " ' " 12" 6"W/3"MIN EMBED 47 12 12 12 !0" 10" 11" 7" 7" 7" 32" 12° 7" 11" 11" 5" 12" 12" 9" q 91 1/2"E.D. 66 11" 11 11 T' 7" 7" 5" 5" 4" u d d��6 �EMBEDi 96 10" 10" 8" 6" 6" 4" 5" S" 4" g� ®® ,8�6 * �I� 128 7" 7" 7" 6" 6" 4" 5" S" 4" a 3�i R ' .. ' LOPYNNIfaa1FRN0(LBBN0100 PE 04-WDF-0004 - _ PAGECRGCALE 4 OEBIPfION; WAYNEpALTON PART 031]4T] mEMEM®ININM®®%/ ®®®MEAMMM® NO ®®®MM®®®%%/. _ Ii71fuC 1 11-1/4'EMBED MEN®®%%iM92ON/W//."'//%i%// 0IAM/%i®®%///,NO///%%% ®MV///i99M%%i®®%// 9 E i®®%//FAIN''////%/%%///:V/// IaM%//.MMV///i%///.%/%%% � m®®MMERIA®® - ®®FAMM MONO i ® MM®MM®IMM%// SAMMY SUPER SCREW W1 m®®INFAINFAINFAIN ®®1MEMEMFAFAININ MIN 1114'EMBEDMENT mININFAINFAFAINFA® ®®FAINIA mININ®®®®INS® FAFA®INFA®®®® ANoiOR WITH MIN 7/8" m®®FAENEMFAININFA ®®EM®®ININININ EMBEDMENT mEMEMFAFAIN®®®® ®®INININ®FAIN®KmMMMMMMMMM - 1/4-20 POWERS CALK-IN m - MEN.MW//.FAIN%// MMMMMMMM%// :.. m®®®®®%O.®m%///. ININmmm%mmm FAIN%%i%///."%/%%% FAIN-'////FAIN%%V,/////%/% MIN I I/Ir EMBED soV/%V///,F/%%/G,W//,w/%///.%/%%%i miammm®®®%/G. Km%///:'%//%///:'%//%///.,'///0ON/////.%O IN®®KmM®%%%///."%% EMEMMEM m%//i%///,.WE %/%%//i%///."%%i0 ®®®EMEM®ININ%/// m%%//%//%/%%%i%/%%%/%///.%/%%/ �sHim MIN 1114'EMBEDMENT �EmFm - mmmmmmmmm%% ®%%%%/l ®®®®®M%///%1////%/% i PROJEC 1 NAME: ADDRESS: 3�5 Lam- � (U PERMIT# PERMIT DATE: I LARGE ROLLED PLANS ARE IN: BOX SL®T . Data entered in MAPS program on: BY: c q/wpfiles/archive DIVISION 3 PERRY/KOZLOWSKI HOUSE CONCRETE COTUIT,MA SECTION 03010 - CONCRETE CAST-IN-PLACE CONCRETE CONCRETE FOOTINGS & PIERS: Concrete footings for walls and piers will be of sizes shown on plans: Wall footings will have keyway and continuous #4 reinforcing bars, number of bars as indicated on foundation details. Column footings will have #4 reinforcing bars at 12" O.C. each direction. Compressive strength of concrete will be 2,500 PSI or as required in the building code. Set footings on level, unfrozen base of undisturbed, or thoroughly compacted soil. Concrete piers at columns will be formed in shape and 'size as indicated with pre-fabricated r "Bigfoot" or equal forms. Set tops at:heights indicated_ Provide vertical reinforcing & custom post base as specified. Height of piers and placement of post bases are critical. Contractor may choose to set up posts before pouring piers to ensure accurate placement. CONCRETE WALLS: _ .. Walls will be poured in place concrete, 10" thick or as noted on the Drawings, with (2) #4 reinforcing bars horizontally at top of walls and other reinforcing noted on the drawings. Provide openings, drops, haunches, sleeves, stone shelves, anchors and items as required for the construction. Provide 1/2" dia. sill anchor bolts"at 4'-0" O.C. and not more than 12 from corners. Foundation Insulation: See Div. 7—Thermal & Moisture Protection. ' CONCRETE SLABS: Compact.fill materials as described in DIVISION 2, Compaction.•Provide min. of 6" of 1" crushed stone under all new concrete floor slabs. Provide 6 miL polyethylene vapor barrier, under all new slab areas. Slab concrete to be 3,000-psi mix and it shall be poured continuously imeach slab area so there-are no cold joints. Slabs to have smooth trowel finish., , All slab.areas to have 6x6- 10/10 WWF reinforcing. x CURING: Begin initial.curing as soon asjfree writer has disappeared from exposed surfaces. ,.Where possible, keep continuously moist for not less than 72,hours. END 30 DIVISION 4 PERRY/KOZLOWSKI HOUSE MASONRY COTUIT,MA a r SECTION 2516—STONE STEPS ON COMPACTED STONE DUST BASE STONE STEPS: Steps to be bluestone slabs 6"thick x l 6" wide x full length as shown in drawings. Exposed edges/faces to be thermally finished. Stones are to be evenly grained and uniformly colored. INSTALLATION: Base for steps is to be 12" thick min. bed of 1" crushed stone, compact to 97% dry density, w/ 3"to 6" thick stone dust laying bed.- Compact sub grade to 97% max. dry density. Stone dust to be thoroughly wetted during compaction. Notify architect to review layout before installation. END 34 DIVISION 5 PERRY/KOZLOWSKI HOUSE METALS COTUIT,MA SECTION 05120 - STRUCTURAL STEEL Codes and Standards: AISC "Code of Standard Practice for Steel Buildings and Bridges"; AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings" including "Commentary"; AWS "Structural.Welding Code"; comply with applicable provisions except as otherwise indicated. { y Provide the following commonly available framing items as noted on drawings and any others required for the completion of the work. All exposed items to be galvanized unless specified otherwise. Galv. Sill Bolts— 1/2" x 12 Lag Bolts—in sizes &,material noted in the details Galy. Joist Hangers - Sizes as shown or required. y w` Galy. Twist & Tie Straps -Sizes as shown or required. Galy. Hurricane Anchors/Clips Galy. Post Bases & Post Tie-down Connectors Steel Beams - Sizes as indicated. Plain primed steel —not galvanized. High Strength Steel Posts- Sizes as indicated. Custom Stainless Steel Post Bases ' Custom Stainless Steel Railings w/ SS Wire Custom Stainless Steel Beam Connectors. Custom Stainless Steel Chimney Cap ` -See Sections, Framing Plans, Holdown Schedule and Exterior Details for Typical locations?and types of connectors. F A continuous load path capable of resisting wind uplift forces shall,be provided from the roof structure to the foundation. Install so that all rafters are connected to wall framework and so that all porches and house (or garage) framework is positively and securely connected to the concrete foundations and piers. a r a Touch-up prime paint after erection..Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop. s STRUCTURAL NOTES: This project is located in Zone 2 and'is designed to meet 1.10 mph wind loads and shear. A continuous load path capable of resisting wind uplift forces shall'be provided from the roof structure to the foundation. (See Div. 6 —WOOD & PLASTICS) Sill Anchors In n_ew founds ion wall provide 1/2" dia. x 12" length sill.anch6r`bolts_4'O O.C.'and..not.more-than 12"-from corners. Extend bolts a.minimum of 7" into concrete. Nuts &washers shall not be counter sunk into first sill plate and shall 'be exposed. Bolts shall be high enough to allow full-engagement of nut. k 35 DIVISION 5 PERRY/KOZLOWSKI HOUSE METALS COTUIT,MA Sheathing Apply exterior sheathing'so it fully connects the box frame construction and provides continuous connection of building frame to foundation. Avoid horizontal joints in sheathing within 12" of sill, second floor rim joist or second floor wall plate. Sheathing shall fully lap and connect to sill. (Alt. Provide approved galvanized steel connectors in lieu of lapped sheathing connection.): Bottom of wall Use 2x6 sill plate and lap plywood a minimum of 16" onto stud. Use (4) 8d nails into stud and 8d nails at 4" on center into sill plate. Stud to stud at floor levels Lap plywood a minimum of 16",onto the,stud above and to the stud below at each floor level. Use (4) 8d nails into each stud and two rows at 4" on center into the rim board. Top plates to studs Use double top plate and lap plywood a minimum of 16" onto stud. Use (4) 8d nails into stud and 8d nails at 4" on center into each top plate. Fasteners Provide fasteners for structural'members as required in 780 CMR Table ' 5602.3 of the Massachusetts State Building Code 7� Edition or as specified by the Engineer.' 8d deformed nails shall be used for attaching plywood to framing as noted below.:Block out webs solid;at Wood I Joist and Steel I r ,Beams where hangers are installed., Roof sheathing shall be"5/8".plywood.at ma6T roof_and fastened as follows: . 