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HomeMy WebLinkAbout0045 MEADOW FARM ROAD ea�ou�yy. 4.;,. 7 rl - Lij . a v G � L G � e C ` • .. a _ o " r e ^ a 8 o ° TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map W' Parcel ' poZ Application #C2D 1 S6 0 Health Division Date Issued 112 h S Conservation Division Application'Fee Planning Dept. Permit Fee 4,. � Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 43'_ oL✓ Fe-✓-r. Village �al T pV-y1 r- ��^^ "' 1"cz �avt �. ��va3�f�e. �1��. Address � Owner a.N. S Telephone Permit Request 104g l ,,�)a vi o-- r o-f lae So la-r PV S#S w- VSh M 300L,�#- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑gip ting O new 4:size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: (P Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' ..�. to Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address reor V0)(_ License # L S` 10 64VJ� lm k Home Improvement Contractor# 6 Z Worker's Compensation # yu •-o oc/0 P 4O A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE L « lr 4 FOR OFFICIAL USE ONLY - APPLICATION# DATE ISSUED MAP/PARCEL NO. x c ADDRESS VILLAGE r - OWNER DATE OF INSPECTION: ` FOUNDATION t FRAME INSULATION F/ FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i - DATE CLOSED OUT ASSOCIATION PLAN NO. f The Commonwealth of Massachusetts- P_rmt Form,: Department of Industrial Accidents . Office of Investigations 1 Congress Stree4 Suite 100 Boston,MA 02114-2017 www.massgov/dia - Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): (/ yd 5� L Address: �.00 o City/State/Zip: Co ki MA Phone#: SOR' 4,z M 2— Are,� y�ou an employer?Check the appropriate bog: Type of project(required): 1.L� 1 am a employer with Z 4• ❑ I am a general contractor and I 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or pa rtner- listed on the attached sheet. 7. ❑.Remodeling P P have and have no employees These sub-contractors8. ❑ Demolition. working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp.insurance$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions right of exemption per MGL myself. [No workers comp. 12.❑ Roof repairs § ..O 152, 1 4 ,and we have no insurance required.]t c. 13.[�Other� �� PV�a5'-It employees. [No workers' comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such." tContractois that check this box must attached an additional sheet'showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing,workers'compensation'insurance for my employees Below is the policy,and job site information Insurance Company Name: Policy#or Self-ins.Lic.#: —y °o /' �/° —r 4 Expiration Date: /r J� a ����,-o �lh A40 OZ632- Job Site Address: `� r°� 1�/ ✓�"` 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 fin of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do herebycerd 'r th s nd enalties of perjury that the information provided above is true and correct Signature: Phone# Official use only. Do not write in this area,to be completed by city or town ofciaL ' City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M Rightfax NI-2 4/4/2014 7:23:19 AM PAGE 2/002 Fax Server DATE(�1/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE FICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE O PRUDUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed- If SUBROGATION IS WAIVED,subject to the erms and conditions of the policy,certain policies may require and endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s PRODUCER CONTACT NAME: DON BUNKER INS AGCY PHONE' FAX 51 MILL STREET BLDG F (A/C,No,Exty. (ArC,No): EMAIL HANOVER,MA 02339 ADDRESS: 73JCD INSURER(S)AFFORDING COVERAGE NAIC R INSURED INSURER A: TRAVELERS INDEMNITY COMPANYOFAMERICA COT'UIT SOLAR LLC INSURER B: INSURER C. INSURER D: 3800 FALMOUTH RD INSURER E: MARSTON MILLS,MA 02648 INSURER F: COVERAGES CERTIFICATE NUMBER:. REVISION NUMBER: THIS 5 TOCEHjrV THATTHEPOUCIESOFUMRANCE LHOMBELOW HAVE BMW IMEDTOTHENSUREDNAMEDABOVEFORTHEPOLICYPERMNDICATED.NOTWrTHSTANDWG ANY REQWREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WMCH THIS CEITMCATE MAYBE SWED OR MAY P9TTAN.THE NSURANCE AFFORDEDBY THE POLLIES DESCRIBED HEREIN 6 SUBJECT TOALLTHETERMS,EXCILISIONS AND CONDMONS OF SUCH POLICIES.LWS SHOWN MAY HAVE BEIM REDUCED BY PAID CLADS, 0$R ADD SUB POLICY EFF DATE POLICY EXP DATE + LTR TYPE OF INSURANCE L R POLICY NUMBER (I10AIDDIYYYY) (MIJMOIYV" Lam GENERAL LIABILITY CH OCCURRENCE ry COMMERCIAL GENERAULIABILITY CLAIMS MADE OCCUR. AMAGETO RENTED S REMISES(Ea occurrence) ED EXP(Any one person) S ERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE S POLICY F]PROJECT LOG RODUCTS-COMPIOPAGG $ AUTOMOBILE LIABILITY COMBWEDSWGLE $ ANY AUTO LIMIT(Ea acciderd) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per acdde�) PROPERTYDAMAGE S (Per accidert) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE" $ DEDUCTIBLE $ RETENTION$ $ A WORKER';COMPENSATION AND WC STATUTORY OTHER A EMPLOYER'S LIABILITY YIN UB-4986P868-14 03/2612014 03126=5 I LMrtS It ANY PROPERITOMPARTNEPANECUr1VE a WA E.L EACH ACCIDENT $ 500,000 OFFICEWMEMBER BXCWDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,da=fbe undR - - DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LW IS 500,OOD DESCRIPTION OF OPERAT10NS(LOCAIICNSlVEHICLESIRESTR=ONS/SPECIAL ITEMS TRLS REPLACES ANY PRIOR CERTETCATE ISSUED TO THE CER7iRCATE HOLDER AIFECPING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION CONRAD GEYSER SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED 3800 FALMOUTH RD IN ACCORDANCE WITH THE POLICY PROVISIONS.1 AUTHORIZED REPRESENS $E MARSTON MILLS.MA 02648 ACORD 25(2010/05) .The ACORD name and logo are registered marks of ACORD 198E-2M D ACORO CORPORATION. All rights reserved. - - Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 146276 Type: DBA Expiration: 4/8/2015 Tr# 237642 COTUIT SOLAR _- CONRAD GEYSER P.O. BOX 89 COTUIT, MA 02635 Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card SCA 1 0 20M-05/11 -_ �fe�a�rrrrrnrrrnerrll/a�C�/ljU.i:;rrc�ti3clr✓' Office of Consumer Affairs&Business Regulation, License or registration valid for.individul use only -- OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: Type: Office of Consumer Affairs and Business Regulation 7 _14627ti piration:: :4/87201:5_: DBA 10 Park Plaza-Suite 5170 Boston MA 02116 COTUIT SOLAR CONRAD GEYSER` 3800 FALMOUTH RD. MARSTONS MILLS,MA 02648 Undersecretary Not valid without signature z r rig- s� S Boa Oiniitructloil Sullei i+w C3-107947 •. 3,� JOHN VREELAND s 48 QUASICIET ROAD Mashpee MA 02C49 . 2,...��.�� 0412512018 10-1 zhv Office of Consumer Affairs and Business Regulation - 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improyement .Contractor.Registration _ Registration: 146276 Type: Supplement Card Expiration: 4/8/2015 COTUIT SOLAR _ JOHN VREELAND '4 3800 FALMOUTH RD. MARSTONS MILLS, MA 02648 - Update Address and return card.Mark reason Address 0 Renewal 0 Employment SCA 1 0 2OM-05/11 C��c rl.r�rir�na�rrucrr�/�o�'CYf�rr.:.trrc�rrfc� Office of Consumer Affairs&Business Regulation License or registration valid for individul use only Rom ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office.of Consumer Affairs and Business Regulation Registration 146276 Top 10 Park Plaza-Suite 5170 Expiration. Supplement Card Boston,MA 02116 COTUIT SOLAR JOHN VREELAND'•;:. P.O.BOX 89 -- COTUIT,MA 02635 Undersecretary Not valid without signa re „ 3 .. {,. :. r am.. ..... :.�... .. a ^ J S : t x rr . yy�y -04 Project: , System:4.2kWkW DC (STC) Site Plan Cotuit Solar LLC 'Christine & �:�b;, �%e; 508-428-8442 14 LG Monocrystallyne 300w Revision: December 15, 2015 .•.��. Gordon Drake Modules �' PO Box 89 Scale: COTUIT SOLAR tt< 45 Meadow�Farm Rd. 14 Enphase M250 Microinverters Cotuit MA 02635 Centerville, MA 02632 SpeeiesSpnrterPine-Fir Sire. Grade .2 =T -".�, Alember Tfpe Rafters(Snow Lead e4►R Mooue E ) w QewM aQ&MP Delleci�ion Limit L/'1B@ _ - - ��t6.n SS tfgir.:Bq� Spadng(in) 1b• ! rhNO EsteAorExposure too w • Inaiszd lnaiG�a' senv �.� Snow Land(psly' Dead Load('psl) f;l� �trto• Rht=�r�. Z11 p4�,3RLIIIl11t11flFt�(�IIpffi1`I3 � :; TY P*-81- V 1 6 /N,ouNYx�16 tkhmlll2illIIYbti11 James A.Clancy,PE ' PV pJkNEc S�`/w.�I 1titFed Iit'EBfi11 ell$fli.ltEIllvIIlAia1a .s^ ; a. - 601 Asbury Avenue E� PRC.Sp6 flO�f National Park,NJ 08063 - p V,aKe - Massachusetts PE Lic#46775 - - - . Spe,,ies �,..�f�`pnic�-Pita'Eic ,w Sipe4 NIoduttts of Et8 Wt(E) �� �t x10•p i Bending Strength Tb} 14 solar modules to bolted into rafters eve 4ft. Roof consists of. ,, i7. 9 every BQ strength(F 2x10 rafters 16" on center with an 13' 0" span. Maximum allowable shy horizontal span is 18'5". ` Cotuit Solar LLC Project: System:4.2kWkW DC (STC) Attachment Plan A4� 508-428-8442 Christine & 14 LG Monocrystallyne 300wRevision: December 14,2015 Gordon Drake Modules PO Box 89 Scale: COTUIT SOLAR t« 45 Meadow.Farm Rd. 14 Enphase M250 Microinverters Cotuit MA 02635 Centerville MA 02632 '. NO IFT- 'rz � 4y _ s ., � _ �'_ R. _ 1 - 4_ - 1 +X ,.77.77 u . v Mono: TM va �. N= E7, 3 �- , e# A. 3. �. .�_ _ m 12 ay n _ :.w.— •' r ,w„�` h »�"€r ,'.'x ,+ r,,.l.�'' r"7 ` " *, , �y ."�Nx,:;� r, r,,, �slaa�rz�s,. *•s,��",� +e a , o Introducing Mono XTM NeON module series,which uses highly efficient n-type materials,an elaborate process APPROVED PRODUCT 6® cell control adopting a semiconductor processing solution DVE C U` US CC and a double sided structure.Our R&D concentrates on v KM 564573 BS EN 61215 developing a product that is not only efficient,but Photovoltaic Modules strives to increase practical value for customers. N Type Material Near Zero LID(Light Induced Degradation) Mono XTM NeON uses n-type cells,boasting The n-type cells used in Mono XTM NeON have higher mobility of electric charge,resulting almost no boron,which may cause the initial in higher generation efficiency. efficiency to drop,leading to less LID. 000eoo Nano Level Control Double-Sided Cell Structure Mono X1 NeON uses the Nano-level process The rear of the cell used in Mono XTM'NEON is loon © control predominant in semiconductor designed to contribute to generation;the light processing process,which ensures less electric beam reflected from the rear of the module loss from internal defects. is reabsorbed to generate a great amount of additional power. 115.8kg a ® O O o � I Light Weight Convenient Installation EL Test current Sorting Lineal Warranty poslfive Power -I Tole.-ance About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacity with solar energy business as its future growth engine.Our a solar energy source research program was launched in 1985, backed by LG Group's rich experience in semi-conductors,LCD,chemistry and electronic materials industry.We successfully released the first Mono XTM series to the market in 2010 which exporoed to 32 countries in 2 years.In 2013,Mono XT"NeON won'9ntersolar Award",which proved its leading innovation in the industry. . 