4.. Use 8d nails at-6 o.c.along all plywood edges . Use 8d.nails at-12"o:c. at all intermediate members. When within 48" of shed end wall, use4;4"o.c.,f6r nailing plywood edges and tb"o c`for,intermediate members. Exterior wall sheathing shall be 1/2" exterior plywood sheathing and be fastened'gs follows: Use 8d nails at 3"_o:c.'a_I_ong all panel edges for all ext first floor walls. Use 8d nails at-.12',o.c. at;bil intermediate members. .,Use structural adhesive`to adhere plywood at all shear'panel designations _ .. . - Use Simpson hold-downs HDSA and HDBA as shown in the Windload Bracing Diagrams. r Floor Joist Framing Provide-bottom flange hanger with minimum capacity of 660 lbs. Rafter Tie-Downs Provide Simpson clips and tie downs. Double LVL ,Provide Simpson U210-2 hangers. Joist on Steel Beam _. Provide continuous 2x_ plate on-top of beam, connection-with •1/2" dia thru bolts at 48" O.C. Post Caas Use Simpson CC Series Post Caps or equal, t 36 ,' f DIVISION 5 PERRY/KOZLOWSKI HOUSE METALS COTUIT,MA Holdown Connectors Refer to°Shear plans for Simpson holdowns &straps SPECIAL METALS . Stainless'Steel Railing: To be cold rolled ornamental grade SS handrail pipe, 1.315" outside diameter, .148" thickness, type 304 w/ #4, 180 grit, satin finish as supplied by Julius Blum. All joints to be welded and ground smooth. Fabricate with attachment plates of same material and finish pipe rails. Railing Wire: Wires/ connections to be 3/16" stainless steel wire Cable-Rail by Feeney. Assembly to have threaded terminal fitting pre-attached to one end with a field installed Quick Connect SS fitting for the other end. Provide SS dome style end'caps and other parts required for a ' complete installation. Stainless Steel Beam Connectors and Post Bases: Fabricate using 1/4" thick, type 316 Stainless Steel plate w/ edges, corners and welds ground smooth. Pre-drill connection holes as,shown on the plans. Use Stainless.Steel fasteners as shown. Finish to be 120 grit. Stainless Steel Chimney Cap: Fabricate according to the drawings using '/A" and 1/2" thick SS plate. All cut edges, corner, and welds to be ground smooth. Finish to be 120 grit. END s • . 37 , • 's DIVISION 6 PERRY/KOZLOWSKI HOUSE WOOD & PLASTICS COTUIT,MA SECTION 06100 ROUGH CARPENTRY The General Contractor will coordinate all framing with placement of electrical, mechanical and plumbing items as noted on the plans and interior elevations_. The Contractor will furnish ' all rough hardware, such as nails, bolts and hangers. , STRUCTURAL NOTES: ' Wind Specifications Continuous Load Path _ __ �` t 1. Use Simpson-LSTA24-ridge straps fastened to top of opposing rafters over all ridges. 2. Use Simpson H2.5A-at_each rafter to double top-plate of wall connection. Use Simpson A U series post bases (or equivalent fabricated_base) at.all exterior and screened porch posts. Use Simpson LMSTC28 to.fastten each face of.structural ridge beams to face of supporting`post. 3. Top plates to wall studs: Use double top plate and"lap plywood a minimum of l6'_'.onto.stud . below. Use (4).8d nails into.stud.and.8d nails at-4".on,center iI'to,top plate? 4. Stud to stud at floor levels: Lap plywood a minimum of-16-onto the stud,above and to t_he s d below_at each.floor level! Use (4) 8d nails into each stud and two rows at 4" on center into the rim board. Alternate: Use CS20.with`(5)•8d nails into upper and.lo"% rstud? 5. Headers: �Use_LSTA12,strap at each.eind:dhcl on each face:of.all:door.and-window headers (spanning more than'6'=0',',:This includes continuous headers over ganged or multiple window or door units in a series. However, requirements only apply to ends of header and not intermediate supports. kr 6. Bottom of wall to foundation sill plate: Use pressure treated sill plate and lap plywood a minimum of 16" onto stud above. Use (4) 8d nails into stud and 8d nails at 4"on center into sill plate. 7. Anchor sill to foundation wall with 1/2" diameter anchor bolts at 48" on center. See shear wall drawing and schedule for additional shear wall foundation anchors and post anchorage for posts in exterior walls. Roof and Floor Sheathing _1. Roof sheathing shall be minimum 5/8 T&G plyw-`ood nd fastened as follows: a. Use 8d nails at 6"-'oncenter along all plywood edges. b. Use 8d nails at, -on,center at all intermediate members. c. When within 48"of a roof edge,use 8d nails at 4"'on-center along plywood edges and " b'-on,center-at,all intermediate members. r � F' 2. Floor sheathing shall be 3/4"T&G plywood glued and fastened as follows: a. Use 8d nails af`6"`on-center along,all plywood edges. b. Use 8d nails if l 2'.'.on,ce`nter at all intermediate members. Exterior Walls 1. All new exterior wall stud shall be 2x6 S.P.F#2.or better studs at 16"on center. Use full height studs at all cathedral ceiling spaces. 2. All exterior wall sheathing shall be 1/2" exterior plywood.' See the attached shear. wall drawing for location of specially designated shear panels, schedule for sheathing nailing,end anchorage, and other typical shear wall construction notes.fAt all locations where a window occur within a shear wall or an opening is less than 48"from:a corner,cut plywood in 'L'shapes around the door/window opening.,Extend,each leg of plywood a minimum of 16" beyond corner of opening., 4 x 38 DIVISION 6 '� PERRY/KOZLOWSKI HOUSE WOOD & PLASTICS COTUIT,MA LUMBER: BEAMS AND COLUMNS: + Provide beams of laminated veneer lumber (LVL) or multiple joist or rafters as.indicated on the plans. Provide PSL (parallel strand lumber) and built-up 2x columns as shown on the plans. Beams of 3 or more 2 z members are to be fastened with f2d nails 8"-dii.center top and bottom of each successive layer. Beams of 2 LVL's or joists are to'be.fastened with-12d'nails 8`on_6enf' r'.top and bottom or as = recommended by the manufacturer. Beams of 3 or more LVL's are to be bolted:t6gether'24" on center, alternating top and bottom. Exposed Cedar Beams and Posts for Exterior Porches.Etc.: To be of clear, smooth surfaced Western Red Cedar, dimensions as noted on the plans. All edges to be square (not rounded). Note that 4x4 clear cedar,stock often comes with rounded edges unless specifically ordered otherwise: Cedar stock to be carefully moved and stored to preserve clean and even edges. Use red cedar at the following locations: Entry Porch: Posts & beams and exposed rafters & ledger at center portion. Screen Porch: Post & beams and exposed rafters. Screen frames and door to be M made from Sapele Mahogany.' FRAMING LUMBER: R Rough carpentry lumber will bear the visible grade stamp of a certified agency,and will be graded in accordance with established grading rules. Use standard details for bearing, ' blocking, bridging and connections unless otherwise detailed. Structural light framing to be #2 Kiln dried (KD) SPRUCE or HEM FIR as noted. All interior framing to be 2 x 4's at 16"o.c.,°unless otherwise indicated. Exterior walls to be 2 x 6's at 16"o.c., unless otherwise indicated;Provide double studs 6t.a113 end wall conditions. Provide jacks and headers at all doors and windows. For sound isolation 2x6 walls use 2x6 top & bottom plates and staggered.(not touching) 2x4' studs 16" on center on each side. Concealed Structural joists: will be the silent floor system, 9 1/2" TJI's PRO Seriesas man:`byl Truss Joist MacMillan, spacing and'# series as indicated on the drawings Any substitutions' must be approved by the Architect prior to installation._ Headers and beams at flush-framed areas are to be LVL's to,'iatch depth dimension of the joists. Concealed Structural Rafters to be�2 0- z_8, or 2,x.6 (as indicated on plans) #2 KD SPRUCE, or HEM FIR,at spacing indicated on the plans. Pressure Treated Structural Lumber: to be southern yellow pine, sizes as indicated on drawings. Use pressure treated lumber at the following locations: Any sills, joists,'or nailers in contact with concrete. Non-structural studding to be 2 x 4's KD species SPF at, 16" o.c.,unless otherwise indicated. 39 f DIVISION 10 PERRY/KOZLOWSKI HOUSE SPECIALTIES COTUIT,MA LOUVERS AND VENTS EXHAUST VENTS: to be carried.through sidewalls as indicated on the drawings or placed in inconspicuous locations. All vent locations to b cleared with the Architect or Owner before installation. All vent caps to have back-draft dampers and are to be aluminum. Stove and dryer vent piping to have galvanized sheet metal or aluminum ducting. Interior surfaces to be smooth, not corrugated. _ Bath vents may have'expanded wire/plastic ducting. i TOILET AND BATH SPECIALTIES TOWEL BARS, HOOKS AND TOILET PAPER HOLDERS: To be supplied by the Owner and installed by the Contractor as part of this contract. Install at locations shown on the plans. Guest Bath: 2 towel bars, 1 toilet paper holder, 2 hooks. 2"d Floor Bath: 2 towel bars, 1 toilet paper holder, 3 hooks. Lay.: 2 towel bars, 1. toilet paper holder, 1 hook. M. Bath: 2 towel bars, 1 toilet paper,holder, 4 hooks MIRRORS: , Provide and install 1/4" frameless mirrors, sizes and'locations as indicated'on the drawings. All edges to be polished. Any joints in the mirrors will be approved by Architect or Owner before fabrication. FRAMELESS TEMPERED GLASS SHOWER PANELS & HARDWARE: Hardware to be as man. by C.R. Laurence Company, Geneva Series mounting plates and hinges, Bright Chrome finish. Provide wall mount attachments as shown on the drawings. - t, Provide back to back C.R. Laurence "U"pulls, BM Series. Panels to be 3/8" tempered clear glass w/ polished edges. CABINET & DRAWER PULLS: To be decided and purchased under Allowances. , SCREEN PORCH PANELS: To be as manufactured & distributed by Connecticut Screen Works (203-74l'-0895). Frames to be FRM1716E extruded section,Anodized alum. finish, w/mitered corners & screening to match,screening on Marvin windows and doors. Screen panels to be held in place w/ 1" #10 pan head, square drive SS screws. Install screws through:.face of extrusion into wood screen frame in symmetrical pattern. Minimum 2' on center and min. 8".from corners. Fit screens to rabbetted edges of porch "structure as shown in the drawings. t. 67 Perry House . Cotuit, MA Column Schedule Mark Size/Type _-. C1 .2-2x6 C2 3-2x6 C3 2-2x4 ~ C4 . 3-2x4 C5 4x4 PSL or #1 OF Post C6 4x6 PSL or#1 DF Post C7 6x6 PSL or #1 DF Post " C8 4x4 P.T. Post C9 H553-1/2x3-1/24/4 Tube C9 (Alternate) 1,155371/24/4 Pipe C10' ' 13.5";Diameter Lally - .: - . Perry House Cotuit, MA Description ° Span b d+ Load Moment Shear fv fb _ Defl. .Member Size. First Floor Framing - Joists Floor Joist 1FJ-1's . 11.50 1.75 9.50 73.00 1206.78 361.96 0.23 Use 9-1/2"TJI 110's at 16 o.c.. Floor Joist 1FJ-2's 14.00 1.75 9.50 73.00 1788.50 453.21 0.49 Use 9-1/2"TJI 110's at 16"o.c. First Floor Framing Beams r Floor Beam 1FB-1 See attached analysis sheet for loading,stresses and optional sizes 3-1.75x9.5 LVL'.s Floor Beam iFB-2 See attached analysis sheet for loading,stresses and optional sizes 2-1.75x9.5 LVL's- Floor Beam iFB-3 See attached analysis sheet for loading,stresses and optional sizes 3-1.75x9.5 LVL's Floor,Beam iFB-4 See attached analysis sheet for loading,stresses and optional sizes 4-1.75x9.5 LVL's Floor Beam 1FB-5 See attached analysis sheet for loading,stresses and optional sizes 371.754.5 LVL's - Floor Beam 1FB-6 See attached analysis sheet for loading,stresses and optional sizes 3-1.75x11.875 LVL's Floor.Beam 1FB-7 10.00 5.25 9.50 660.00 8250.00 2777.50 83.53 1253.66 0.21 3-1.75x9.5 LVL's ' 3 Floor Beam 1FB-8 9.00 3.50 9.50 495.00 5011.88 1835.63 82.81 . 1142.40 0.15 2-1.75x9.5 LVL's Floor Beam 1FB-9 See attached analysis sheet for loading,stresses and optional sizes 3-1.75x9.5 LVL's Floor Beam 1FB-10 12.00 5.25 11.88 1030.00 18540.00 5160.73 124.17 1803.08 0.35 3-1.7541.875 LVL's Floor Beam IFS-11 11.50 5.25 11.88 1030.00 17027.19 4903.23 117.97 1655.96 0.29 3-1.75x11.875 LVL's Floor Beam 1FB-12 9.00 3.50 9.50 425.00 4303.13 1576.04 71.10 980.85 0.13 2-1.75x9.5 LVL's Floor Beam 1FB-13 10.00 ' 3.50-. 9.50 575.00 7187.50 2419.79 109.16 1638.31 . 0.27 2-1.75x9.5 LVL's Basement Door and Window Headers ' Header OHD-1 3.50 1.75 9.50 975.00 1492.97 934.38 84.30. 680.61 0.01 : Use 1.75x9.5 LVL.,, Perry House ' Cotuit, MA Description Span b d: Load Moment Shear fv fb, Defl: Member Size Second floor Framing - Joists Floor Joist 2FJ-1's 13.50 1.75 9.50 73.00 1663.03 434.96 0.43 Use 9-1/2" TJI 110's at 16"o.c. Landing Joist 2FJ-2's 4.50 4.00 2.00 290.00 734.06 604.17 ' 113.28 3303.28 0.03 Use 4x2xI/4 Tubes Floor Joist 2FJ-3's 14.00 1.75 9.50 73.00 1788.50 453.21 0.49 Use 9-1/2"TJI 110's at 16"o.c. First Floor Ceiling Framing Ceiling Joist ICJ-1 6.00' 1.50 5.50 _ 20.00 90.00 50.83 9.24 142.81 0.02 2x6's SPF at 16"o.c. Ceiling Joist ICJ-2 16.00 1.50 9.25 20.00 640.00 144.58 15.63 359.04 0.21 1 2x10's SPF at 16"o.c. Second Floor Framing -`Beams. Floor Beam 2F8-1 4.50 1.75 9.50 135.00 341.72 196.88 17.76 155.78 .0.01 Use 1.75x9.5 LVL Floor Beam 2FB-2 See attached analysis sheet for load ing,•stresses and optional sizes 2-1.75x9.5 LVL's Floor Beam 2FB-3 11.50 3.50 9.50 405.00 6695.16 2008.13 90.59 1526.08 0.34 2-1.75x9.5 LVL's Floor Beam 2FB-4 13.50 3.50 9.50 •145.00. 3303.28 86346 38.98 752.94 0.23 .2-1.75x9.5 LVL's Floor Beam 2FB-5 4.00 3.50 9.50 495.00 990.00 598.13' 26.98 225.66 0.01 2-1.75x9.5 LVL's Floor Beam 2FB-6 See attached analysis sheet for loading,stresses and optional sizes 4-1.75x9.5 LVL's Floor Beam 2FB-7 See attached analysis sheet for loading,stresses and optional sizes 3-1.75x9.5 LVL's Floor Beam 2FB-8 8.50 5.25 9.50 575.00 5192.97 1988.54 59.81 789.12 0.09 3-1.75x9.5 LVL's First Floor Door and Window Headers - • Typical Header 1HD-1 3.50 3.00 6.00 �- 180.00- 275.63 225.00 1875 183.75 0.01 2-2x8's SPF(Cut,to Fit) Header 1HD-2 3.50 4.56 5.50 695.00 1064.22 897.71 54.41 562.89 0.03 '.' 372x6's SPF Header 1HD-3 10.75 5.25 9.50 360.00 5200:31 1650.00 49.62 790.23 0.15 Use 3-1.75x9.5 LVL's** Header 1HD-4 See attached analysis sheet for loading,stresses and optional sizes 3=2x8's 5PF** Header 1HD-5 See attached analysis sheet for loading,stresses and optional sizes Use 2-1.75x9.5 LVL's **Support each end of header on double jack studs Perry House Cotuit, MA Description. Span b d Load , Moment, ,Shear' fv fb Defl. t Member Size' Roof Framing - Rafters ' Rafter RJ-1's 9.00 1.50 9.25 90.00 911.25 335.63 36.28 511.21 0.10 2x10's SPF at 24"o.c. Eyebrow Rafter RJ-2's See attached analysis sheet for loading,stresses and optional sizes 2x6's 5PF at 16"o.c. Dormer Rafter RJ-3's 7.50 1.50 5.50 60.00 .421.88 197.50 35.91 669.42 0.15 2x6's SPF at 16"o.c.. Rafter RJ-4's " 10.00 1.50 9.25 90.00 1125.00 • 380.63 41.15-. 631.12 0.15 . 240's SPF at 24"o.c. ` Rafter RJ-5's 6.00 1.50 7.25 90.00 405.00 215.63 29.74 369.85 0.04 2x8's SPF at 24"`o.c. Rafter RJ-6's 13.00 3.50 9.25 110.00 2323.75 630.21 29.20' 558.69, 0.22 4x10's Fir at+/-24"o.c: Rafter RJ-7's 6.00 1 3.50 1 7.25 1 110.00 495.00 263.54 15.58 193.73 0.02 4x8's Fir at+/-24"o.c. Rafter Tail RJ-8's See attached analysis sheet for loading,stresses and optional sizes 2-2x4's SPF at 24"o.c. Roof Framing - Beams . r Ridge Beam RB-I 12.50 3.50 11.88 405.00 7910.16 2130.47 76.89 1153.94 0.24 2-1.7541.875 LVL'.s Ridge Beam RB-2< 14.50 3.50 11.88 405.00 10643.91 -2535.47 91.51 1552.74 0.43 2-1.7541.875 LVL's' , Roof.Beam RB-3 7.50 3.00 9.25 205.00 1441.41 610.73 33.01 404.31 0.05 2-240's SPF Roof Beam RB-4 14.50 3.50 9.50 205.00 5387.66 1323.96 59.73 1228.05 0.43' 2-1.75x9.5 LVL's. Roof Beam RB-5. 4.00 1.50 9.25 205.00 410.00 251.98 27.24' 230.01. 0.01 2x10 SPF Roof Beam RB-6 See attached analysis sheet for loading,stresses and optional sizes. ' n, 2-2x10's SPF.` Roof Beam RB-7 See attached analysis sheet for loading,stresses and optional sizes 2-2x10's SPF Roof Beam RB-8 See attached analysis sheet for loading,stresses and optional sizes 2x10 SPF Ridge Beam RB-9 15.00 3.50 11.88 405.00 11390.63 2636.72 95.16 1661.67 0.50 2-1.75x11.875 LVL's Ridge Beam RB-10 16.00 3.50 11.88 405.00 12960.00 2839.22 102.47 1890.61 0.64 2-1.75x11.875 LVL's Ridge Beam RB-11' 19.50 3.50 14.00 405.00 19250.16 3476.25 106.42 2020.42 0.87 2-1.75x14 LVL's Ridge Beam RB-12 11.00 3.50 11.88 405.00 . 6125.63 1826.72 65.93 , 893.61 0.14` 2-1.75AL875 LVL's Roof Beam RB-13 8.50 3.00 9.25 290.00 2619.66 1008.96 54.54 734.64 0.12 `' ""'° 2-240's SPF x '" Roof Beam RB-14 See attached analysis sheet for loading,stresses and optional sizes 3-240's SPF, Roof Beam RB-15 5.50 3.50 7.25 415.00 1569.22 890.52 52.64 . 614.15 0.05 4x8 Fir t Roof Beam RB-16 11.00 3.50 9.25 180.00 2722.50 851.25 39.44 654.56 0.18 4x10 Fir Roof Beam RB-17 17.00 5.25 11.88 360.00 13005.00 2703.75 65.05 1264.78 0.49 3-1.75x11.875 LVL's Roof Beam RB-18 8.00 5.25 9.50 , 450.00 3600.00 1443.75 43.42 547.05 0.06 3-1.75x9.5 LVL's' Second Floor Door and Window Headers Typical Header 2HD-1 3.50 3.00 7.00 270.00 413.44 315.00 22.50 202.50 0.01 2-2x10's.SPF(Cut to Fit) Header 2HD-2 3.50 5.25 4.50 205.00 313.91 281.88 17.90 212.59 0.01 3-1.75x4.5 LVL's Header 2HD-3 See attached analysis sheet for loading,stresses and optional sizes 3-1.75x4.5 LVL's** Header 2HD-4 3.50 1 3.00 1 4.50 215.00 329.227 295.63 32.85 390.19 0.02 2-2x6's SPF(Cut to Fit) Header 2HD-5 See attached analysis sheet for loading,stresses and optional sizes 3-2x8's SPF **Support each end of header on double jack studs °FIME T°� Town of Barnstable ti yP °� Barnstable Historical Commission * 200 Main Street, Hyannis, Massachusetts BARNSTABLE, * \ y MASS. $ (508) 862-4786 Fax (508) �pA 1639• www.town.barnstable.ma.us rFD MAC p �o =r Linda Hutehenrider, Town Cleric -� 367 ain Street, Hyannis, MA 02601 70 Thomas Perry, Building Commissioner , 200 Main Street, Hyannis; MA 02601 Attorney Michael Ford PO Box 665, West Harwich, MA 02671 Re: DECISION 1. of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7 finding that the property referenced below on an initial basis that the property is a significant property and referred the application to a public hearing. Location: 35 Little River Road, Cotuit; Assessors map and parcel: 055003 Date application submitted: March 11"2009 