41 OF r z 'r ,w s s-�, z r g 4 s mopON v Y .. "�..�...�:...,. ..a' ....,•„a,vas., m • 1-'�' " #`� rt .^� sw"x :_ z v ~y s=;r.8 i 44� ixi r#'r; Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 300 W Cell vendor LG MPP voltage(Vmpp) 32.0 Cell type Monocrystalline MPP current(Impp) 9.40 Cell dimensions 156.5 x 156.5 mm/6 x 6 in Open circuit voltage(Voc) 39.8 #of busbar 3 Short circuit current(Isc) 9.98 Dimensions(L x W x H) 1640 x 1000 x 35 mm. Module efficiency(%) 18.3 64.57 x 39.37 x 1.38 in Operating temperature('C) -40-+90 - Static snow load 5400 Pa/113 psf Maximum system voltage(V) 1000(IEC),600(LIQ Static wind load 2400 Pa/50 psf Maximum series fuse rating 20 Weight 16.8 10.5 kg/36.96±1.1 lb Power tolerance(%) 0-+3, Connector type - MC4 connector lP 67 - - *STC(Standard Test Condition):Irradiance 1000W/m2,module temperature 25°C,AM 1.5 - Junction box IP 67 With 3-bypass diodes '*The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion.• Length of cables 2 x 1000 mm/2 x 39.37 in Glass High transmission tempered glass Electrical Properties(NOCT*) Frame Anodized aluminum 300 W Maximum power(Pmpp) 220 Certifications and Warranty MPP voltage(Vmpp) 29.3 Certifications(In Progress) IEC 61215,IEC 61730-1/-2,UL 1703, MPP current(Impp) 7.50 ISO 9001,IEC 61701,IEC 62716 Open circuit voltage(Voc) 36.9. Short circuit current(Isc) 8.05 Product warranty 10 years Efficient reduction Output warranty an e±3 ( � Y <2% (measurement Tolerance±3/) �. Linear warranty '(from 1000 W/m2 to 200 W/m2) *1)1st year.98%,2)After 2nd year 0.7%p annual degradation,3)81.2%for 25 years 'NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/m2,ambient temperature 20°C,wind speed 1 m/s Temperature Coefficients Dimensions(mm/in) NOCT, 45±2° IWO A9.32 5.54.0 cx view) ,Size of shotl side 1 Pmpp -0.41%/°C o,ai�h9iea 41" 9a o/3,ao 4.0-73 D•Nee4 - D,alnnalesl aea) IDlsbikebetweenmwnting M191e0 "--- de/IJl9 � Isc 0.04%/°C Y 0am0 be% R3 Groun01n9Z—h91esl Beal Characteristic Curves 9b" ; 11 10 1000 W 1 g 1ON/39.37 t [abl9length - u - 7 600 W 6 5 400 W M 8 L 4 3 200W - fi ' 944132.I7 i S 10 15 20 25 30 35 40 Voltage M 140 1 e d' - E 120 ^o o 1 ---- ---- --------' ------- : a >° 100 Isc- r H _______________________ _ - 35/13B 80 Voc ------------_--------- ....___.._______. _ sm zz so Pmax ......________ n v m r, ' f1I4 NA 6 40 .................................................. Detag% De,aI1Y DeNI Z f _ - long Ode frame SMrtsdefiame 0 J .40 -25 0, 25 so 75 so Temperature(°Q 'r *The distance between the center of the mounting/grounding holes. [� North America Solar Business Team Product specifications are subject to change without notice.' 1� LG Electronics U.S.A.Inc "LG Life's Good"Is a registrated trademark of LG Corp. Life's Good 1000 Sylvan Ave,Englewood Cliffs,N107632 All other trademarks are the property of their respective owners. " DS-N-60-C-US-F-EN-31002 With LG,its all possible.• ' Contact:lg.solar@lge.com www.tgsotarusa.com Copyright©2014 LG Electronics.All rights reserved. 06/17/2014 Jan 1515 02:190 Cotuit Solar LLC 508-428-8441 p.2 arnstable Town of B, 3 Reguiat-)ry Seri ices rll�mas I!. Geifer,Directur- 63 /`ter! ltirfunw�al%' uticling Diviswn Tom Perry, Rilildir—Q,,.6rr mis5i oil r - - N'w—w.'Qll 11.I7:1 i lists hle_ma'u ' icF -)topCrt}. «h4`tl( i l�i'�3_kSt < C:� ip aril Sign. This—Sec. !f l_lstna A,L31fiLdcr: 1 ,F x `J✓�+1s 3CC C'_1 I31: b:'�11ft, i] :+R r-31_rrX; .rd16vt L 1 WndkL1 CIr_�,J ._CIF'lLl (tlS C;£fro[1} fit / rt.41 0-1 M--- If P€opect}* �Q ner is appE�'in;,r for pern�i-t f�Ic ::�c resrnpletr tfie H�mc� ncr,. Lirenti� Fscmp.tiora Fonn on:�e rrFrc r side. ddrer ! Coigmohwealth of lbias achuse tts ?f 3�o/y ':Sheet Metal:Permit Map f Parcel., ,f�Z - Date: 1 Estimated Job Cost: $ .»iLx)O JUL 3 U 2Q14 Permit Fee._$ Plans Submitted: YES ✓. NO Plans Reviewed. YES NO 0 WN o F BA FAI 1F, e Business License#. �� Aps # + Business Information; Property Qwner./Job Location Information: �E�F L.TD COASTAL Name:_ Name: DP-a4a RgRi' E cnrG� IR_ Street:. 1039 ASH ST Street: 45- MEAL iw t'- -266 BROCKTON, NIA 02301 City/Town: Crty/Town:;GE/ViEi2 yzLi-E. Wi.A Telephone: S ba_ Gl l - Telephone: S D - ZS S - �CA _Photo I D:required!Copy of Photo LD. attached: YES. NO staff w6 1 . xi �-I, nrestricted livens . J-2/M-2-restricted to dwellings 3-siories;'or less an..commercial up to 10,0Q0 sq -t /2-stories or less Residential: 1-2 family Muni-family Condo/:Townhouses Other Coemnerciak Office: _ Retail Industrial Educational Fire Dept.Approval, Institutional Other Square.Footage; under 10,000 sq.ft. �/ over 10,000'sq ft, hIiamber of-S$orfles Sheet la►etal work to lie cgmpleted: New Work _L/ Renovation. HVAC� Metal"Watershed Roofing Kitchen Exhaust System, j Metal Chimney%Vents Air Balaucirig 1 Provide detailed:description:of work to be done: .T&U57AC_> 62 4 EA7LA-j& A CyN13 57'S re04 S 14 `�U�vE Sv(Z ►�GSz►� ENGE. . f� %: L�� /Kl EKti�cXr� 1= 20 1) r'E,a L e L fT i i T IM'4 A S FL TTr A I/ I I j I . INSURANCE COVERAGE:: E I have`a current liability insurance policy or its equivalent iwhtch meets the'`requirements;of M G.L .Ch..112 Yes(�/No If you have checked Y1 indicate the type of coverage by'checking the appropriate boz below: k A liability insurance policy ' Other type .off indemnity Ll Bond OWNER'S INSURANCE WAIVER:I:am aware that the licensee does not have the`insurance coverage required Oy Chapter 112 of the ' Massachusetts General Laws,and that my.signature.on this permitapptication Wait'en this:requirement Check Qne.Only Owner' ❑ Agent 0 1 Signature of Owner:or Owner's Agent 1 B checking this box[] t here_ ce y g by rMy that all of the details and;information t have submitted(or entered)regarding this application are true and accurate to the best of my knovrledge and that all sheet metal wort and installations;performed under the permit issue_d for this'appl cation will be F in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 742 of tlie:Generaf Laws: j +; Duct inspection:required,prior to:pnsulation installation YES NO. .: . Piros�,ar Ixis�ech'ons Date Comments �iaaat I>iis"�ectiQ�.. , Date Comments I i Typo of Licenser 3Y n Master idle ❑Master Restncted Ntylrown ❑Joumeyperson Signature of Licensee ❑Joumeyperson Restricted License Number o I: Check at www,masCl;i6y ul 1. l nspector Signature of.Permit Approval .. ,, ,' Tlae Co�nnsonwealtl#'ofliTassachtaseGts • . Depa�nent:oflndtcstrtat�tcciderats D,�ce:of.�nv�tagataorrs.. , 600ashingta 5'ta'eet' Bosfon,ldlA (12.11 . .. J*J!v htq#.gov/did Workers Comp ensation Insurance Affad A ' ers/Contractors/Flectric%aus/Pluaaabers Ayolicant Information �� rrr��e� �e►�n Please:Prmt Lekibly Name:(Business 0rg=zahon4ndividua 1.039.ASH ST_ . MA 1 Address: BROCKTON, I Are you an employer?Check the appropnate bog Type of project:(regdired):•' 1.[Vj I am a employer:with . ❑ I am':a gen erat contractor and I employees_(foil and/or part-tmie). have'hn=ed the'guil oatractors ti. ( New constnictioa,: 2 ❑ ran,a'sole praprietar or;partaer- listed on the attached sheet, 7: ❑Remodeling These sub-contractors sh have ip and no employees ;8. ❑Demolition to and have.workers' worldng for.,me m any capacity P y $ .-. 1;9: ❑$iulding addition (No workers'comp insurance,. comp.;insurance , _ r 5. ❑ We are a cprporatton and its 10❑Eiectncal'eparrs or additions ' . ) 3.❑ I am a ho neownei;domg all work ofhoers have exercised their i'l❑Pli mbmg' epaus.ar additions -myself [No workers'coin nght'gf exemption pt;r ivIGL 12"❑Roof repairs ;ricnrance reqtiired]t c 152 §1{4);and we have no, : 13 ❑Other e to ees comp::msurance requrred:j:: 'Any applicant that checks box#1 must siso fill out the section bclow showing d,F workers'compmsatton po.cy information t]ki6 cvners,who submR this affidavit tbdtcatwg 9 ey are doing all work and their'hue outside contractors must subrmi a new affidavit indicating such;,. tContractors that check tbis boi must attached an iddifionai sheet showing the baine of firs sub-; ontsactora and state wbether;ar notthose on es have- employees.`If the subcontractq s have employees,tl eq must provtdc fiieir workers'comp.,po,r number I am an einploye�,that is provid ing workers'compensation irisurance fnr.my employees X Below is the policy and job site information. Insurance Company Name 8f K__P_L_ES Policy , or Self-ins Ltc ## d `[� .Expiratiorr'Date Job Srte:Addre C i ��NT �,6,6 // aZ ' ssi � m A/� <.� FP Attach a:copy of the workers'compensation policy decisration page(showing:the'policy ntzmli9 and expiration date). Failure.to secure coverage,as required under Section 25A.of MGL c 152 can lead to the imposition'`of cam nA penalties of a ,fine 'p to' 1,SOb:QO and/or one-year imprisonment,as well,as civil penalties in the form"of.a STOPWORg ORDER and a fine of up to$250.00 a,day against t ie violator.:Be advised that a copy`:of this siat6MD3it maybe forwarded to fhe Office of Investi lions: e. IA f 'u' m'm+nce covers ewenfication I do hereby er the pains and penalties*penury,ihat,the info on provatled ab PC.is,true.and comect. `, T ,. . : : Date. ::Phone, b t3 - ! 65— q tl. - �00cial use-only. Do;not write_in this area,to:;be completed by city or.'lown offciaL Cray Issumg.Authority(circle one): , Board 4Heal 6 2 ding,IDeparbnent 3 CitylTown Clerk 4;)alectrical Inspector S;Plumbing Inspector ._ Contaf Person• Phone.#: i- .. ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 07/22/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER CONTACT Judy SalkoVitz Bearce Insurance Agency,Inc. PHONE 670 Pleasant Street . (508)586-3400 FAx .