The Historical Commission considered the above referenced application at their duly noticed meeting of March 17, 2009. At that meeting, the owners were represented by Attorney Michael Ford. The Historic Inventory on the property states that the oldest portion of the building was constructed in 1832. The original house is a half Cape Cod cottage, one and a half story house with ells added, according to the applicant, in 1890, and three sections in the 20thC. The house is significant for its connections to the ship building industry; it was built by Frederick Ames for one of the Handy brothers who were building ships across the way. It is also associated with famous people including author John P. Marquand. At the meeting, the Commission found on an initial basis that the building is a significant building and voted to hold a public hearing on the application for demolition of the main building at 35 Little River Road. i.No demolition in part or all of the building should be done at this time. j Present and voting to refer the application for demolition to a public hearing were: Barbara Flinn, Ch., Nancy Shoemaker, George Jessop,AIA, Marilyn Fifield, Jessica Rapp Grassetti, and Leonard Gobeil. Absent: Nancy Clark Sincerely ` L Barbara Flinn, Chairman -March 19, 2009 } � 4 T f+� 1 l� l.�- A i 7 i 4 f «�� �M Town of Barnstable oFTHE r Regulatory Services o� Thomas F.Geiler,Director IARNSTABLE. : Building Division MASS v 1639n. `0$ Thomas Perry,Building Commissioner m 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038. Fax: 508-790-6230 November 16, 2009 Joyce C. Ginouves, President The Historical Society of Santuit & Cotuit 1148 Main Street P.O. Box 1484 Cotuit, Massachusetts 02635 RE: 35 Little River Road Dear Ms. Ginouves, Thank you for your letter regarding demolition of the main house at the above mentioned address. Since both of these structures are over seventy-five years old, approval from Historic Barnstable and possibly the Cape Cod Commission will be required. If you have additional questions or need further assistance from this office, please do not hesitate to contact me. Sincerely, Thomas Perry, CBO Building Commissioner �StORICgL S - ` T4� 0f M UISTABLE ti ITS 12 2� 01 �T AT 8t G THE HISTORICAL SOCIETY OF SANTUIT & COTUIT November 5, 2009 Mr.Tom Perry Building Inspector Town of Barnstable 200 Main Street `Re: 35 Little River RoadF Dear Mr. Perry: Please notify the Historical Society if a building permit application and/or permit for demolition of the main house at 35 Little River Road, Cotuit,Map and Parcel 053003. We note that demolition and reconstruction of one of the two houses located on this lot requires approval of the Zoning Board of Appeals. We are making an appeal to you to save the oldest part of the historic Handy House. > o-r� Very truly yours, e 7 S '94 1� ce /Gino u.�E s, President C: D .James Gould, Historian THE HISTORICAL SOCIETY OF SANTUIT&COTUIT 1 148 MAIN STREET-P.O.BOX 1 484 -COTUIT,MASSACHUSETTS 02635 508.428.0461 WWW.COTUITHISTORICALSOCIETY.ORG COTUITHSSC@VERIZON.NET °FtME"T°� Town of Barnstable Barnstable Historical Commission * BARNSTABLE, 200 Main Street, Hyannis, Massachusetts y MASS. g (508) 862-4786 Fax (508) >6�725 Cl!' �Slf�W �A 1639: �� www.town.barnstable.ma.us rED MA'S A r �o Linda Hutchenrider, Town Cleric —+ 367 am Street, Hyannis, MA 02601 Thomas Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 Attorney Michael Ford PO Box 665, West Harwich, MA 02671 Re: DECISION 1. of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7 finding that the property referenced below on an initial basis that.the property is a significant property and referred the application to a public hearing. Location: 35 Little River Road, Cotuit; Assessors map and parcel: 053003 Date application submitted: March 11 2009 The Historical Commission considered the above referenced application at their duly noticed meeting of March 17, 2009. At that meeting, the owners were represented by Attorney Michael Ford. The Historic Inventory on the property states that the oldest portion of the building was constructed in 1832. The original house is a half Cape Cod cottage, one and a half story house with ells added, according to the applicant, in 189.0, and three sections in the 20thC. The house is significant for its connections to the ship building industry; it was.built by Frederick Ames for one of the Handy brothers who were building ships across the way. It is also associated with famous people including author John P. Marquand. At the meeting, the Commission found on an initial basis that the building is a significant building and voted to.hold a public hearing on the application for demolition of the main building at 35 Little River Road. No demolition in part or all of the building should be done at this time. Present and voting to refer the application for demolition to a public hearing were: Barbara Flinn, Ch.,Nancy Shoemaker, George Jessop, AIA, Marilyn Fifield,Jessica Rapp Grassetti, and Leonard Gobeil. Absent: Nancy Clark Sincerely Ile, : Barbara Flinn, Chairman March 19, 2009, + E} -Y1 Town of Barnstable 200 Main Street Hyannis MA 02601 Tfn0 11 b Notice of Intent to Demolish or Move an Historic Building/Structure is Building/Structure located in a Local or'Regional Historic District: YES NO X If YES, Protection of Historic Properties Bylaw does not apply and it is not necessary.to fill out the remainder of this form. PRINT IN INK Date of Application: 3/10/2009 Building/Structure Address: 35 Little River Road, Cotuit, MA 02635 Number/Street ,Town,; State Zip Assessor's Map#: 053 Assessor's Lot#: 003 Is Building/Structure listed on the National Register of Historic Places.or on a pending list with the _ National Register of Historic Places: YES' NO X How old is the Building/Structure:'The Town Assessors shows the date of construction to be 1890. An inventory on file suggests that the original yr of construction is 1832, South Sitting Room added 1952, West Ell with Kitchen.&,bedr`oom added 1968 How is the Building/Structure Occupied: Single Family Dwelling Number of Stories:-1 1/2 Architectural style of Building/Structure, describe if not known: Cape Cod Material of Building/Structure:Wood.Frame Is this Building/Structure associated with one.or more historic events or persons. Please list- event, description or names; (There is an inventory on file with the Barnstable Historic Commission. Applicant has also attached a narrative.)See Attached. Type of Building/Structure and proposed work: Demolition -residential single family dwelliriq to be constructed Explanation of the proposed use to be made of the site: Continued use as a Residential Sin' lea Family Dwelling Zoning District:RF, AP Overlay, Fire District: Cotuit Fire+Dis-i S t __0' Applicant's Name: Arthur Perry Jr&Judith,Kozloski Address: C/O Michael D. Ford' Esq., 72 Main Street PO Box 485 W. Harwich MA 71 N ti Number Street -Town State Zip -q Owner's Name:(Same as the applicant) c Address:(Same as above) Number Street Town State Zip Contractor-Undetermined LL Address: . 6. t Number Street Town State Zip Program of Lot and Building/Structure with dimensions:Please find attached the following: ,Town Form-35 Little River,Road Ivlemo;,Town assessment information from database;Pictures of House (4)total. - `Name Michael D. Ford, Esq./Attorney,for Applicant t Oct Ce Town of Barnstable ,.11 g" Gvpircv G umnrlis from u'.-I[dn[t HARNsrADLZ Regulatory Services Fee A i63q `0�` Thomas r.Gciler,Director , Building Division �✓ Tom Perry,CBO, Building Commissioner t7 200 Main Strect, Hyannis, MA 02601 www-Lo W n.bar11Slab l c.I11a.uS Office: 508=862-4038 1<tx: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAI-,QNI.,Y Nol Valid►vidroul Red X-Pass lnnprirtr. Map/parcel Number y ( Property Address C v t \/ Residential Value of Work Miuirnuur fee of$25.00 for work under $6000.00 Owner's Name&Address . Contractor's Narne y'�A, f� Telephone Number Home Improvement Contractor License it(if appiicablc) dt Construction Supervisor's License 1t(if applicable) � �� ❑W orkman's Compensation Insurance m - 1� m - Check one: ❑ I am a sole proprietor ocT , yam the Homeowner TABLE �LvY�J I have Worker's Compensation Insurance TOWN OF BARN r✓ Insurance Company.Name ✓l9//��i � -77 VJorkman's Comp.Policy It Copy of Insurance Compliance Certificate must be on file. Permit Requcst �1cck box) err -r; ZRe-roof(stripping old shingles) All ponstruction debris will be taken to ❑ Rc-roof notstri g• b . ( ppin doing over existing layers of rood r- ❑ Rc-side w ❑ Replacement Windows. U-Value _(maximum.44) •Where'required: Issuance of this permit does not exempt compliance with other town department rcgulalions,i.e.Historic,Conscrvation,etc. *.**Note: Property Owncr must sign Property Owucr Let ter of k'crmissioit. Hon provemcnt Contractors License is required. SIGNATUIU, Q:Forms:cxpmtrg Rcyisc071405 �.t. The Commonwealth of Massachusetts Page 10 of 10 ;� 44 Department of Industrial Accidents . Office of Investigations :t► '� 600 Washington Street t`r� \io j Boston,MA 02111 www.rnassgov/dia. Workers' Compensation Insurance Affidavit: builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly rRName (Business/Organization/Individual): PA -- C2 U� Z e QU l E p n S OO �V (rT;VL Address: f 0 3 S 1 1 a I n S� City/State/Zip: Q S� e(-V I i �c M Pr02(o G S Phone#: So a y 28 - t I -1-7 Are you an employer?Check the appropriate box: Type of project(required): I Z I am a employer with i 2. 4. ❑ I am a general contractor.and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contactors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.> 7. ❑Remodeling ship and have no employees These subcontractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. 0 Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10:❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I I.❑ Plumbing repairs or additions myself.[No workers.'comp. c. 152, §I(4),and we have no 12.IR Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. 1 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.Li c.#: �7 � Expiration Date: q Job Site Address: i/r'Z /� _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. f do hereby certify under p 'ns and enalties of perjury that the information provided above is true and correct Signature.- Date: Phone#: t Official use only. Do not write in this area,to be completed by city,or town official. City or Town: Permit/License# . Issuing Authority(circle one): 1.Board ofklealth 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector b.Other Contact Person: Phone#• Boar of uz in e ula ns an an ar s _ g g One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement"tontractor Registration Registration: 103714 Type: Private Corporation Expiration: 7/9/2010 Tr# 269847 PAUL J. CAZEAULT & SONS, INC. _ ...- Paul Cazeault - - ---- =— 1031 MAIN ST — --------- — OSTERVILLE, MA 02658 1 _ Update Address and return card.Mark reason for change. a SOM-07/07-PC8490 Address Renewal ❑ Employment Lost Card 'S-CA7 ,./fLC IJL✓.7't072OOLUJp,(LGG/Z P�✓I�GG.OAQG�LCC6P.C�6 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: IF I Registration: 103714 Board of Building Regulations and Standards Expiration,_779/2010 Tr# 269847 One Ashburton Place Rm 1301 -- —_— Boston,Ma. 02108 Type. Priwale Corporation PAUL J.CAZEAULT&SONS_ING. Paul Cazeault - (, -1^ Boar o ui in n eaulat/os an g b =anaids One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Construction Supervisor License I License CS: 26325 Restriction: 00 s __ -," , ' _-_ Birthdafe: 10/20/1959 -= - - Expiration: 10/20/2009 Tr# 6311 PAUL J CAZEAULT - - - - 1031 MAIN ST - — -- OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. (� Address Renewal .Lost Card i DPS-CA1 v 5OM-07/07-PC8490 - --.— ��. ��� ✓fLC I90llUlftovttvCaGCI Oy✓�(Q476Cf7A,CdE�6 . ! "Board of Building Regulation$and Standards - - Construction Supervisor License = License CS 26325 Y Birthdate:-''10/20/195.9 .i Ezpratioil=l p%20/2009 Restriction _00 PAUL.J CAZEAUL7y` Property Owner Must Complete & Sign This Form If Using a Roofer / Builder. I (Print) as Owner / Agent of the subject property hereby authorizes Paul J. Cazeault & Sons Roofing Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for. Address of Job , Signature of Owner Mailing Address of OLer Telephone# Date (Please return this form to Cazeault roofing along with your signed contract; It is needed for us to obtain the building permit required by your town, to complete your roofing project, thank you) fax#508-420-4555 Dowling&O'Neil Insurance ON M NOIGHTSUPOWTHECERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR � y ALTER THE COVERAGE AFFORDED 13Y THE POLICIES BELUIIV. 973 lyanough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSUREDS INSURER A:Vestern World Paul J. Cazeault&Sons,Inc. 1031 Main.Street INSURER B: INSURER C: Osterville,MA 02655 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 REOUIREMENT;TERM OR CONDIT(ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. TYPE OF INSURANCE POLIGY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR. NSR .-DATE: DD ..--DATE=IMMIDDrM LIMITS A GENERAL LIABILITY NPP1145484 .04130108 04/30/09 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED CLAIMS MADE ❑X'':OCCUR MED EXP(Anyone person). .$5.000. X BIIPDDed:1,000 PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE $2000,000 GEN'LAGGREGATE LIMIT.APPLIESPER9 PRODUCTS-COMP/OP.AGG $1 000-000 POLICY jERCOT- LOC ' AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNEDAUTOS (Per accident) $ PROPERTY DAMAGE $ - (Par accident). GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ _---AUTO ONLY: AGO $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WC STATU- pTW- WORKERS COMPENSATION AND LI I ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE.$ If yes,describe under - SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT Is OTHER DESCRIPTION OF OPERATIONS)LOCA16IONS f VEHICLES f EXCLUSIONS ADDED-BYENIJORSEMENT I-SPECIAL.PROVISIONS Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Paul J.Cazeault&Sons DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL _..11) DAYS WRITTEN Roofing,lnc. . NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 1031 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR OstCrVille,,MA 02655 REPRESENTATIVES, AUTHORIZED RESENTATIVE - ACORD 25(2001108)1 of 2 #52027 LS1 0 ACORD CORPORATION 1988 Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE APPOW)ED BY THE POLICIES'BELOW. 973 lyanough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INsuRERa Western World Paul J.Cazeault&Sons,Inc. INSURER 9: 1031 Main-Street Osterville,MA 02655 INSURER C: 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 BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE:LIMITS SHOWN MAY HAVE BEEN.REDUCED BY PAID-CLAIMS. TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR, NSR - ..DATE: MIDDT=_ _DATf_1MM1DD1Y_'n LIMITS A GENERAL LIABILITY NPP1145484 04/30108 04/30/09 EACH OCCURRENCE $1 000 000 }( - COMMERCIAL GENERAL LIABILITYDAMAGE TO RENTED $5O OOO CLAIMS MADE ❑X-.:OCCUR - MED EXP(Anyone person) $5.000 X BI/PDDed:1,000 PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE $L 000000 GEN'LAGGREGATE.LIMIT.APPLIES:PER;-: PRODUCTS.-COMP/OP AGO $1 j000 j000 li POLICY JECoj LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS _ (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE (Per accident). $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATUS OTH- EMPLOYERS'LIABILITY T LIMITS ANY PROPRIETOR/PARTNER/EXECUTIVE E.L 1=•ACH ACCIDENT OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE.$ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLESI EXCLUSIONS AODED.BY ENbORSEMENT 1 SPECUlL.PROVISIONS Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Paul J.Cazeault&Sons DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL __.:1.n DAYS WRITTEN Roofing,Inc. . NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 1031 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 09t2Nill2,-MA 02655 -REPRESENTATIVES. AUTHORIZED R RESENTATIVE . 1-7G ACORD 25(2001/08)1 of 2 #52027 LS1 0 ACORD CORPORATION 1988 ` '<-A sessor's Office Ust floor) Man os-3 Lot rat- :; I: Sc Q pc ntit_ 3 G Date Issued }� r Board of Health 3rd floor `3(S De, I& Y Engineering Dept. Ord floor) House# �„� ` NO j 3 t LARN9[ABti, MANE. Definitive Plan Approved by Planning Board 19 i i0 MK4 h (Applications processed 8 30-9 30 a m & 1 00-2 00 n m) SEPTIC SV _ MUST BE INSTALLED IN COMPLIANCE WITH TITLE 3 TOWN OF BARNSTAM"RONMENTAL CODE AND Building Permit Application TOWN REGULATIONS Proiect Street Address Village 437 Fire District (hvner Address .5/16 % Telephone 2e / - •2- -6 l 3 Srl /mod o Permit Request: r054I- 3C—.qgvw � /_A-vt, 4q1 en r-. Patel Zoning District Flood Plain Water Protection Lot Size randfather Zoning Board of ApRols A�uth arizadon Recorded Current Use Proposed Use Construction Type Esistine Information Dwelling Type: Single Fami1 i--*� Two family Multi-famil Age of structure /6 6 u A, Basement tune Historic House Finished Old Kin g's Hi hwa Unfinished Number of Baths Z ��Z._- No of Bedroom- Z Total Room Count not including baths First Floor Heat Tyne and Fuel &r a4kA.. Central Air y Fireplaces - Garage: Detached f Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Namc f"� 1e.