(508)586-3700 Brockton MA 02301 E-MAIL JSelkoOtz@Bearce.com INSURERS AFFORDING COVERAGE NAIC If INSURED IbISURER Acadia Insurance Company .Citation Insurance 34754 Coastal Heating&Air Conditioning,Inc. 1039 Ash Street INSURER C ,Liberty Mutual g1g8, Brockton MA 02301 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AD DL SUER TYPE OF INSURANCE POLICY EFF POLICY EXP UNITS D X COMMERCIAL GENERAL LIABILITY BKS55722745 12/05/2013 12/05/2014 EACH OCCURRENCE S 1,000,000 CLAIMS-MADE FX-J OCCUR DAMAGE TO RENTED S I00,000 MED EXP(Any one arson S 15,000 PERSONAL 8 ADV INJURY $ 1,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY 1-1 PRO- LOC PRODUCTS-COMP/OP AGG S 2,000,000 QTHrR- B AUTOMOBILE LIABILITY ZT5262 7/17/2014 7/17/2015 COMBINED SINGLE LIMIT S 500,000 ANY AUTO BODILY INJURY(Per person) S ALL OWNED J( SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIREDAUTOS X AUT SEED PROPERTY DAMAGEjdaa (Par aw S S D X UMBRELLA LIAB OCCUR US055722745 12/05/2013 12/05/2014 EACH OCCURRENCE S 1,000,000 EXCESS LIAR HCLAIMS-MADE AGGREGATE S 1,000,000 A WORKERS COMPENSATION WC-20-20-003793-01 9/14/2013 9/14/2014 X PER OTH- ANYAND EMPLOYERS'LIOPRIETOPAAB ILITY Y/ NERIEX OFFICCE U ERIME BER EXC DED?ECUTNE NIA E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) 500,000 If es,describe under E.L.DISEASE-EA EMPLOYEE S —TIONS below E.L.DISEASE-POLICY LIMIT 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N mom space is required) CERTIFICATE HOLDER CANCELLATION AI 024183 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE f Fax:(781)751-9189 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD f Town of Barn table Regulatory services ;~ Thom6li Geller,Director f BlItiidfim Division Tom Peruildin` Coffimissione, rY� g r 200 Main Street,Hyaiuus,MA 02601. `www town.bariist�ble�ma.us' Office; `508-862-4038 Faac SQ8-790-6230 x: ptOperly ®G 11�r M Corriplete acid sign'I'll is �ootiori-. sing1�,Builder I, �.�1rJ. •. 1 of the subject property hereby`authorize' �eAs?l�. t{ Vek" t to act on my'behatf, in all matters relative to work authorized by t}us building permit s (Address o£job)` . Pool fences and alarms are the responsib1 t of the applicant., Pools; are not to.be filled before fence�s:installed andpools are not to be utilized.until. all final inspections are performed and accepted.. Sign .e of Owner; S'` afore'_of Applicant Print Nafne �iQ,65 �'�G?b Print Name. Date . Q:FOFtM$;OWNERF'ERMI$SIONPOOI S OWNER AUTHORIZATION FORM. Stateenent of Ownershig We, Gordon C & Christine.M J .Drake; as,-Ovvne,s of the subject property, hereby authorize Reed eai t�A;to acf on our behoi;, ih`all matters relate%e to work authorized by this building permit apblcat1on tor. 45 Meadow farm RW Ce�t6 ���e, k M632 a 18 , P ed0l 1�8 02 Na' e ®� a�tti �°iz�d A�eilat J C"ontractor; r2A f;e �ty, r , dad RFEF, Caoe Cod's Nome;;:BuVd' 24 SchooJ Sfreer, . P O. Box 86 ►!i/estJetrtrs, ;till 02670 �' ✓ Gwrier Signature Date qJ Owner Sign ure . G Print fume P1710 Barrie . °OWNER , . HORIZATION F®RiVi- , Staterr�eraa®f'Owrterahtta We, Gordon C &Christine Pll; J Drake as Owners or the subject property 'hereby` authorize Reif e4ea6tp t� .to act on'our behalf in all matters rslativo to Urork authorized by this building perrr'it application for:: 45 MII eadb Farm load . Cep , ervB��� _�A +D2632 " , ;I . �Sl .P9, Paece6.1184Q2 { ". NAme;of uthorozed`46ent/Oor�tractor Ree`,;Realty Ztd.; . . . dbd:REEF,;Cape Cods Home Builder IVIalteuv K ,Teague,: 24.School Street P 0 .E3ox,I' , AIM t Dennrs; y,4 a267t7 . . l > / 7 r . Owner.Signature "' Date :. 1 - /t1 Owner�igri_ ,ure Print Name ...,. " , L 1 -,r-l-.-:,-. ".-,6 4?--,.,: � . . ,. �- ''. ��,-_. . , -. , � � _ .t ,.- I-..,� .I-I z 1� . . . PrmtName . ,. , - /d c • ------------------ M_I y �_ f r-::--= -= --= REEF __. _... .a .� - N . I N v � -- ,= s L - �- - - - ---- - - I I 1 I 79 7 v CMG m 3 Ti ! , k" WALL DETAIL ;y s, •,v I — t! .a_.:. I � I `-"" - ------ � - FOUNDATION PLAN - WAlSALL DETAIL FOUNDATFOUNDATIONPLAN ��p ^n. 9G , •�-e 80ALEruo•A A . i L •� � Ara { 4 n 1.+�•,�.-.....—..�... � !E!� a i.+aa"' 1 � ..�� Ln 410, v ID WINDOW SGME DOLE. Af i T.o Rmr a►Lwo N7R• mr '+ Q f $ t .i ti ere..M1 r ,;�! rm•c f.e rD•r e•.w• a j�_. �" .s - � �'' a .�..�°.'� .,,�& tP_n �. e rmoaa Y•�us'r!'-.v� a I �,p. R- All- EeMy _ .!T•' yD 1 D •!QO !'-O X.•.f4 ri' {•` � `.� a.�' Sti f ne i� �...... �r.F � �.r• . i • �i � ~• � 4 .'.� �, Cle..•. ti'a+c..«at 17 r � '3 i � ctwTsv T=a sn•rr•e 4r • �.. w 4-.-•^""' ♦..,.Q� Q�.�^'+:'_(e}. -. • "�ir- �j ' .. ctPlm f..:Y•ryr•.4 s V rfdwt.aaL. _ { �pl o aarm•,• rw.a•: r I y .,E arYasM '•o'r r-.• • 1 e �+® ; � + 'F.. - �r.f!nE..--..� —�` • L 1 r CSGMI i•D 4l rfi yr? r Yi i A• pba 100 e[RPE n6lr4 l%* CA-45 DMILAT�miN HL�• a 1 p GLaDI {!yam 3 LAV RM75F SPE.0, ADS TiOR WNDOm OSTA4PlAIR . •� KWT ALL R.O.AND STTLEa D11u Su^PtsL AT LEAST OIE emRCCa IrALL love"Lo.or.PRT GEAR CrCM p !L'T CLEAR 49-0b•S SaAJA CC 70'a WD74 AND W 1A*4150 T AMD SHALL"A t A!LL MllrNa MM oROATER THAN/A'v M ft ALL M*—I NHe4Ds WTN SUPPUM { PROV C*EXTdypN JA10S FOR MOCIM N7XA UALL 00.0TR1 rTCH j #. DOOR SC14EPULE 11 FIRST rao rrve a 1rNNor L•rn • •'..r .�_• I FLOOR PLAN ara•To.laacraroim wDuooarooaa nooaeae �•rrrw ��urc_ �.__._. .+....v' �.........._�..._. ; kr .,w._• _ �� FIRST FLDOR PLAN �• •. ___ ^- roEDreo►etRueTuee AG.t]A Are>r/:•1-v . -vs..•...�nmlaa To Cow"OF CsJwT •y�e aa.Pr. I REEF Comm 1 i o .�6� phi +',+'��✓ ,�. J �,... `c2. f B �g SEC l :cec 4 � ND — -- FLOOR FLOPLAN SECOND FLOOR PLANSCALE, a �e EICRA&41 A2..3 2NID 4"2 m Rt. E10NL9.NJs eo.PT, f 4 OMMUCM to CEMER OF 05JECT - . ,.t,,.�......_.._._ ............ ... ......A...... : Ott COMMONWEALTH OF MASSACHUSETTS; > t 2. MMONWEhLTHOF CHUS E. SHEET METJCL ORKE��tS ISSUES THE FOL Low ING 'LICENSE ISSUE TH -;40L OW[NG,.LIOENSE AS: A MASTER UNRESTR.I CTED ` ra c� , P` AS A ,BUSINESS.. PETER MER I ANOS �L �� � � APE MER,I ANDS / 'fiY r WI�-G AND AIR Ca�lDl �1039 ASH ST 1039 Ao BROCKTON 11A 02301 6238 ) ROCKON MA 02301 \ 47 o7/z8/15:: 476013 °'02/08/;.1.6 179997 CONTROL # Jr IMPORTANT CONTROL # iJ ( f ? J a-r ,-cense is lost,damaged or destroyed; is inaccurate;or IMPORTANT ncecs to oe corrected,visit our web site at mass.gov/dpi for If your license is lost,damaged or destroyed;is inaccurate;or .nstr,,,ct,ons to ensure the proper mailing of your Renewal needs to be corrected,visit our web site at mass.gov/dpi for :,ppiication and any other correspondence. instructions to ensure the proper mailing of your Renewal Tnis :icense is subject to Massachusetts General Laws and Application and any other correspondence. regulations. Your license is a privilege, and cannot be lent or This license is subject to Massachusetts General Laws and assignec to any person or entity under penalty of law. Keep this regulations.Your license is a privilege,and cannot be lent or ocense on your person or posted as required by law and/or assigned to any person or entity under penalty of law. Keep this reg_;at,ons. license on your person or posted as required by law and/or regulations. Parcel Lookup Page 1 of 1 .Z'0�" , MASS Logged In As: Parcel Lookup Wednesday, July 30 2014 Road Lookup Condo Lookup Multiple Address Lookup Reports Search Options Search By Street i- Street # Street � Name Village All Villages --7D Search <PrevNext>Page 1 Rows/Page: �o_z of 1 Parcel Location Owner Village Index Map 189 45 MEADOW DRAKE, 118- FARM ROAD GORDON C & CEN 2293 189118,002 002 CHRISTINE M J r i http://issgl2/intranet/propdata/lookup.aspx 7/30/2014 NE �I Town of Barnstable Building Department - 200 Main Street CIE, * Hyannis, MA 02601 1 6 °i (508) 862-4038 Certificate of Occupancy Application Number: 201400612 CO Number: 20150013 Parcel ID: 189118002 CO Issue Date: 02104/15 Location: 45 MEADOW FARM ROAD Zoning Classification: RESIDENCE 0-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: REEF REALTY LTD. Permit Type: RC00 - CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE Bq-ilding ,.,,:. 201400612BARNSTABLE, Issue Date: 02/25/14 r m i t 9 MASS. 1639• �� Applicant: REEF REALTY LTD. Permit Number: B 20140362 Ap�p�.la Proposed Use: DEVELOPABLE LAND Expiration Date: 08/25/14 Location 45 MEADOW FARM ROAD Zoning District RD-i Permit Type: NEW SINGLE FAMILY HOME Map Parcel 189118002 Permit Fee$ 4,080.00 Contractor REEF REALTY LTD. Village CENTERVILLE App Fee$ 100.00 License Num 175486 Est Construction Cost$ 800,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 4 BEDROOM W/3.5 BATH RESIDENTIAL HOME W/SUNROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL +2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SEMINARA,ANNE I BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 1219 INSPECTION HAS BEEN MADE. SOUTH DENNIS,MA 02660 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT T.0 OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER ORARILY R R ;ENCROACHMENTS.ON;PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUQ.DING CODE;MUST BE APPROVED BY THE JURISDICTION::STREET OR Y GRADES ADE AND LOCATION OF.PUBLIC SBWERS MAY BE. -1 .,. OBTAINED FROM THE DEPARTMENT OF PUBLIC.WORKS. THE ISSUANCE OF THIS PERMIT'DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION F RESTRICTIONS 3' MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). a a. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 -�p(�.. 1 S j� (k C7 0-4&17u-h/z -IoL- 5 q(0 10141 3 g�,-� � I3 1 1 Heating Inspection Approvals Engineering Dept - '1yo Fire Dept � � 2�` � � Board of Health y OV, 01�( 1 Y% w S O rN,�(g�o55►��n` GVMI"`��l y a/ y1 f 5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map. Parcel A lication� � p �' pp Health Division Date Issued Conservation Division Application Fee Planning Dept. �� - � Permit Fee �� �v�% OD Date Definitive Plan Approved by Planning Board Historic - OKH rip_ _ Preservation/ Hyannis Nam Project Street Address 5}S��s6) , A Village���t _V t �� Owner c S . -+CA4AIo c-i use M t7 , AddressT.SG $I Tx X1 �p _=4a-A KX__ CR14 2 4 Telephone aIn.` Gee: .Permit Request &ice At, "9%4 4.- -Ermy.,M '�.��?,A-T*i " S t�t3r�Ltnrt 't' Z (_T_4- s Square feet: 1 st floor: existing propose 2nd floor: existing proposed2&_29C Total neAU3 Zoning District S Flood Plain Groundwater Overlay Project Valuation Construction Type M M,V Lot Size �2 ,00 s rr Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes KNo On Old King's Highway: ❑Yes �(No Basement Type: AFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area sq.ft) 'O�B' S Number of Baths: Full: existing new Half: existing new _ Number of Bedrooms: - q._new o C> ti Total Room Count (not including baths): existing new First Floor p m Cou2 -;F. Heat 4pe and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New _� Existing wood/coal stove: 0�'es �No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ® existing,❑ *�W 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 ii Proposed Use 46ns i=>-r_-Kt'r1A L-, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1�`'�'� t='�D Telephone NumberC'3�&, A 1.4-,�p Address .O 81192 License # Ogtj ].T��y� r� Home Improvement Contractor# + e o 'AIowa - r' C orker's Compensation # ^� cjyk ALL CONSTRUC N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SA 2 SIGNATURE DATE l D l FOR OFFICIAL USE ONLY j APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE . ` OWNER r DATE OF�INSPECTION: ^FOUNDATION Q6� 5j2-S11 y l>Ffelj-- k e,. i J, pp FRAME O (� INSULATION o • �y. a„- s ys. FIREPLACEa ELECTRICAL: ROUGH FINAL } PLUMBING: ROUGH FINAL � r GAS: ROUGH -= FINAL - 0 -zj FINAL BUILDING 3 DJ DATE CLOSED OUT 4 .. ASSOCIATION PLAN NO. a , x a r F 1 , PROJECT NAME: ADDRESS: PERMIT# ,;;�c CO C �-- .PERMIT DATE: - � LARGE ROLLED PLANS ARE BOX SLOT Data entered in MAPS program on: 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 Legibly Name (Business/Organization/Individual): Address: . City/State/Zip: 11J ,�wNI's is ,Pala a2.L,l-6 Phone#: ba8. .39 4.3a90 Are you an employer? .Check the appropriate box: :. Type of project(required): 1 ElI am.a employer with 4. I am a general contractor and I I. employees(full and/or part-time).