�A-�� r t 11-W Tele hone number 6—V - L{ t3 Address PA-(" License# �(4 ew D " W t IntL", �- Home Im rovement Contractor# U j j O 0 L -22 Worker's Compgisation # Z NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO AV-AA-n to t' - 1A _ i C ee ✓�F SIGNA DATE BUILDING PERMIT DENIED FOR )LLOWING REASON(S) SPERM T s /z� 4 m J�r•� a 5/22/95 3T78-4' 053.003 35 Little River Road Cotuit Owner: Art Perry Ir 5 • • 1 • s • .sw p y L,i COMMONWEALTH I DEPARTMENT OF PUBLIC SAFETY OF ONE ASHBORTON PLACE Falters to poss*$$a aarrost MASSACHUSETTS BOSTON,MA 02108 1�esasoPRsattc°'tots Sadwei COdo 10 gyYPJ L lrr rorooatloa L I C ENS E o4 o ''dWTION EXPIRATION DATE CONSTR. SUPERVISOR 04/2 2/19 9 7 2 3 ,�.,�EOR.PROTECT�Qj�J�GAli�1ST-- EFFECTIVE DATE LIC-NO. RESTRICTIONS ---THEFT, P T RIGHT TFOUMB 1 05/30/1994 045408 i'PRINTtIAI PPROP ATE 1 2 FAMILY HOME o o : ;' �Cj NICHAE . A 3INNALL ' r i i; 32 C Q C N E E T PATH �, � Ipp��p qqP REEs l SS 263-47-$5d4 m YHRNUUTti MA 2673 m us��T�'ID� P4��o.} PHOTO(BLASTING OPR ONLY) FE t �..,.--.�•--- -� .��.- •� 00 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY 0 - pry L HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER DOB: 04r2z/101 THIS DOCUMENT Wr BE « SIGN NAME IN FULL ABOVE SIGNATURE LINE CARRIED ON THE PERSON OF SIGNATURE OF LICENSEE . THE HOLDER WHEN EN- OTHERS-.RIGHT THUMB PRINT GAGED IN THIS OCCUPATION. Cq"Sjj1#R " �7W l%V'%%�G4V���%�'V[NV �1.✓�%f/f.LW�AV'�//I/GVJ�/f/ff/ I HOME IMPROVEMENT CONTRACTORS REGISTRATION Board of Building Regulations and Standardsi One Ashburton Place - Room 1301 I' Boston , Massachusetts 02108 I HOME IMPROVEMENT CONTRACTOR I ` -}---------------- Registration 105530 Expiration 07/17/96 1. Type - DBA i HOME IMPROVEMENT CONTRAC Registration 105530 Michael A . Binnall I Type - DBA Michael A . Binnall Expiration 07/17/96 I 32 Cocheset Path W . Yarmouth MA 02673 I Michael A. Binnall Michael A. Binnall t,,32 Cocheset Path I ADMINISTRATOR W. Yarmouth MA 02673 PIE -� The Town Of Barnstable Department of Healt-h Safety and Environmental Services iBJp. �e + ' Building Division 367 Main Str ct,Hyannis MA 02601 Office: 505-790-6227 Ralph F� .. 50S-77s_ _74Z Date .5' 1� AFFIDAVIT . HOME IMPROVEMENTCONTRAChORIAW SUPPLEMENT TO PERNUAPPUCATION MCiT.G I42A requires that the-reconstruction,alterations,renovation, 1: a modernization.conversion, itnptavement, mmoml, demolition, or construction of an addition to any pie-adsting owner occupied building containing at least one but not more than four dwelling units or to structarm which are zc}acent to such residence or building be done by registered contractors,with certain=eptions,along with other Tape of work:Z-Srr-0t>i fj& Es Cost U 00 o- Addrez of'Wori: �� �l i J (A 0%mcr Name: Date ofPermit Application_ tj' q A S I hereby certify that: Registration is not required for the folloKing rcason(s): Work cxdudd by law Job undcrSl OW Building not o��er=a�xpid 0-umer pulling own permit OWNERS FULLING i KEIR OAT PERWT OR DEALING 1=UNIREGISIEtID CO2.'TRACTORS FOR A FLIC:FL F Fo %E P,0R0%re,1ENrT . WORK DO NOT HAVE ACCESS TO Tf-:-t c. SiGti't_D UNDER FE'�ALTIES OF PERJURY I hcre'by appi�-for a pc.—ma as the agent of the owner.- Datc Contractor nzme Registmdon No. OR D: C Cwncr's tL?7 e 11,'02 '94 17:02 Z'61 77277122 DEPT IND ACCID k aUaPartnteR.f o�.>'•ndcclfriaL�cccdenv 600 WU-q&m.,Shl t James J.Campbell Uosfon, /!"admul& 02f f f _ Commissioner Workers'_Compensation 'itisurance davit cao�p�a) with a principal plate of business at: -_ � isrser��#a) do hereby certify under the pains,and penalties of perjury, that: () I am an employer provid'mg workers' compensation coverage for my employees working c this job. a Company Insurance C parry Potty Humber I am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general contractor or homeowner (chile one) and have hired the contractors listed below who have the following workers' compensation policies: Contractor Insurance Company/Policy Nurnber Contractor Insurance Company/Policy Numbe@ Contractor Insurance Company/Policy Numbei O I am a homeo�finer performing ail the work myself. 1 _-.0 !!f ; Z cc;y of c:s s=cement will be fo.-v:arced t0 tf:e Once cf lnve:oE�.-aans of&,e DIA for eowrage verification and that failure to 4 cc,.c-age:_s rEe_i:ed Enter SLY-on 2EA of MGL 152 cal le2o 10&,c fimpcSition c1 criminzi pautzies eonsirdn¢of a fine of up to S 1,500.00 anti, yea:s' in;ri<crmcm:s w0l as avil penaltie in the fort::cf a STOP WORK ORDER and a fine of S 100.00 a day against mc. Si ed this �( � day of Lice seelPerm' tee Building Department Licensing Board Selectmens Office p Health Department ,�7 17 o y TO VEPAF-v Coi.IirPPAGE IHLORMATIo1 CALL: 617-727-4900 X403, 404, 405, 409, 375 �Ll � ._ G flu ►-j►C9- j��s�tc` � J �k �� �U �� .� a �,tn-•T:L• rn 7'.�1.' - L WTr B-fx' rj SC' .ow r"(4"e L N � ) Lill, T Ii r >—r � � /. 7I � 1�.. .t , BLOCK Up Wi►Ipowr f a75q7; titer z OZ63` G u (9- �s�r L s� 2. LA VU X-L-"- flout 0L$ 15 O �\ I� / LEGEND PROPERTY LINE \\ , so __ .: —.--- PROPERTY LINE SETBACK L •1'2. - \\ E AN F 01 ` JOHN JB I MWISTLE `�- t\\ l AN O` \• ———— MAJOR EXISTING CONTOUR ® V \ SCOTT HORSLEY MINOR EXISTING CONTOUR \•\ \ 1"7 •/ ���/�� ' LDS OF NEW DRIVE—� ------- _o__-- \I �` \ " \ m EXISTING 1I^'` //- li \ NEW CONTOUR E%ISIINGISTORY GARAGE `ZO -LINES OF EXISTING DRIVE REMOVE LARGE i \ � COTTAGE A' TO REMAIN : EXISTING SAS \ \ •\ �•' E%ISTRYG TO REM IN ��'' : / ` TREE AT CORNER { 200 RIVERFRON 4 CVDwCIL � \ 7 PO k , TO REAMIN , O ' ----- -'-- --- l _ -- ------= k\ -- - \ __ - SIV10 ----- / �. �o ��� K �R&AMtEW _D k \ \ i/ �`�•Y' 01 iEMA BOUNDARIES \ u i BARN TABL BUILDING DEP �� k _ -/ / .\.\ `.• NAYBARS REPRESENT PRO Oim TERRACE r-__, DA k --- LIMIT of srcE n --i. - _ \ '\" DISTURBANCE _ _ D \ .. \\ k .k \ — - / / / • ► FIRE DEPARTMENT ATE \ k •: • ' ' CONDPNSOR IOCAIpN �� \` • \ \. r 20 BOTH SlGNATl/RES ARE REQUIRED FAR PERLjAl7TIMG TANK ANSEPTIC PROPOSED DWELLING /� ` \ `. . TANK AND _ FIRST FIO-IT 6 -. k \ PUMP WJABER ELEV.=20'-6'. (, - \ k LINES OF EXISTING BURRING � ATTACH OD.PIETEIY REMOVED - T \ .�ia.b / ; �' Z - p - LIST OF DRAWINGS CAR IwES OF TREE / C"MENSOR LOCATIONS _ e ' _ �O� OXI E ALARMS® - Y / : � BE REAiovED -- -- A2 TERRA PLAN ee 1viuST BE�ON TA L To :1 _ - /^— A3 BASEMENT PLAN PER PROPOSED TERR �: _ _-_-- - - --- _ HUSETTS B -- ------------------i} �((� _--_ -� A4. FIRST FLOOR PLAN IL I `\ \5+ 10 �'k __ `�___ _ LSUPPtY"Y- ` A5- SECOND FLOOR PLAN OD{� k //// / T _ /, ELKTRT�= 1." A6 EXTERIOR ELEVATIONS. - Q MYWELLS11� \ i - / T �v GR TiO-" 1 A7 EXTERIOR ELEVATIONS - C . `'� SupPLY TO$� _ - __ - - 1 - AB BUILDING SECTIONS' !E -. I,` G` o GAs .. A9 BUILDING SECTIONS. o r u,,iDTxGR - A10 BUILDING SECTIONS (' All BUILDING SECTIONS' 1 �. •': Al2 CHIMNEY DETAILS I �0"0 EROT� t I 7 A13 INTERIOR ELEVATIONS - ` A14 INTERIOR ELEVATIONS LLI A15 INTERIOR ELEVATIONS - U A l7 INTERIOR ELEVATIONS . -�j�- A18 'INTERIOR ELEVATIONS" ' k ` 3'NIGM FENCE OF PT _ k \ HA DAMS REPRESENT LIMIT � \—dsd'S AND GALVANRFi/ A 19 INTERIOR ELEVATIONS Of SITE DISTURBANCE ' �. WIRE FENDING �\ T�f Ti �•• - 1 HAY84RS REPRESENT LIMIT •' ♦ - SI FOUNDATION PLAN � •<D�P.ry> 1 V J•' •31.� f \/ R'- OF SITE DISTURBANCE R $2 FOUNDATION DETAILS a�.":. SP`^:• ` 15-- ` S3 FIRST FLOOR FRAMING PLAN V - \ " /! \,. S4 SECOND FLOOR FRAMING PLAN _ •. 2� "•w� �" s5 "LIVING WING ROOF FRAMING PLAN 15 ^"/\ •` S6 BEDROOM WING ROOF FRAMING PLAN S7 ,FIRST FLOOR SHEAR WALL PLAN&SCHEDULE \\ \\ � - ,/ - ` .SB SECOND FLOOR SHEAR WALL PLAN.&SCHEDULE - k \ r 1 O 12: -coNce TE MPI BASEMENT MECHANICAL PLAN \ lI I BASES N I E j MP2 -FIRST FLOOR MECHANICAL PLAN - - `\ - 'S\ ` �j f � i e/ \ MP3 SECOND FLOOR&ATTIC MECHANICAL PLAN DATE SEPT.17,2009 '` k \' .. \•. \ ' `L` ' \ REVISIONS \ - .. - \ ;• `_ _�, p_ 1" I - , MP4 PLUMBING PLANS. - \ SEPT.28,2009 - \ \ k'•k \ • --_ _ El BASEMENT ELECTRICAL PLAN - ` V E2 FIRST FLOOR ELECTRICAL PLAN - 3 1 ELECTRICAL N _ _ _-_- • E SECOND FLOOR EL L PLAN `\ 1 `EXISTING - ._. \ WELL PIT \ T ` .•� 4 rra - _ 10 Ai 12 SITE PLAN �0 / LOT INFORMATION 1, // �\ I , 1 - �1 CCC •1{ -OWNER: ARTHUR PERRY JR.&JUDITH KOZLOWSKI ADDRESS 35 LITTLE RIVER ROAD LOT AREA: 62,480+/_SF - ` I \ 12 MAP: MAP 053 PARCEL 003 \ 6 ZONE: RF l \ \ FROM SETBACK 30'-0" REAR SETBACK: 15'-0' - \ SIDE SETBACK 15•-0, Estes/Twombly `\\ 9 �\\ �\\ \ \1 - WIND ZONE 2-110 MPH a 79 THAMES STREET `.\ \\ �\ \\ d , L..• \ _ , NEVVPORT RI 02840 4 7 •••• W W W.ESTIESTWOMBLYCOM PARTIAL SITE PLAN a - • Lu DRIVEWAY - y CRUSHED STONE' , CURVITURE OF WALL TO .. �BE LAID OUT PFfRID SY' '4'I'.d' S'A' 17'-9' .. Y Y I ,1 - +/.SO.STONES a'STEP STONE WALLS-TYP - - i - d'STEP SOLID PIPE TO DRYWELL DOWNSPOUT r ON(d) I I •. ( -__.. d'STEP - 6'BIERS __ _ __________ __ _____ _ _I_ _ ___.T n I ___ ENTRY BENCH- ___SDA Iv DOWNSPOUT _ _ _— n _J-__ ___l -� '—By OWNER i ____ DOWNSPOUT I I I T I- I I '.•'11 I I , :-1= _________ _1 i - I 11II .,'11 I II II - II i , -I-- .o I YERRAOE ; SOLID PIPE DRAPI BELOW I I I1 I I 11 .I I I I fib- 1 I' 1 GROUND TO DRYWELL 'I.. ...II - - SLAB STEPS I I L I I j 1 I I I I t I 11 1 - ' Tr LINES OF ROOF r -� .,.. - 1 - E. Y.•Fir OVERHANGS I1;" i Y.1' ^ - - - I II II II II 11 II III 1 - ------------- - - I I I I I I I I i t 11 I I 11, 1 I �t .. BLUESTONE PAVERS W. 1 ^ • I -1 , • •. RANDOM RUNNING BOND) - . A • a '�\ - - . I 5A' 1• � • ,. .. DOWNSPOUT LCCATION CONCRETE RETAINING WALL 7-6'- e • I r . 1 BLUESTONE OMRLINVERS B ' I� - • .. /- PANDOM RUNNMG,BOND 41 6'RISES I. RAIN To DRYWELL i i r ` , L ____ ____ _ __ ____ ____ ___ I____ ____ I Z , PN r.i� ,O t{ _ I _ _ _ iOLID PIPE) - w _. i .. .. - ._. _-. DOWNSPOUT' - - c - �'•a DRAM '� a 1 SCREEN PORCH. 1 - TERRACE, I EO 1.6 IOCAnON - .. \'',' • \ �� - 'A . 'EDGE STONES' I. I I THICK•12'WIDE i _.... _ ... ...-. - _.... ___ PAVERS AT SIDE W/ I I � FLAMED EDGES - .y - ' t\ DATE SEPT.17,2009 TO DRYWELL I - I - i .. - a'.B ,\ i REVISIONS SEPT.28,2009 6'a76'BLUESTONE _ r. L __-_ _ ____ _ �SIAB STEPS ' ,I • _ e -- 1 �k` ' EDGE SiOPA SIDE $PA \, 1 \ I - V .. e. sr• a •aeewr INSIDE ADID OUTSDE {- 'i ,t \a 1t EDGE OF SPA r 1 y' I \\ i REMOVABLE PAVER WR� `fl \pSERS ^'`. •w•rv^arv� _ T-EOUIPMENI'ACCESS ' ' end„ �.,m...,e,e,,,r• . I6.-7. 1.8. O t \ O DOWNSPOUT - - /jam LOCATION l t _ `• POST CENTERED UNDER RAIL.STANTION t '/ �yDOWNSPOUT LOCATION _ - EXT DRAW IN BOTTOM OF POOL �'2 ,' SOLD DRAM PIPE TO DRYWELL - 'TERRACE PLAN � � EOUIPMENi ACCESS Plf 104iTS ` WPIDOW Mlttl O _ i rt `��SEE SITE PLAN OR LOCATON 1 t PPS ' { 2'THICK X 30'$TGNES ALINE \ w .. W1 FLAMED EDGES LL ( { N r ,`Z ' Ep O N \\ I \-_-EXTERIOBLOJE- '\-� 1 EO D L'`T OF HOUSE TRIM - r D NZ ,.TO DRYWELL E6 J'NIGH FENCE OF PT d.d'S AND i-GALVAWXED-IRE FEMCMG - -Estes/ Twornbly " PARALLEL TO SIDES OF POOL a' .. J TO DRYWELL • •, 79 THAMES.STREET • NEVTORT RI 02M TEL,401 846 3336 TERRACE PLAN FA)L4018E82818 WWW.ESTESTWOMBLY.COM uj ,�. I- I 24"0, •^ r DEEP SUMP PR _ • `1 - \' . SLAB ON GRADE \ - 't. BASEMENT ___—_— —___—_—___—_____ Eul /`//pp���� 1 POLISHED SLABce - S BASEMENT LU CL ' ex R.O. i , • ^ i CRAWLS PACE DATE SEPT.17,2009 r REWSIONS . - x - - .. I _. �. h •;;' . 1 .. $MOOfH T90VdE151A6 - \ ..\ 1 ______ __ ___ ________, _____ ...\ \ 1"L_-_____ .. -1 _ L. BASEMENT PLAN 1 10 e I Estes/Twombl Y < ' BASEMENT PLAN 79 T14AMES STREET NEWPORT RI 02840 .. T 14"-1•"�^ + TEL 401 846 3336 _ FAX 401 8482818 W W W-ESTESTWOMBLY.com 1 41 LU 3T-0' 46'6• - ay,• h- - • - 6i• 7.8E 6-61i 16'Ju• - ii'-01� 24Z „ GIA:ST OAT" I PANTRT KITCH KITCHEN ENR7Y/MUDROOM y. .2 ' .7>:' ]-1111' J'-2Y' 7'9i' 7'.2l:' a]2ry�'I 7'1] T.2' 2.-6 J-2%* 2'.0i• R.O. R.O.. R.O. RA• P.O. R.O.i R.O. A.O.94- r1 ------- -------------- --- -- }--- -- ---- .--- - ----- --- - -- -- --- - I ONE WALL TERRACE WILL BE; 1 a o ......I 'ol{_ 'REVISED W/LANDSCAPE PLANS. 4 ' O _ P _ _ m b RCN 1 w -c 5.0. PANTRY II tY F r, 1 ❑j W 10 KITCHEN 9 O ` ii 1. `r •._e _ a i � _ 1 .GUEST o - •°' 1 I I �___ —O___— '�1 _ _ . _ ®®® _ ' BATH _—______ ______ , l ---_-_- .._ 1RONwG t7-6 a 1 t .. o� I -- -------- f -�/ 1 I 1 1 -I I ' I _1 • lV�:••� •:. � ❑j I-----1- `----- 1 I 'I I .� I ;'96 ' �� UD2 O "ry— 1 � - , I M M 1 \ - c ^I. I I 1 '. -1 I i LIVING - . 1 Q \ Y O 1 S'-8' S'-15' 3'-1X• DINING I I I I L __ 1 1 Y 7 T S TAI a 0 10 o _ 1 13y,----- ----^•I---t.- _ -1 ------------- - -- rp MIT INDOW.7@ } ----- ----- --- -- ----- r - `o a TUDY n O - • '�;. GUEST BEDROOM _ .. ', I — - » i t,lr ,1' �• i O,' ��'- _ LU ® e ( HALL - 'STUDY 1 I I ___--____ — ______---__ J V SCREEN PORCH t 1 - 14 WmE TERRACE Ky .. x I is Eb , ' ` '11 Qi �.�'•'ZR9�� -. - 2'THICK I2' — - - '---- --- -- - , ` PAVERS AT SIDE W('1 M.BATH r, - FLAMED EDGES. ; 10 12 ` I � � � ! r •I t - - .t - \7 i� " i7 .a ..` .DATE SEPT.17,2009 REVISIONS ., 1 ' _ .I •. _.I I _ 1t ..7 1� - I�g_ STAGGERED ` ,\ I_ Q SEPT-29,2009 l 1° — STUD WALL \+ l NOV 13 OD L_ __ _--_ 2 9 "1 2M. 5'.2%" S'-2'4 ,.I - 1 _ _ i 1 •e•-p _ I - SPA - _ �i\ - l y; 5.0E '✓ ` O.e op 1,1� 111E Yb STONE WALL&TERRACE WILL BE - _ A .. 1\ MASTER BEDROOM 1 - REVISED Wf LANDSCAPE PLANS 1 1 WMDOW SEAT 1 ST.FLOOR PLAN 4—R.O. P.O. 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FAX:401 8482818 2.SEE SPECIFICATIONS DIVISION 6,SECTION"WIND WWWESTESTWOMBLY.COM _ SPECIFICATIONS"FOR HOLDOWN&STRUCTURAL MEMEBER CONNECTION INFORMATION- 1 7750# 2000# 3000# 3400# 3400# 250 ptf — 1, LU I ISP8 _ — 1 ALL SHADED WALLS 1 SP9 TO HAVE 1 2"PLYWOOD CL —"I - = i SHEATHING ON ONE FACE - INSTALL PLYWOOD_. . ; 1700# o r ON ENTRY SIDE OF �SP� WALL - r INSTALL PLYWOODN -1 ON DINING ROOM SIMPSON ABU46 SIMPSON ABU46 , SIDE OF WALL 0..: ,.1 205 plf ;: POST BASE POST BASE' • ' ` 1 y 1 SIMPSON ABU66 I SP6 i 1 SP7 I SIMPSON ABU46 POST BASE POST BASE 1l m 04 LU {,. j! ALL SHADED WALLS 1 TO HAVE 1/2"PLYWOOD ` \, 2410# Q o SHEATHING ON ONE FACE First Floor Shear Wall Schedule Mark Plywood Attachment Holdown Connector \\ • .. .. ' r 1i n 1 �INSTALL PLYWOOD 1 ON MASTER BATH DATE SEPT.17,2009 1SP1 8d nails at 3"o.c.at edges,12"o.c.intermediate Simpson HOU5-SDS2.5 t SIDE OF WALL \ , REVISIONS 1 SP2 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 ; U� 1455# 1SP3' 8d nails at 6"o.c_at edges,12"o.c.intermediate Lap Plywood per AA203.1 o LOCATION OF SHEAR 1SP4 ad nails at 4"o.c.at edges,12'o.c,intermediate Simpson HDU2-SDS2.5 WALL HOLDOWN. SEE 1SP5 8d nails at 6"o-c.at edges,12"o.c.intermediate Simpson MSTC28 © a ` `� SHEAR WALL SCHEDULE � .^�m�• Aso 1SP6 8d nails at 6"o.c.at edges,12'o.c.intermediate Simpson HDU2-SDS2.5 \ 1SP7 8d nails at 6"o.c.at edges,12"o.c.intermediate Simpson HDU2-SDS2.5 " , SIMPSON AB066 s U 1 SPB 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 POST BASE t 150 plf S7 1Sp9 8d nails at 6"o.c.at edges,12"o-c.intermediate Simpson HDU2-SDS2.5 , FIRST FLOOR SHEAR 1Sp10 8d nails at 4"o.c-at edges,12"o.c.intermediate Simpson HDU4-SOS2.5 1715# WALL PLAN& 1SP11 8d nails at 6"o-c.at edges,12"o.c.intermediate Simpson MSTC28 1 220 plf SCHEDULE _ 150 pff \ 1SP12 8d nails at 4"o.c.at edges,12"o.c.intermediate Simpson HDU4-SDS2.5 1 1715# 1SP13 Bd nails at 4"o.c.at edges,12"o.c.intermediate Simpson HDU4-SDS2.5 1. All designated shear walls are to have solid blocking installed between studs along plywood edges. FIRST FLOOR SHEAR WALL PLAN &SCHEDULE �1 2. All designated shear walls are to have a double stud at each end of the shear wall. %•"_ Estes/Txvombiy <. 3. All Simpson MSTC holdown straps at the ends of shear walls are to be fastened through to double studs, 79 THAMES STREET header,or floor beam below_ NEWPORT R103840 4. All Simpson HDU holdown anchors at the ends of shear walls are to or be epoxy bolted directly into the TEL 401 846 3336 foundation wall. fAX,401 848 2818 www.ESrESr WoMaLY.COM LIU I _ 1370# ` 1 � I - 1 4300# _ I ALL SHADED WALLS TO HAVE 1/2"PLYWOOD •,N t (` SHEATHING ON ONE FACE {' 25 ` 215 plf INSTALL PLYWOOD S ON BATH SIDE OF WALL Second Floor Shear Wall Schedule - ,. DATE -SEPT.17,2C09 Mark Plywood Attachment Holdown Connector , ; REv1sloNs 2yoo# 2SP1 8d nails at 4"o.c.at edges,12"o.c.intermediate Simpson MSTC52 0 ,- LOCATION OF SHEAR {' 4 WALL HOLDOWN."SEE I 2SP2 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 r a SHEAR WALL SCHEDULE 2SP3 8d nails at 6"o-c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 1 2SP4 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 2SP5 8d nails at 4"ox.at edges,12"o.c.intermediate- Simpson MSTC40 60 plf S8 SECOND FLOOR - 1. All designated shear walls are to have solid blocking installed between studs along plywood edges.. 