* ave hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We area corporation and its. 10:❑ Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 1:1.❑ Plumbing repairs or additions myself. No workers' com right of exemption per MGL Y [ p• 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. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 1 t`l�Lt2.,e,NC-� Policy#or Self--ins. Lic. #:. v'S�- (cy4-4-• "", ~' Expiration Date: 15 19 — l�-- Job Site Address: S M -.4 F,�94,4, City/State/Zip: - _J L U 6, {�/ .10-qW2__ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and the pa and penalti of perjury that the information provided above is true and correct. Signature: Date: 2 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Affidavit of Substantial Financial Interest of R�-F �=�tl,i �-r i7 , on oath depose and state as follows: 1. I am an applicant for a building permit for the property located at Map 18 9 , Parcel The address of the property is 4-s Miaow P,49-kA -TZ-oA— 2. 1 have % legal or equitable interest in the real property which is the subject of the b ilding permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address r A 4. Within the last twelve months, from today's date, which is , I have had ,a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel, Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. r 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal r equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable int rest. , 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju 1 4 da 1 , 200_. 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT OWNER AUTHORIZATION FORM Statement of Ownership: We, Gordon C. & Christine M. J. Drake, as Owners of the subject property, hereby authorize Reef Realty Ltd.to act on our behalf, in all matters relative to work authorized by this building permit application for: 45 Meadow Farm Road Centerville, MA 02632 Map 189, Parcel 118-002 Name of'Authorized Agent I Contractor: Reef Realty Ltd., dba REEF, Cape Cod's Home Builder Matthew K. Teague 24 School Street P.O. Box 186 West Dennis, ft�A 02670 ' l zV Owner Signature Date Owner Signature Print Name f i .7-1 Print Name Bk :27627 P:931.7 .:48063 . MASSACHUSETTS STATE EXCISE TAX WHSTABLE COUNTY .REGISTRY OF DEEDS Data_: 08�16-2013 a 01:57Rat Ctlt: 1012, Doct: 48063 Fee: $1,316.70 Cobs: $3E5:000,00 BARN5TABLE COUNTY EXCISE TAX QARNSTABLE COUNTY REGISTRY OF DEEDS QUITCLAIM DEED Date- 08-16•-2013 O 01:57am Ct1a: 1012 Doc4s 48463' Fee: $10039.50 Cons: $385YO00.00 PROPERTY ADDRESS: Lot 5 on Plan Boob 558,Page 7.8 . 45 Meadow Farm Road,Centerville,IV.[A, I,ANNE L SEMINARA of 93 Coles Pond Road,South Dennis,MA for consideration paid in full of Three Hundred Eighty Five Thousand and 00/100($385,000.00)dollars Grant to Gordon C..Drake and Christine M.J.Drake,husband and wife as tenants by the entirety, of PSC 81 Box 29 APO AE'09724 With quitclaim covenants The land located in Barnstable.(Centerville);Barnstable County,Massachusetts and being described as follows: Lot 5 on a plan of land entitled"Fuller Farms Subdivision#777 Definitive Subdivision Plan of Land in Centerville(Barnstable),MA Prepared for Fuller Farm Realty Trust,'Scale: 1".40', Date: April 20,2000,revised Date: June 5,2000.Add Parcel B,Notes",said plan recorded in Plan Book 559,Page 78. The grantees take subject to the Declaration of Protective Covenants recorded at Book 13189, Page 10 as amended this date in Boolc76 Page 3/.7 and by virtue of accepting a deed they become members of the Homeowners Association Trust as recorded in Book 13189,Page 22. Bk 27627 Pg 31.8 #48063 For my title see deed recorded in Boob 13594,Page 81. Witness my hand and seal this day of August;2013, ANNE I. SEMINARA COMMONWEALTH OF MASSACHUSETTS Barnstable,ss August 2013.. - Then personally appeared before me,the undersigned notary public,the above-named ANNE I. SEMINARAO who proved to me through satisfactory evidence of identification,which were . o is known by me and to me known to be, the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. Not lic My eommissioroVires: JEFFERY JOHNSON Notary POWC Commonwealh of Massachusetts BA�NSfiABLE REGISTRY OF DEEDS MNovember 10 E017 November 10,20l 7 _ ent of Public Safety Massachusetts Departm • Board of Building Regulations and Standards Construction Superi isor License: CS-083445 n� MATTHEW `EAGUE 1492 HYANT6-BARNST�ABLE ' r-i ROADBARN STABLE MA;p2630, y Expiration Commissioner 05/14/2014 G I offic e of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 51.70 Boston,Massachusetts 02116 Y Nx Home Improvement Contractor Registration Registration: 175486 Type: Corporation Try 240388 riYi Lacy, €' Expiration. 511612015 • �^� .,.:J4'�^d��j �J;� fit. REEF REALTY LTD. MATTHEW TEAGUE — � s P.O. BOX 18 W. DENNIS, MA 02670 . Update Address and return card.Mark reason for change. n Address [� Renewal �] Employment [] Lost Card 1 20M-05/11 j /ze tpoanir�zaricaecc�L�z d��coa�cc�ccaeG� License or registration valid for individul use only ffice of Consumer Affairs&Business Regulation before the expiration date. If found return to: MENT CONTRACTOR Office of Consumer Affairs and Business Regulation HOME IMPRQYE_:.., Type: V- F`Registration: 175486 10 Park Plaza-Suite 5170 511 6120 1 5:y! Corporation Boston,MA 02116 Expiration_, ;EEF REALTY LTDr AATTHEW TEAGUE ?4 SCHOOL ST. g Not valid without signature JV.DENNIS,MA 02670 Undersecretary `OFtNE 10,;� Town of Barnstable O.a BARNSTABLE. ' Regulatory Services MASS. 039 ,0r Building Division pfED MA'S a• 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �� F Location J �`I EA N W F�I'e ry 12 D Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: l-AU�4 PL1-�rf- NC ,A-r-rr-A C YFQ -P FZ-Po f- T-D Top Cof rYCCMrC /Vdi 5:�Js"i AU-Eb Co 141,//V lie Please call: 508-862-4038 for re-inspection. 1) /� Inspected by �--- J� J Date 1 _ E . IACU - � d . FOR REGISTRY UBE �' WW�� ASSESSORS uAP t9g PNRSL tt8 ..B/rt00°aNsLi9°LFE>sNEt/z30001 0o s c GIN ,r] "' °R9 ,y -.2 .Ro-i 4Ss6U!r �eM utu ' ' ,wcusr' 9 es. 11r`•ww :Fxo ' VVV - mourncE po•wl ' GRO NOYr 1ER OVERu ° M - �l�& S] I0� s ze( FV�LE --' � sET�cRs SUM soR . .owwea Or cGRm 3 6:. o as .°t xle 6z R pAp �F T xJ toTAL ARU OF-G.ut9EL. Ro=. LOTS 415]6 SF(1 25 A ES)f'.. Yb - MEA OF PR06O5E3 ROAR 32.51 0.. MICA Di PARDEI.♦ 30l3 Si � �'' ) `�.59• /. .. . C CO.—.— . hMT IW�P:T H49 �REPMED bX / PA a A N rORYNI^E WRH HE.10ND EONATIOVS - OF THE REGSDNRS or O S EPGECTNE JAN 8 � / AS JA S03S 50 i 0 d 'MD p N.). S. / U Jg( AT+G - 'BO11N05 WILLaE S!'T ON FAfJi LOr. d % y SxN S:� YydY$'' MUTE TxC WRq LIFO lPbgy'jJ39 1.:. Y3 o f �` ANct•AaEA. �s7 � � .°.B! �J �-W ��� s . . hr - ''airy, N]ra9s•Dk' -`� � b aq.t. ,9 - .. N6,.,rsr �' C ' $ / SA°ASE.S.T. 02 ncacs) coi �.A?r (1:oz ACRs) _g'o4zv / / PIR/Ael6 9 f ^g mM^ %' 10'WIDE r LOT, ) 1 . SLOPES,. t 43.61.2S.I. °\ Z W w' 20.31. EASEIIEM ' @ 0. I n's SLOPE, (t oo M ES) N],&}W ✓y ' �I EASEMEM /. P.P'A_z°96 d _ f 7 4yqq n/«/h SAPE.EASFNEn L.65I' i �03 7 Rr LOT L-2s. sa]r .. O .. / 44,258 S.F: / `R.SO.00 H)8'} •W j ACRES) / SLOPE FASEMfM .. J/ m \ 'I5.88 ol o. (Im_SS) s 2a'e -- �= 'LTZJ� A LOT Y 21.SY R 91,)ti 2.1s SG k 7 N 58'3208 W Ar 9a• 6g�. 4/ L - - E>eslmo y 1y RrP/A.1).4B Dtvfll' by - LOT E /OAS RMNAOE 7A N ry TOMARu-S4ssF.) .: A SAS - i•' - OF—ARG $449 0.3 W, 'w, 6O�jry �O .% TO BE by / .. '..' .. /+�/ _/.�' i 6 mod• To I¢pE.t).ag OLt-,R .'. -'-_•_-_ TO�En _ 3 g, h0�0 x ' A O RAQ SxA➢f TO HERE ""$� }.•�`/ 0. .S\zJ2p+4tJ : i+' BE REUWN �•\SK' uvv/i SSI'Ir $Y /..: .. ../R 0.0 4 IJo S of d'8 �6 LOT 5. F/ 10 / ru House ruo6et e o TOTAL MU.$1.218 So Aqc/oG LM .61.z 8 A R. 'N S•� . ; SQ.Tg 32 g-,/ �A, y- . 3 PaP/A 1G89 ON I.3 ACRE REA I' 1 A Ia 61 9 A r �r~ ?, ^ °°° �S� w�% �eyp �6 FULLER FARMS •.. N 3603 36`]=5 �' O pB� OY'- ;*4 W INROUNN DR PE y•NETUNU rII L 1?o n BU N DEPINITVS SUBDVISION PRN GL ° .. � �z�$ ~�� B� + A( 1,s4i sites AeuaoNC LOT) - - •._ n -_- /�$y^ CENTERVILLE:(BARNSTABLE), MA EJnN _PREPARED R ro _6 x•F J,N. ',/•; £NM�NS NOMPrtD APPROVAL IS REQUIRED ]P�113•T- VAOFH IXE 4JBCN6WN cmM UW.. - - - . ry :s BSEz at S690a}BE ].rs 8 Ja/ ;h�yg°%) ��o88.Pss 3 Ilt 3bARhQ NNING oARo. FULLER FARM'REALTY TRUST.• - D SPLM:EO i .. .. \ `RONDAM- 20,2000- .Je .E -'., 566, %985• .++ .%a 0�0 I ADO PARCEL S.HDTES�W - .'CRM BERRr BOG t]426 /. _ S4 - :W1E4 t� JE M NOM'EE ipVSTN6••A.° ,0. ...0 ddrvn cape engineering, inc. y OF'f,.PUN 6VB,E4r TO A COVENANT M BE RECORDED HFREw17H... \'\• cLERIe w TxE rowN aF eu9isrAele,cEamv rlwr.THE ® . - e imnr[os A,a+��THE aIAN was RECEr.EtJ °arcoaoEo ur r omcE. CIVILAENGINEERSA' .. -+ _.a4 >a' - .,.-+� -'—= AND TIW No 6°OEC°E.OF EOA" wR'omcoF�OSAm°Hw"1°cETUE TwFNM wrs,En ,_ :...__,.LAND�SVF2VEYORS : .:') +• -./y — anMa THE a+ a _ 939 inein St.wnOutA,ru 92675 te.309 SbE-PDDO foWx LLEIet T, Boise cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1st FUDR10 ` - Dry 14 spans No cantilevers l 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\1st_FL\DR10 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts r Code reports: ESR-1040 Misc: IT tI I I. 06-07-00 06-09-10 06-08-00 06-07-06 BO B1 B2 B3. B4 .Total of Horizontal Design Spans=26-08-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load aUnf.Area (lb/ft"2) L 00-00-00 26-08-00 40 10 14-00-00 2 Unf.tin. (lb/ft) L 00-00-00 26-08-00 0 120 n/a 3 Standard Load Unf.Area (lb/ft^2) L 00-00-00 26-08-00.40 10 14-00-00 Disclosure Controls Summary value %Allowable.Duration Case Location Completeness and accuracy of input must Pos. Moment - 6,255 ft-Ibs 44.8% 100% 3 23-09-06 be verified by anyone who would rely on Neg. Moment -7,955 ft-Ibs 57% 100% 4 06-07-00 output as evidence of suitability for. End Shear 3,063 Ibs 48.5% 100% 3 20-11-14 particular application.Output here based Cont. Shear 4,809 Ibs 76.1% 100% 4 05-07-12 on building code-accepted design properties and analysis methods. Total Load Defl. L/999 (0.089") n/a n/a ,3 23-06-10 Installation of BOISE engineered wood Live Load Defl. L/999(0.072") n/a n/a 9 23-05-13 products must be in accordance with Total Neg. Defl. L/999(-0.038") n/a n/a 3 16-11-00 current Installation Guide'and applicable Max Defl. 0.089 n/a n/a 3 23-06-10 building codes.To obtain Installation Guide or ask questions,please call Span/Depth 8.6 n/a n/a 0 00-00-00 (800)232-0788 before installation.