1 880# SHEAR WALL PLAN q 2. All designated shear walls are to have a double stud at each end of the shear wall. 130 pIf 8.SCHEDULE 3. All Simpson MSTC holdown straps at the ends of shear walls are to be fastened through to double studs, �; 60 plf header,or floor beam below. #, 1 4_ All Simpson HDU holdown anchors at the ends of shear walls are to or be epoxy bolted directly into the E' 880# foundation wall. j y SECOND FLOOR SHEAR WALL PLAN &SCHEDUV 1 Estes/Twombly ' r 79 THAMES STREET 3 E NEWPORT RI 0284D TEL--401 846 3336 EAx:401 848 26111 WWW.ESTESIWOMBLY.COM 1 FJ I', 9K-TJI.110 SERIES FLOOR JOISTS 9Y'TJI 110 SERIES FLOOR JOISTS @ 16-O.0 i @ MN.12.O.C. i HVAC SUPPLY OR - RETURN GRILLES- TYPICAL ,. ... _ - LVL BAND JOLST AROUND �B __ ENTIRE PERIMETER OF FLOOR -i-1 PT= -1=��1.7 j I I II FRAMNG �• - - I I I I i ! I I I I m I I I I I • ' ! I SLAB GRADE-SEE SHEETS HEET HVAC SUPPLY OR ". a i SI FORR SLAB B B ffORMATION RETURN GRILLES- TYPICAL I. li - �f" I I®�-L I I I I I I �I I I I I. ,, ' , •4 �'13� ' 1R�y.! i I �I i p i i i I i i ' 1 • • r r , • ' ' ' • • • , , , (317.12 - L ' I .. IIrI{.�I II f.(I ! 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' - , - "• w/2a4 LADDER TRUSS O EAVE OVERHANG e _ .. ` p a C / `i 1 gZTo• CI(712.6C ` '/ "/ Ci(212.6 /1�'i'_�9 OaE�/' _ - / •, ,I e x . a t 1 r " r u c sM^ r' 1 . a •,. - .: �. - a -' - .,,..a,>.. -t'i. - - Qua -.. i / ../_- DATE / Q SEPT.17 2009 ,. •�=R - v ` =xb - - REVISIONS. - t � m ... ,„ ♦ Y y+.- .soy. ,,. .. ... � T � K :T , ,"/" -/ .. ..;/'- ,'1 _ Cl„(212.5 //.a- 2f e21/ h�A ' n„ K r u G • w�iemsNs-P a.dre9 �w `.1 •r - ,•1I C2 T3)2.6 a e 31 x }. 1 VF _-_ TO \ _.t91 i'i ��-. —a(2)2.6� 'S6 ' .q..i' w•. , ,\ ;y Zip `%"\` �`"/� .\\ n�,._-C_D06WN TOSHEADER - - ,�' ` u m2;b BEDROOM WING, DORMERS &LOFT ROOF FRAMING pFls 'PLAN BEDROOM WING,DORMERS& LOFT ROOF FRAMING PLAN Estes/Twombly _ - NOTES: - v 1,COORDINATE FRAMING LAYOUT WITH 79 THAMES STREET _. MECHANICAL&ELECTRICAL PLANS AND INTERIOR - .. NEWPORT R102840. a - ,ELEVATIONS TO ENSURE PROPER PLACEMENT OF TEL:401 846 3336 - GRILLES,FIXTURES,AND OUTLETS&SWITCHES, 'FAx:4ol s4R ze is - i _ 2.SEE SPECIFICATIONS DIVISION 6,SECTION'WIND wVPW.E5TESrwomsLT.COH. - SPECIFICATIONS'FOR HOLDOWN&STRUCTURAL ' - MEMEBER CONNECTION INFORMATION_ 2000# xh ', f t t�c ari `3000# 3400# 3400# 250 pif ' f 1SP8 -,r ...Ix~,M•: n"w". ,,„ .mar"` a `ten- ah K'°"`a.�"•,... .... .-...?,:.a»wy=r.r.....r .r - `�aav�i � �r�3fh`��nr��ly"Ci,�`"iF��'�oa w b r w,� *Ft�.o •� `` v -. .. ^_ ALL SHADED WALLS 1 SP9 , r / TO HAVE 1/2 PLYWOOD 1t a - -; -- s�f SHEATHING ON ONE FACE f L I.t '1 i INSTALL PLYWOOD PLYWOOD i 1700# -- ON ENTRY SIDE OF eZ w 5 WALLCL 15 e } p� - i j •4 1 F I,,• PQ10 INSTALL PLYWOOD " ON DINING ROOM I. 205 pif SIDE OF,WALL SIMPSON ABU46 SIMPSON ABU46 0 POST BASE POST BAIn SE \ , � ._ 4: SIMPSON ABU66 I' J j SP7 r SIMPSON ABU46 1 SP6 } POST BASE pi »ff�� I POST BASE 1� _ IE - / LU ALL SHADED WALLS ,1 �-=•- �� ` TO HAVE 1/2"PLYWOOD U , 241 O# oQ • k SHEATHING ON ONE FACE 1 a First Floor Shear Wall Schedule 15? Mark Plywood Attachment Holdown Connector 1.` r �,+ `1 n L INSTALL PLYWOOD ?` _ ON MASTER BATH DATE SEPT.17,2009' iSP1 8d nails at 3"o.c.at edges,12"o.c.intermediate Simpson HDU5 SDS2.5 ' SIDE OF WALL , REVISIONS J 1SP2 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 I + l 485# 1SP3 8d nails at 6"o_c.at edges,12"o-c.intermediate Lap Plywood per AA203.1 1 LOCATION OF SHEAR 1SP4 8d nails at 4"o.c_at edges,12'o.c.intermediate Simpson HDU2-SDS2.5 y�' WALL'HOLDOWN. SEE 1SP5 8d nails at 6"o_c_at edges,12"o.c.intermediate Simpson MSTC28 j © ` ` SHEAR WALL SCHEDULE ,5P1 1 iSP6 8d nails at 6"o.c.at edges,12"o.c.intermediate E Simpson HDU2-SDS2.5 'I i 1SP7 8d nails at 6"o.c.at edges,12"o.c.intermediate ' Simpson HDU2-SDS2.5 SIMPSON ABU66� 1SP8 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 t j POST BASE ` •150'pit, 1 SP9 8d nails at 6"o.c.at edges,12"o.c-intermediate Simpson HDU2-SDS2.5 ll 1 FIRST FLOOR SHEAR 1 SP10 8d nails at 4"o.c_at edges,12"O.C.intermediate Simpson HDU4-SDS2.5 ( 1715# WALL PLAN& 220 pif SCHEDULE 1 Sp11 8d nails at 6'o_c.at edges,12"o.c.intermediate _ Simpson MSTC28 1A 150 pif Il 1 SP12 8d nails at 4"o_c.at edges,12"oz.intermediate. Simpson HDU4-SDS2.5 .4 , 1715# 1SP13 8d nails at 4"o.c.at edges,12'o.c.intermediate Simpson HDU4SDS2.5 r - 1. All designated shear walls are to have solid blocking installed between studs along plywood edges. I FIRST FLOOR SHEAR WALL PLAN 8 SCHEDULE 2. All designated shear walls are to have a double stud at each end of the shear wall. _ Estes/TiuOmbly 3. All Simpson MSTC holdown straps at the ends of shear walls are to be fastened through to double studs, 79 THAMES STREET header,or Boor beam below. _ ' •NEWPORT RI 02M 4. All Simpson HDU holdown anchors at the ends of shear walls are to or be epoxy bolted directly into the TEL-401 8463336 .40111112618 foundation wall. - ' W W W MES1WOK&Y-COM _ 1 xu . • .:. � T.. s f ."i a. .. k L.I•.gzF.y�tz"4- ,Y�y, A p 1370# Q% , - n- h"�•t"ia ` 1 4300# 'ALL SHADED WALLS / e TO HAVE 1/2"PLYWOOD t �� SHEATHING ON ONE FACE ' Y 2SIP 5 215 plf g 6 1 _ ' INSTALL PLYWOOD ` . `✓ " ' ON BATH SIDE OF WALL VA 1 q Second Floor Shear Wall Schedule n GATE Mark Plywood'Attachment Holdown Connector • 17 2 • REVISIONS 2900# 2SP1 8d nails at 4"o.c.at edges,12"o.c.intermediate Simpson MSTC52 0 LOCATION OF SHEAR WALL HOLDOWN. SEE SHEAR WA t 2gp2 Bd nails at 6"o.c.at edges,12"o.c.intermediate _ Lap Plywood perAA203.1 _ a -� SCHEDULE • — _ WALL 2SP3 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 n 2SP4 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 2SP5 8d nails at 4'o.c.at edges,12"o_c.intermediate Simpson MSTC40 60 plf along '1. All designated shear walls are to have solid blocking installed between studs along plywood edges. SECOND FLOOR 880# SHEAR WALL PLAN ` 2. All designated shear walls are to have a double stud at each end of the shear wall_ 130 plf $ SCHEDULE 3. All Simpson MSTC holdown straps at the ends of shear walls are to be fastened through to double studs, 60 plf 400, header,or floor beam below. 4- All Simpson HDU holdown anchors at the ends of shear walls are to or be epoxy bolted directly into the 880# foundation wall. SECOND FLOOR SHEAR WALL PLAN 8. SCHEDULE—,1' q.'= 0" �` Estes/Twombly 79 THAMES STREET . NEWPORT RI 8284o :r,r14-" TEL 401 846 3336 FAX 4o18482818 ' W W W.ESTE7rWOMBLY.COM Directions: Zone: �I From Hyannis — Take Route 28 towards RF ` '• ' ' F y J: _ Cotuit; Take a left onto Old Post Road; Area (min.) 87,120 SF (RPOD) ' Take a left onto Little River Road; 1I Site is on the right, #35. Frontage (min) 150 I Width (min) no _._._FEMA--I- I A11(E�11 eo{ w Setbacks: M_ Front 30 s Horn N Side 15 �Rz w: f/� 1 r a s �7 60• Find cot / A I Rear 15' CB H �o , Cnd \ Overlay , . . 4 Y District: �` I \ l 8 3 Fn o AP — Aquifer Protection District W1� J \ \1 \ I �o� COt1' k�f 1 ` fnfklfte Flood Zone: r�• * � �a xx'f tt�9e x Zone B, C, A 13(EL ) o U. 1BM EI=22.28 NGVD 29 .' .. 6111 ;" spy CommunityPanel � pos to of Stone Bound � o _ I 62,480±SFI t 1 l +1+ ,\ s y ���, �Ro, �0210, 250001 0018 D 4; r .( A 1 + \ 1 \ ` e \ / # cL 1 ,\ \ O I st / July 2, 1992 ++ \`�c� °'l� 'r � H ° Locus Plan ++ q � R�sNR �! o \`� Scale: 1:2000 ++ S81DH Assessors Ref. ` I ISl River Bank \ l � Map 053, Parcel 003Fo 14 / ' I River Bank + + 00 Oo y..! \s 40 w Wetland Resource Line '~�•~' � \ ' I , l F�RRO�FE� f � ,\ \ 1 RUN \ ~ \ \ ` , GAL. COMB/NE PA As Flagged By I \ 1 ti CAPALy�y p ' TP \ \ Concrete Don Scholl f � I � � �� .,, ` L \ o cases � • \ 1 3 0212008 - \ \ \ a i TP 1SB/DH `" 1 l 1 0 • Fnd , r Legend: 17 0 Misc Manhole °- Hydrant • ' \ \ \ c ft El CB/DH l \ \ \ I FEMAAI3(EL12 O SB/DH I `� I -0 Guy \ \¢ \ 1 229.22Utility Pole #2 Wetland Flag 1 Sy WIF / ® Water Gate (round) Dwelling w ) © Gas Gate (round)TP Soils Test Pit �. \ \ Bomstjble ' 1 Lond / OHW Overhead Wires r ` \\ \ Truse ,` L 1, \ FndOH 76(9' � — —25— — Elevation Contour \ \ ••••••••••g••••••••• Underground Utility Line � � \ \ cB/o►� oj� 1 Fn Deciduous Tree t \ (� ceFod FEMA Zone Lines were �� Q digitized from FIRM (Dim, Coniferous Tree Panel # 250001 0018 D V / TI TLE Site Plan PREPARED BY. PREPARED FOR: NOTES CapeSUrV 1.) The property line information shown was g .Proposed Improvements Sullivan Engineerin , Inc Arthur Perry, Jr. & Judith Kozlowski compiled from available record information. At PO Box 659 7 Parker Road J`�310 Portsmouth Road 2.) The topographic information was obtained rn Osterville, MA 02655 Osterville MA 02655 from on on the ground survey performed on ' 35 Little River Road (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax Bethesda, MD 20816 or between 12/MAR/08 and 14/MAR/08. 3.) The datum used is approximate mean sea level. BARNSTABLE (cots►t) MASS, ° Draft: JoD Field: MML/DWB 30 p 15 30 so 120 4.) The intent of this plan is for permitting. only. DATE: SCALE: „ Review: PS Comp/Draft: MML/RRL I I I 5.) This plan is only valid with an original January 26, 2009 1 =30 Proj. # 21041 Project # C428 stamp and signiture.