\n\nBC CALCO,BC FRAMERO,AJSTM ALLJOISTO, BC RIM BOARDTM,BC10, Notes BOISE GLULAMM,SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM@ VERSA-LAM@,VERSA-RIM Design meets Code minimum (L/360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1 VERSA-STRAND@,VERSA-STUDO are") Maximum total load deflection criteria, trademarks of Boise Cascade wood Minimum bearing length for BO is 1-11/16". Products L.L.C. Minimum bearing length for B1 is 4-11/16". Minimum bearing length for B2 is 4-1/4". Minimum bearing length for B3 is 4-5/8". Minimum bearing length for B4 is 1=11/16". Entered/Displayed Horizontal Span Length(s) =Clear Span+•1/2 min.end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 (&�,B.ise Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1st FL\DR10 Dry 4 spans No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALC®Design Report- US BuiId',2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\1st_FL\DR10 Address: 45 Meadow Farm Road Specifier: City,',State, Zip: Centerville, MA Designer: Custdmer: Reef Company: Shepley Wood Poducts Code.reports: ESR-1040 Misc: Connection Diagram -►{ b d e a minimum = 1-1/2%=6-1/2" b minimum =4" d =24" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 2 of 2 iIil►lsoise.cascade Single 9.-1/2" AJS6140 Joist\1st FUDR11 �1 Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC.CALCO Design Report- US 16 OCS i Repetitive Glued &nailed construction Build 2627 File-Name: 10474R Deacon Joseph Ln ' Job Name: Description:Designs\1 st_FL\DR11 Address:. 45 Meadow Farm Road Specifier:,:' City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood:Poducts Code reports: ESR-1144 Misc: t >> 15-08-14: 06-02-10 BO, 1-1/2" 131,3-1/2" B2, 1-1/2 Total of Horizontal Design Spans=21-11-08 Live Dead Snow Wind Roof Live, OCS Load Summary Tag Description Load Type :. Ref. Start End : 100%: 90% : 115% 160% 125%° 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00: 21-11-08 40 10 16: Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos.Moment 1,425 ft-Ibs 58:1% -100% 2 06-06-09 be verified by anyone who would rely on Neg. Moment 4,466 ft-Ibs 59.8% 100% 1.: 15-08-14 output as evidence of suitability for End Reaction 436 Ibs 45.0% 1000/6 2 00-00-00. particular application.Output.here based Int. Reaction 1,061 Ibs 45.1% 100% 1 15-08-14 on building code-accepted design . properties and analysis methods. End Shear 432 Ibs 372% 1.00% 2 . 00-00-:12 Installation of BOISE engineered wood Cont. Shear 608 Ibs 52.4% 100% . 1 15-07-02 products must ben accordance with Uplift -183 Ibs n/a 100% = 2 21-11-08 current Installation Guide and applicable building codes.To obtain Installation Guide Total Load Defl. U671 (0.282") 35.8%- n/a 2 07-03-04 : or ask questions,please call Live:Load Defl.:. U832(0.227"): ;:57 7% n/a 5 07-03-04 (800)232=0788 before installation.WnBC 'l Total Neg. Defl. L/999 (-0.024") n/a n/a 2 18-03-10 CALL®,BC FRAMER@,AJSTM Max Defl: 0.282" 28.2% ' n/a • 2' 07-;03-OA • ALLJOIST.O,BCTRIMIBOARD?"",BCI®, BOISE GLULAM S MPLE FRAMING: Span/Depth 19.9 n/a n/a 0 00-00-00 SYSTEM@.;VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM®, Cautions VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Cascade.Wood Uplift of-183 Ibs found at'span 2-Right. `, Products L:L.C. Notes Design.meets Code minimum(U240)Total load deflection criteria. Design meets User specified (L/480)`Live load deflection criteria. - Design meets arbitrary(1") Maximum total load deflection criteria.:. Minimum bearing length for BO is 1-1/2". . Minimum bearing length for B.1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + V2 intermediate bearing Calculations assume Member is Fully-Braced. Composite El value based on 1/2"thick Douglas Fir plywood sheathing glued and nailed to member.. . Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise cascade Single 9-1/2" AJS® 140 Joist\1st_FUDR12 Dry 13 spans I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US 16 OCS Repetitive Glued &nailed construction Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\1st_FL\DR12 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1144 Misc: •t t p '� r t. Al � a R 11-10-04 15-08-04 06-02-10 B0;1-1/2" B1,3-1/2" B2,3-1/2" B3, 1-1/2" Total of Horizontal Design Spans=33-09-02 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft"2) L 00-00-00 33-09-02 40 10 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,036 ft-Ibs 42.3% 100% 3 19-06-08 be verified by anyone who would rely on Neg. Moment -1,363 ft-Ibs 55.7% 100% 4 11-10-04 output as evidence of suitability for End Reaction 338 Ibs 35.6% 100% 2 00-00-00 particular application.Output here based on building code-accepted design Int. Reaction 1,059 Ibs 45.1% 100% 4 11-10-04 properties and analysis methods. End Shear 334 Ibs 28.8% 100% 2 00-00-12 Installation of BOISE engineered wood Cont. Shear 539 Ibs 46.5% 100% 4 12-00-00 products must be in accordance with Uplift -0 Ibs n/a 100% 3 00-00-00 current Installation Guide and applicable Uplift -134 Ibs n/a 100% 3 33-09-02 building codes.To obtain Installation Guide P or ask questions,please call Total Load Defl. U940 (0.2") 25.5% n/a 3 19-07-02 (800)232-0788 before installation.\n\nBC Live Load Defl. U1,117 (0.168") 43% n/a 8 19-06-08 CALCO,BC FRAMER@,AJSTM, Total Neg. Defl. U999 (-0.036") n/a n/a 3 07-07-01 ALLJOISTO,BC RIM BOARDTM^ BCIO, Max Defl. 0.2" 20% n/a 3 19-07-02 BOISE GLULAM SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Span/Depth 19.8 n/a n/a 0 00-00-00 PLUS@,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDS are Cautions Products of Boise Cascade Wood Products L.L.C. Uplift of-134 Ibs found at span 3- Right. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing,length for B1 is 3". Minimum bearing length for B2 is 3". Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced. Composite El value based on 1/2"thick Douglas Fir plywood sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Y A (T�Boise.9ascade Single 9A/2" AJS® 140 Joist\1st_FL\DR13 Dry 1 span I No cantilevers 1 0/12 slope Wednesday,February 05, 2014 BC CALCO Design Report-US 12 OCS Repetitive Glued &nailed construction Build 2627 File Name: 10474R Deacon Joseph Ln ` Job Name: Description: Designs\1st_FL\DR13 Address: 45 Meadow Farm Road Specifier:. City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts . Code reports: ESR-1144 Misc: 1 I . ps Ak � � mK 15-09-12 BO, 1-1/2 _B1; 1-1/2" .. Total of Horizontal Design Spans= 15-09-12 Roof • Live Dead Snow Wind Live OCS Load Summary Tag Description Load Type :. Ref. Start End' 100% . 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00: 15-09-12 40 10 . 12 Disclosure Controls Summary value %Allowable Duration. Case Location Completeness and accuracy of input must Pos. Moment 1,563 ft-lbs 63.8% 100% 1 07-10-14 be verified by anyone who would rely on End Reaction : 395 Ibs 41.6% 100% : 1 •00-00-00 output as evidence of suitability for End Shear 392 Ibs 33.8% 100% 1' 00-00-12 Particular application:Output here based Total Load Defl. U539 0.352" 44.5% n/a 1 07-10-14 on building code-accepted design ( ). properties and analysis methods. Live Load Defl. U674 (0.281"): 71.2% n%a 2 07-10-14 Installation of BOISE engineered wood Max Defl. 0.352" 35.2% n/a 1 07-10-14 products must be in accordance with Span/Depth 20 n/a n/a: 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation.WnBC Design meets Code minimum (L/240)Total load deflection criteria. CALCO,BC FRAMER@,AJS-. ALLJOISTO,BC RIM BOARDTM,BCI), Design meets:User specified (L/480)Live load deflection:criteria. BOISE GLULAMTm,SIMPLE FRAMING` Design meets arbitrary(1") Maximum total load deflection criteria.'. SYSTEM@:,-VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS@,VERSA,RIM®, Minimum VERSA-STRAND),VERSA-STUD)are bearing length for 61 is 1-1/2". trademarks of Boise Cascade.Wood Entered/Displayed Horizontal Span Length(s)=`Clear Span+ 1/2 min. end bearing + Products L:L.C.' 1/2 intermediate bearing Calculations assume Member is Fully Braced. Composite El value based on 1/2"thick Douglas Fir plywood sheathing glued and nailed to member. Design based on Dry Service Condition. . Deflections less than 1/8"were ignored in the results. Page 1 of,1 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eaml1st_FUDR32 Dry 2 spans No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\1st_FL\DR32 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: a _ ... __ m . ....a� _ �_..... -- 02-00-00 13-06-08 BO B1 B2 Total of Horizontal Design Spans=15-06-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 15-06-08 40 10 01-04-00 2 Unf. Lin. (lb/ft) L 00-00-00 15-06-08 0 120 n/a 3 Unf.Area (lb/ft^2) L 00-00-00 15-06-08 25 35 05-00-00 4 Reaction from Desi... Conc. Pt. (Ibs) L 02-00-00 02-00-00 7,464 12,301 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 6,272 ft-Ibs 26% 115% 5 10-03-02 be verified by anyone who would rely on Neg. Moment -8,995 ft-Ibs 37.4% 115% 6 02-00-00 output as evidence of suitability for End Shear 3,875 Ibs 35.6% 115% 5 00-10-06 particular application.Output here based Cont. Shear 4,526 Ibs 41.5% 115% 6 01-00-12 on building code-accepted design properties and analysis methods. Uplift -4,135 Ibs n/a 115% 5 00-00-00 Installation of BOISE engineered wood Total Load Defl. U739 (0.22") 32.5% n/a 5 09-07-05 products must be in accordance with Live Load Defl. L/999 (0.086") n/a n/a 20 09-07-05 current Installation Guide and applicable Total Neg. Defl. U999 -0.005" n/a n/a 5 01-01-15 building codes.To obtain Installation Guide ( ) or ask questions,please call Max Defl. 0.22" 22% n/a 5 09-07-05 (800)232-0788 before installation.\n\nBC Span/Depth 17.1 n/a n/a 0 00-00-00 CALCO,BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD-,BCIO, BOISE GLULAMM,SIMPLE FRAMING Cautions SYSTEM@,VERSA-LAM@,VERSA-RIM Uplift of-4,135 Ibs found at span 1 -Left. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 7-3/16". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 �Bofsepascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2,0.3100 SP Floor Beam\1st FL\DR32. Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALC®Design Report- US Build 2627 File•Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\1 st_FL\DR32 Address: 45 Meadow Farm Road > Specifier: City, State, Zip: Centerville, MA. Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 M.isc: Connection Diagram a • c a minimum= 1-1/2"c=6-1/2" b minimum =4" d =24" e minimum = 1" Connection design assumes point load is top-loaded. For connection,design of side-loaded ..point loads, please consult a technical representative or professional of Record.. Install screws from both sides, staggering screws by half of the spacing to avoid splitting. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 o s Page 2 of 2 Boise Cascade Single 971/2" AJS® 140 Joistl1st_F!L\DR33 41 Dry l 1 span I No cantilevers 1 0/1.2 slope Wednesday,February 05, 2014 BC CALCO Design Report- US 16 OCS I Repetitive I Glued &nailed:construction Build 2627 File.Name: 10474R Deacon Joseph Ln Job Name: 1 Description: Designs\1st_FL\DR33 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1144 Misc: ia"b > �9:r�. ovlri3m9ry �t JP ak etrf i Al 16-03-12 . BO, 1-3/4" B1,8" Total Horizontal Product Length=16-03-12 Live. Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 1:60% 125% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00: 16-03-12 40 10 16. Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos.Moment 2,035 ft-Ibs 83% 100% 1 07-10-12 be verified by anyone who would rely on End Reaction 526 Ibs 53.8% 100% 1. 00-00-00 output as evidence of suitability for 1 00-01-12 End Shear 517 Ibs 44.5% 100% particular application.Output here based ° on building code-accepted design Total Load Defl. U433(0.433 ). 55.5/o n/a 1 07-10-12. properties and analysis methods. Live Load Defl. U541 (0.347") 88.7% n/a 2 . 07-10-12 Installation of BOISE engineered wood Max Defl. 0.433" 43.3% n/a 1 07-10-12 products must be in accordance with Span/Depth 19.7 . : n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation.\n\nBC Bearing Supports Dim.(L x W) Value Support Member Material CALCO,BC FRAMER@,AJSTM, BO Beam 1-3/4"x 2-1/2" 526 Ibs _ 22.9%° 53.8% Versa-Lam 1.6 ALLJOISTO,BC RIM BOARD TM BCI@, 6.1 Wall/Plate 8"x 2-1/2" 561 Ibs n/a . 47.8% Unspecified BOISE GLULAMTMTM SIMPLE FRAMING SYSTEM@.,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,Wood Design meets:Code minimum (L/240)Total load deflection criteria. Products L.L.C:: Design meets User specified (L/480)Live load.deflection criteria. Design meets arbitrary 0") Maximum total load deflection criteria. - Calculations assume Member is Fully Braced. Composite El value based on 1/2"-thick Douglas Fir plywood sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise ascade • o� Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1 st_FL\DR7 Dry 13 spans I No cantilevers 1 0/12. slope Wednesday,!February 05, 2014 BC CALCO Design Report- US Build 2627 File.Name: 10474R Deacon Joseph.Ln Job Name: >:: Description: Designs\1 st_FL\DR7 Address: 45 Meadow Farm Road' Specifier:,;' City, State, Zip: Centerville, MA <Designer' Customer` Reef Company:_ Shepley Wood Poducts Code reports: ESR-1040 Misc: • p 08-05-12 4 _ 10-11-08 07-08704 BO Total of Horizontal Design Spans=27-01-08 Live Dead -Snow Wind Roof Live - Trib. Load Summary - Tag Description 7Load Type': :.Ref. Start: End'-, 100%: 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft'2) L 00-00-00 27-01-08 40 10 10700-00: 2 Conc.,Pt,_(Ibs) L 08-05-12 08--05-12 ,500 200: n/a 3 Reaction from Desi... Conc.:Pt. (Ibs) L 19-'05-04 19-'05-04 .6;086 5,033 5,202 n/a . Disclosure Controls SummaryValue %Allowable Duration Case� Location Completeness and accuracy of input must Pos. Moment 3,962 ft-Ibs 18.9% 100% 3',', 13-11-08 be verified by'anyone who would rely on Neg. Moment -5,446 ft-Ibs ' 26% 100% 4 08-05-12" output as evidence of suitability for End Shear 1446 Ibs 15'.3% , 1.00% 2 .` 00-10-06 part icular,application.Output here based on building code-accepted design Cont: Shear 2,534 Ibs 26.7% 100% 4, 09-05-00 properties and analysis methods. Uplift -54 Ibs n/a 100% 3; -27-_01-08 Installation of BOISE engineered wood Total Load Defl. L/999(0.092")"- n/a n/a 3 13-11-08 : products must be in accordance with.. Live Load Defl:: U999(0.08") n/a n/a 14:. " 1341=01.` -current Installation Guide and applicable Total Neg. Defl. 1999 0.025" ' n/a n/a 2 " 13-04-01 building codes. , obtain Installation Guide ( ) or ask questions,please calf ' Max Defl:,, 0:092" n/a n/a- 3 13-11-.08 (800)232-0788 before installation.\n\nBC Span/Depth 13.8 n/a n/a '* 0' _ 00-00-00 . CALCO,BC FRAMERO,AJS TM ALL JOISTO,BC RIM BOARD ,BCIO LAM.BOISE GLU SIMPLE FRAMING Cautions :. - SYSTEMO,VERSA LAM®,VERSA-RIM Uplift of-54 Ibs found at span 3'-Right. PLUS@,VERSA RIM@, t VERSA-STRAND®,VERSA-STUDO are ` trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (L/240)Total load deflection criteria: Design meets Code minimum (L/360) Live load:deflection criteria.. Design meets arbitrary(1") Maximum total load deflection criteria.... Minimum bearing length for BO-is 1-1/2". Minimum bearing length for B1.is 1-11/16". Minimum bearing length for B2'is 4-9/16".' Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clea(Span + 1/2 min.`end bearing+ 711 1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based:on Dry Service Condition. Deflections less than-1/8"were.ignored in the results. Fastener Manufacturer: Simpson Strong-Tie; Inc. Page 1 of 2 -- r AIN Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®.2.0 3100 S.P Floor BeamUst_FLXDR7. Dry ,3 spans No cantilevers 0/12 slope Wednesday, February 05, 2014 BC CALL®Design Report- US Build 2627 File,Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\1 st_FL\DR7 Address:. 45 Meadow Farm Road Specifier:.: City, State, Zip: Centerville, MA. Designer: Customer: Reef Company: Shepley Wood Poducts , Code reports: ESR-1040 Misc: Connection Diagram b d e _aminimum= 1-1/2"c=6-1/2"' b.minimum =4" d =24" e minimum:= 1 Connection design assumes point load is top-loaded. For connection:design of side-loaded point loads, please consult a technical representative or professional of Record. Install screws from both sides, staggering screws by-half of the spacing.to avoid splitting. Memberhas no side loads,. Connectors are: SDS 1/4 x 3-1/2 i x � Page 2 of 2 �BoiseQascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1st FL\DR8 Dry 1 1 span I No cantilevers 1 0/1,2 slope Wednesday,-February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\1st_FL\DR8 Address: 45 Meadow Farm Road Specifier:.. City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: ir a � - _ . r D. w Adbh BO os-10-08 131 Total of Horizontal Design Spans=08-10-08 Live Dead Snow Wind: Roof Live Trib. Load Summary Tag Description Load Type Ref. Start. End 100%. 90% 115% .160% 125% 1 : Standard Load Unf. Area(lb/ft"2) L 00-00-00 08710-08 40. 10 04-00-00 2 Unf. Lin. (lb/ft) L 00-00-00 08-10-08 _0 120 n/a 3 Standard Load. Unf.Area (lb/ft^2) L .00-00-00 . 08-10-08° 40 _ 10 04-00-00 . Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 5;215 ftdbs 37.4% 100% - - 1 04-05-04 be verified by anyone who would rely on End Shear 1,898 Ibs 30% 100% 1 00-10-04 output as:evidence of suitability for Total Load Defl. U720 (0.148") 33.3% n/a 1 04-05-04 particular application,Output here based on building code-accepted design Live Load Defl. U999 (0.089") n/a n/a 2 . 04-05-04 . properties.and analysis methods. Max Defl. 0.148" 14.8%: n/a 1 04-05-04 . Installation:of BOISE engineered wood Span/Depth .11.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (U240)Total load deflection criteria. (800)232-0788 before installation.\n\nBC Design meets Code minimum U360 Live load deflection criteria. AL LCO,BC FRAMER@,AR M 9 ( ) ALLJOISTO,BC RIM BOARD TM, , Design.meets arbitrary(1") Maximum total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Minimum bearing length for BO is 1-.1/2". SYSTEM,VERSA-LAM@,VERSA-RIM Minimum bearing length for 61 is 1-1/2". PLUSO,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clears an+ 1/2 min. end bearing + vERSA-STRf Bois CascadeVERSA- TUod are p - p 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were:ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ASN BoiseDouble 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1st FL\DR8 Dry 1 span No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\1 st_FL\DR8 Address: 45 Meadow Farm Road Specifier: City, State; Zip: Centerville, MA. Designer: Customer- Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d a ' e a minimum = 1-1/2"c.=6-1/2" b minimum =4" d=24" e minimum = 1" Install Screws:with screw.heads.in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 Ash aTJ Boise gascade Double 1-3/4" x 971/2" VERSA-LAW) 2.0 3100 SP Floor Beam\1st_FL\DR9. Dry 15 spans I No cantilevers,1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US. Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: - ".Description: Designs\1st_FL\DR9 Address:. 45 Meadow Farm Road Specifier:_ City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts. ., Code reports: ESR-1040 Misc: - - - :- Yl .: �n �r'niiA��NW ,� �. �'� e +. qIi w� r " �� �� a = sw .� 05-04-00 06-00-00' 06-00-00 06-08-00 06-08-00 BO 131 B2 B3 B4 B5 .. Total of Horizontal Design Spans=30-08-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref: Start. - End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 30-08-00 40 10 14-00-00, 2 Unf. Lin. (lb/ft) r L 00-00-00 30-08-00 .0 100; n/a Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos.Moment '. 3,293 ft-Ibs 23.6% 100% 2; 27-09-10 be verified by anyone who would rely on Neg. Moment -4,136 ft-lbs 29.6% _ 100%. 7 24-00-00 output as evidence of suitability for End Shear 1,614 Ibs 25.6% 100% 2 24-11-04 particular application.Output here based ,. Cont. Shear 21560 Ibs 40:5% 1.00% 7 24-11-04 on building code-accepted designproperties and analysis methods. Total Load Defl. U999 (0.047") n/a n/a 2. 27-06-13 Installation of BOISE engineered wood Live Load Defl. U999 (0.036") n/a n/a 9 27-06-00 . products must be in accordance with: Total Neg. Defl. U999(-0.016") . n/a n/a 2 21-02-00 : current Installation Guide and applicable Max Defl. 0.047" n/a n/a 2 27-06-13 building codes.To obtain Installation Guide or ask questions,please call Span/Depth 8.4 n/a ` n/a 0 00-00=00 (800)232-0788 before installation.\n\nBC CALCO,BC FRAMERO.,AJSTm,. ALLJOISTO,BC RIM BOARDTM, BCI@; Notes BOISE GLULAMTA°,SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. * SYSTEMO,VERSA-LAM@,VERSA-RIM Design meets Code minimum (L/360).Live load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are Design meets arbitrary(1") Maximum total load deflection criteria. trademarks of Boise Cascade wood Minimum bearing length for BO is 1-1/2". " Products L;L.C: Minimum bearing length for B1 is 2-1/16". ' Minimum bearing length for B2 is 2-1/16". Minimum bearing length for B3 is 2-1/8 Minimum bearing length for B4 is 2-7/16". Minimum bearing length for B5.is 1-1/2". Entered/Displayed Horizontal.Span Length(s)= Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Calculations assume Member is Fully Braced: Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results: Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 T BoiseCascade Double 1-3/4" x 9-1/2 VERSA-LAM® 2.0 3100 SP Floor Beam\1st_FL\DR9 Dry 5 spans I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC.CALCO Design Report'-US _ Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\1st_FL\DR9 Address: 45 Meadow Farm Road Specifier:_ City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 - Misc: Connection Diagram s� b d a ' e a minimum = 1-1/2"c=6-1/2"_ b minimum =4" d=24" e minimum= 1" Install Screws with screw heads.i.nthe loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 ,.Page 2 of 2 Boise Cascade Single 9-1/2" AJS® 140 Joist\2nd_FL\DR30 Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US 16 OCS Repetitive I Glued &nailed construction Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\2nd_FL\DR30 Address: 45 Meadow Farm Road Specifier:. City, State, Zip: Centerville, MA Designer Customer: Reef Company: Shepley Wood Poducts , Code reports: ESR-1144 Misc: 11-07-04 15-08-14 BO 61,3-1/2 B2, 1-1/2 Total of Horizontal Design Spans=27-04-02 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description.. Load Type Ref. Start: End 100%. 90% 115% 160% 125% . 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 27-04-02 30 10 16: 2 Conc. Lin` (lb/ft)_ L 14-09-04 14-09-04 280. 200 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment. 1,759 ft-Ibs 71.8% 100% 3: 19-02-11 be verified by anyone who would rely on Neg. Moment, -2,089 ft=Ibs 85.3% ' 100% 1 11-07-04 output as evidence of suitability for End Reaction 433 Ibs 45.6% 100% 3 27-04-02, particular application.Output here based on building code-accepted design Int.Reaction 1,553 Ibs 66.1% 100% 1 11-07-04 properties and analysis methods. End Shear 430 Ibs 37.1% 100% 3. 27-03-06 Installation of BOISE engineered wood Cont. Shear 1,056 Ibs 91% 100% 1 11-09-00 products must be in accordance with Uplift -79 Ibs. n/a,: 100% 3 00-00-00 : current Installation Guide and applicable Total Load Deft U488 0.387" 49:2% n/a 3 19-04-03 building codes:To obtain Installation.Guide ( ). or ask questions,please call .. Live:Load Defl. U691 (0.273") 69.5% n/a 6 19-04-15 (800)232-0788 before instal lation.\n\nBC Total Neg. Defl. L/999 (-0.093") : n/a n/a 3 06=11-13 CALCO,BC FRAMERO.,AJSTM Max Defl. 0.387" . 38.7%. n/a 3 .19-04-03 ALLJOISTO,BC RIMBOARDT"^ BCIO, Span/Depth 19.9 n/a n/a 0 00-00-00 BOISE GLULAM SIMPLE FRAMING S p p SYSTEMO,VERSA-LAMO,VERSA-RIM . PLUS@,VERSA-RIM@,' Cautions VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Uplift of-79 lbs found at span 1 Left. Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for B0 is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced; Composite El value based on 1/2"thick Douglas Fir plywood sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamUnd_FUDR31 Dry 1 1 span I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\2nd_FL\DR31 Address:. 45 Meadow Farm Road Specifier:: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts . Code reports: ESR-1040 Misc: 06-07-00 BO ` 61 Total of Horizontal Design Spans=06-07-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start. End 100% 90% 115% 160% 125% 1 FLOOR JOISTS Unf. Lin. (lb/ft) L 00-00-00 06-07-00 235 86 n/a 2 Reaction from Desi... Conc. Pt..`(lbs) _ L 03-03-08 03-03-08 1,102 2,304 n/a Disclosure Controls Summary value WAllowable Duration Case Location Completeness and accuracy of input must Pos.Moment 6,142 ft-Ibs 25.1% 115% 3_: 03-03-08 be verified by anyone who would rely on End Shear 2,027 Ibs 22.3% 115% 3 01-00-12 output as evidence of suitability for Total Load Defl. U999 (0.042") n/a n/a 3 03-03-08 particular application.Output here based on building code-accepted design . Live Load Defl. U999 (0.026") n/a n/a 6 . 03-03-08 properties and analysis methods. Max Defl. 0.042" n/a n/a 3 03-03-08 Installation of BOISE engineered wood Span/Depth 6.7 n/a n/a 0: 00-00-00., products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (U240)Total load deflection criteria. (800)232-0788 before installation.\n\nBC Design meets Code minimum U360 Live load deflection criteria. AL LCO,BC FBAMER@,AJ$TM g ( ) ALLJOISTO,BC RIM BOARDTM,BCI®, Design meets arbitrary(1") Maximum total.load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2". PLUS@,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clear S an+ 1/2 min. end bearing+ VERSA-STRf Bois CascadeVERSA- Wood are p - p 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 Boise.pascade Double 1-3/4 x 11-7/8 VERSA-LAM® 2.0 3100 SP. Floor Beam\2nd_FUDR31 ` Dry 11 span I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627. File.Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\2nd_FL\DR31 Address: 45 Meadow Farm Road Specifier:. City, State, Zip: Centerville, MA Designer: , Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d c e a minimum 1'-1/2"c=8-7/8" b minimum =4" d =24„ e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded ' point loads,-please consult a technical representative or professional of Record, Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 IASNBoiseCascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd_FL\DR4 a, Dry 11 span I No cantilevers 1 0/1.2 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\2nd_FL\DR4 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: 15-08-04 - BO B1 Total of Horizontal Design Spans=15-08-04 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type -..Ref. Start.. End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L: 00-00-00. 15-08-04 40 10 01-04-00. Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,347 ft-lbs 16.8% 100% 1 07-10-02 be verified by anyone who would rely on End Shear 532 Ibs 8.4% 100% 1 00-10-06 output as evidence of suitability for Total Load Defl. U906 (0.208") 26.5% n/a 1 07-10-02 particular application.Output here based 0 on building code-accepted design Live Load Defl. L/1,295 (0.145') 27.8/o n/a 2 07-10-02 properties and analysis methods. Max Defl. 0.208" 20:8% n/a 1 07-10-02 Installation of BOISE engineered wood Span/Depth 19.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (U240)Total load deflection criteria. (800)232-0788 before installation.\n\nBC Design meets Code minimum U360 Live load deflection criteria. AL LCO,BC FRAMER@,ARD- 9 (_ ) ALLJOISTO,BC RIM BOARD-,BCIO, Design meets arbitrary(1") Maximum total load deflection criteria. BOISE GLULAMTM'SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2". PLUS@,VERSA-RIM@, Entered/Displayed Horizontal Span Len th s Clear Span + 1/2 min. end bearing+ VERSA-STRf Bois CascadVERSAe WoodTUDO re P 9 ( ) = P 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram b d a c e a minimum= 1-1/2%=6-1/2 b minimum =4" d =24" e minimum= 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 k 3-1/2 Page 1 of 1 il�j►)Boisefascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamUnd_FUDR5 �. Dry 3 spans No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File;Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\2nd_FL\DR5 Address: 45 Meadow Farm Road Specifier:; City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: ` ---.__ - I i , 2 a. 08-05-12: .10-1.1-08 08-00-12 . B0 B1 B2. B3 Total of Horizontal Design Spans=27-06-00- Live Dead . Snow Wind Roof Live. Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90%' 115% 160% 125% ' 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00. 27-06-00 40 10 10-00-00 2 Unf:'Lin. (lb/ft).' L ..00-00-00 27-06-00 0 80 n/a. 3 Unf.Area (lb/ft^2) L 00-00-00 27-06-00 15 35 14=00-00 4 Unf. Area (lb/ft^2) . L 00-00-00 27706-00 20 10 07-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 8,284 ft-Ibs 34.4% 115% 23 13-11-01 be verified by anyone who would rely on Neg. Moment 12,801 ft-Ibs 53.2%: 115% 29 08-05-12 - output as evidence of suitability for End Shear 3,204 Ibs 29.4% 115% 12, 00-10-06 : particular application.Output here based on building code-accepted design Cont. Shear 5,977 Ibs 54:8% 115% 29. 09-05-00 properties and analysis methods. Total Load Defl. L/737(0.179") 32.6% n/a .23 13-1:1-01 Installation of BOISE:engineered wood Live Load Defl. L/1,015(0.13") 35.5% n/a 58 13-.10-10 products must be in accordance with. Total Neg. Defl: U999 (70.023") n/a. n/a 3 -.21-06-12 current Installation Guide and applicable Max Defl. 0.179" 17:9% n/a 23. 13-11-01 building codes.To obtain Installation Guide or ask questions,please call Span/Depth 13:8 n/a n/a 0 00-00-00 . (800)232-0788 before instal lation.\n\nBC . CALCO,BC FRAMER@ AJSTM, ALLJOISTO,BC RIM BOARD-,BCIO, Notes BOISE GLULAMM,SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design,meets Code minimum (L/360) Live load deflection criteria. PLUS@,VERSA-RIM@,: Design meets arbitrary 1" Maximum total load.deflection criteria. Vademar TRf Bois VERSAe Wood are 9 rY( ) trademarks of Boise Cascade Wood . Minimum bearing length for BO is 1-1/2". Products L.L.C. Minimum bearing length for B1 is 3-9/16". Minimum bearing length for B2 is 3-7/16". Minimum bearing length for B3 is 1-1/2" Entered/Displayed Horizontal Span Length(s) Clear Span +1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based on Dry Service Condition: Deflections less than 1/8"were,ignored in.the,results: . . Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of-2 Boise Cascade Triple 1-3/4" x 94/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd_FL\DR5 Dry 3 spans No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\2nd_FL\DR5 Address:. 45 Meadow Farm Road Specifier:: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d a e a minimum = 1-1/2"c=6-1/2" b minimum =4" d=24" e minimum = 1" Install screws from both sides, staggering screws by half of the spacing to avoid splitting. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 (TJBoiseCascade Single 9-1/2 AJS® 140 Joist\2nd_FUDR6 Dry 1 span I No cantilevers 1 0/1.2 slope Wednesday, February 05, 2014 BC CALCO Design Report-US 16 OCS Repetitive Glued&nailed.construction Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\2nd_FL\DR6 Address: 45 Meadow Farm Road Specifier:.. City, State, Zip: Centerville, MA Designer: Customer' Reef Company: Shepley Wood Poducts Code reports: ESR-1144 Misc: _ a I 5W. I 15-09-02 BO B1; 1-1/2" Total of Horizontal Design Spans= 15-09-02 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type .Ref. Start End 100% . 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 15-09-02 30 10 .16 2 Conc. Lin. (lb/ft), L 01-00-00 01-.00-00 140 280' 16 Disc sure Controls Summary 'Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,948 ft-Ibs 79.5% 100% 1.: 07-02-10 be verified by anyone who would rely on End Reaction 945 Ibs 99.5% 100% 1: 00-00-00 output as.evidence of suitability for End Shear 941 Ibs 81.2%: on building code-accepted design 100% 1 00-00-12 particular application.Output here based Total Load Defl: L/440 (0.43") 54:6% n/a, 1 07-07-15 properties and analysis methods: Live Load Defl. U646 (0.293") 74.3% n/a 2 07-09-04 Installation of BOISE engineered wood Max Defl. 0.43" 43% n/a 1 07-07-15 . products must be in accordance with Span/Depth 19.9. n/a: n/a 0 00-00-00 current Installation Guide and applicable building codes:To obtain Installation Guide, or ask questions,please call Notes (800)232-0788 before installation.\n\nBC Design meets Code minimum U240 `Total load deflection criteria: AL LCO,BC FRAMER®,AJST M 9 ( ) ,. ALLJOIST®,BC RIM BOARD , BCI®, Design meets User specified (L/480) Live load deflection criteria. BOISE GI ULAMTM'SIMPLE FRAMING Design meets arbitrary(1") Maximum total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for BO is 1-1/2 PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD®are Minimum bearing length for B1 is 1-1'/2". trademarks of Boise Cascade Wood Entered/Displayed Horizontal Span Length(s) ='Clear Span + 1/2 min. end bearing + { Products L.L.C. 1/2 intermediate bearing Calculations assume Member is Fully Braced: Composite El value based on 1/2"thick Douglas Fir plywood sheathing glued and nailed to_ member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise cascade Single'9-1/2" AJS® 140 Joisftevel_MR1 Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALC®Design Report- US 16 OCS I Repetitive I Glued &nailed construction Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Level_2\DR1 L Address: 45 Meadow Farm Road Specifier: ' City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1144 Misc: 5 3 4 . 2 ex 10 7 ... aw[��a, 1.1-10-14 .11-10-14 BO, 1-3/4" B 1,3-1/2" B2, 1-3/4" Total of Horizontal Design Spans=23-09-12 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 23-09-12 .0 10 16 2 Unf,Area(lb/ft^2) L 06-00-00 17-09-12 40 0 16 3 Conc. Lin. (lb/ft) L 06-00-00 06-00-00 0 60 16 4 Conc. Lin. (lb/ft) R 06-00-00 06-00-00 0 60 16 5 roof Conc. Lin. (lb/ft) L 06-00-00 06-00-00 180 360 16 Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,031 ft=Ibs 72.1% 115% 4 06-00-00 be verified by anyone who would rely on Neg. Moment -1,411 ft-Ibs 50.1% 115% 5 11-10-14 output as evidence of suitability for End Reaction 378 Ibs 33.6% 1:15% 4 00-00-00 particular application.Output here based on building code-accepted design Int. Reaction 1,028 Ibs 43.7% 100% 1 11-10-14 properties and analysis methods. End Shear, 378 Ibs 28.3% 115% 4 00-00-14 Installation of BOISE engineered wood Cont. Shear 711 Ibs 53.3% 115% 5 11-09-02 . products must be in accordance with Total Load Defl. U670 (0.213") 35.8% n/a 6 06-00-00 current Installation Guide and applicable Live Load Defl. U999 0.123" n/a n/a 13 06-00-00 building codes.To obtain Installation Guide ( ) or ask questions,please call Total Neg. Defl. U999 (-0.034") n/a n/a . 6 15-05-07 (800)232-0788 before in stallation.\n\n.BC Max Defl: 0.213" 21.3% n/a 6 06-00-00 CALC®,BC FRAMERS,AJSTM, Span/Depth 15 n/a n/a 0 00-00-00 ALLJOISTO,BC RIM BOARDTM,BCI®, BOISE GLULAMM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum U240 Total load deflection criteria. VERSA-STRf Bois VERSA- WoodTUD@ re 9 ( ) trademarks of Boise Cascade Wood Design meets User specified (L/480) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1=1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced. Composite EI value based on 1/2"thick Douglas Fir plywood sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8 were ignored in the results. Page 1 of 1 ®Boise,Cascade Double 1-3/4" x 9-1/2"VERSA-LAMO 2.0 3100 SP Floor:�Beam\Level_21DR3 Dry 1 span I No cantilevers 1.0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File;Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\Level_2\DR3 Address: 45 Meadow Farm Road *' Specifier. City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood'Poducts Code reports: ESR-1040 misc.. 2 l 09-03-08 BO B1 Total of Horizontal Design Spans=09-03-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100%: 90%. : 115% 160% 125% 1 Standard Load Unf. Area (lb/ft"2) L: 00-00-00 09-03-08 40 10 12-00-00 2 ' Unf. Area'(lb/ft^2) L 00-00-00 09-03-08 : 15 30, 12-00-00 Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment . 10,140 ft-lbs 63.2% 115% . 3.: 04-07-12. be verified by anyone who would rely on End Shear 3,553 Ibs 48.9% 115% 3 00-10-06 output as evidence of suitability for Total Load Defl. U354 (0.315") 67.8%` n/a 3 04-07-12 particular application.Output here based on building code-accepted design Live Load Defl. U528 0.211" 68:2% n/a 6 04-07-.12 ( ) properties and analysis methods. Max Defl. 0.315" 31.5% n/a 3 04-07-12 Installation of BOISE engineered wood Span/Depth 11.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call do Designmeets Code minimum (U240)Total load deflection criteria. (800)232-0788 before installation.\n\nBC .Design meets Code minimum U360 Live load.deflection criteria. CALCO,BC FRAMER®,ARD ( ) � ALLJOIST®,BC RIM BOARD-,BCIO, Design meets arbitrary(1") Maximum total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Minimum bearing length for BO is 1-11/16". SYSTEMO VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-11/16". PLUS@,;VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clear S anb+ 1/2 min..end bearin + VERSA-STRf Bois VERSAe Wood are , p - P 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L:L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. {- Page 1 of 2 ®Boise cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_2MR3 Dry 1 span No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US. Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\Level_2\DR3 Address: 45 Meadow Farm Road 'Specifier: City, State, Zip: Centerville, MA Designer: Customer Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d a e a minimum= 1-1/2%=6-1/2 b minimum=4" d =24" e minimum = T' Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 2.of 2 �BoiseCascade Single 167.13CM 90s-2.0 SP Joisftevel_2W01 VVV�JJJJJ Dry 11 span I No cantilevers 1 0/1.2 slope Wednesday, February 05, 2014 BC CALCO Design Report- US 16 OCS,I Repetitive I Glued &nailed construction Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\Level_2\J01 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer Reef Company: Shepley Wood Poducts Code reports: ESR-1336 Misc: 3 4 Wa 9K , �, r xtu ry sa. �;s a0fi s, . 23-09-12 60; 1-34" B1, 1-3/4 Total of Horizontal Design Spans=23-09-12 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End . 100%. 90% 115% 160% 125% 1 Standard.Load Unf.Area(lb/ft^2) L 00-00-00 231-09-12 0 10 :F 16 ..2. Unf.Area(lb/ft^2) L 03-00-00 17-09-12 .40. 0 16_ . 3 Conc. Lin:(Ib/ft) L 03-00-00 . 03-00-00 180 240 16 4 Conc. Lin.(lb/ft) R 06-0M.0 . 06-00-00 0 60 16 Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos.Moment 4,737 ft-Ibs 36.3% 100% 1 11-03-12 be verified by anyone who would rely on End Reaction 833 Ibs 54.5% 100% 1 00-00-00 output as evidence of suitability for End Shear 833 Ibs 32.6% 100% 1: 00-.00-14 particular application.Output here based on building code-accepted design Total Load Defl. U762 (0.375") 31.5%: n/a 1 11-08-00 : properties and analysis methods. Live Load Defl. L/1;160 (0.246") 41.4% n/a 4 _ 11-08-00 Installation of BOISE engineered wood Max Defl. 0.375" 37.5% n/a 1 11-08-00 products must be.in accordance with Span/Depth 17.9 n/a n/a 0. 00700-00 current Installation Guide and:applicable ; building codes.To obtain.Installation Guide or ask questions,please call Notes - . (800)232 0788 before installation\n\nBC CALCO,BC FRAMER@,AJS?"' Design meets Code minimum(L/240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD TM BCi@ Design meets User specified (L/480) Live load deflection criteria. . BOISE GLULAMTM'SIMPLE FRAMING Design meets arbitrary(1") Maximum total load deflection criteria. SYSTEMO VERSA-LAM@,.VERSA-RIM Minimum bearing length for BO is 1-1/2". - PLUS@,VERSA-RIND, Minimum bearinglength for B1 is 1-1/2 VERSA-STRAND@,VERSA-STUD@are 9 trademarks of Boise Cascade Wood Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + Products L.L.C. : 1/2 intermediate bearing Calculations assume Member is Fully Braced. Composite El value based on 1/2"thick Douglas Fir.plywood sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 l�Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\Level_MR23 Dry ( 1 span No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Level_3\DR23 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: - 3 Ne IN r� 12-03-00 . BO 61 . Total of Horizontal Design Spans=12-03-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type . Ref. Start.. End . 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft"2) L 00-00-00 12-03-00 15 35 01-04-00 2 Unf. Area(lb/ft"2) L 00-00-00 .12-03-00 0 . 60 01-04-00 3 Reaction from Desi... Conc. Pt. (Ibs) L 06-01-08 06-01-08 1,887. 3,722 n/a. Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 20,267 ft-Ibs 55.2% 115% 1 06-01-08 be verified by anyone who would rely on End Shear 3,638 Ibs 26:7% 115% 1. 01-00-12 output as evidence of suitability for Total Load Defl. U474 (0.31 ) 50.7% n/a 1 06-0.1-08 Particular application.Output here based .Live Load Defl. U798 (0.184") 45.1% n/a : 2 06-01-08 on building code-accepted design properties and analysis methods. Max Defl. 0.3V' 31% n/a 1 06-01-08 Installation of BOISE engineered wood Span/Depth 12.4 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please.call Design meets Code minimum (U240)Total load deflection criteria: (800)232-0788 before installation.\n\nBC CALCO,BC FRAMER@,AJSTM, Design meets Code minimum (U360) Live load deflection criteria. ALLJOISTO, BC RIM BOARDTM,BCIO, Design meets arbitrary(1") Maximum total load deflection criteria. BOISE GLULAMTM'SIMPLE FRAMING Minimum bearing length for BO is 1-1/2 SYSTEMO,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2". PLUS@,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clear S an + 1/2 min. end bearing + VERSA-STRANDO,VERSA-STUD@ are P = P 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L:C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inca Page 1 of 2 1�1►1Boise;,Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0.3100 SP : Floor l3eam\Level_31DR23 !T/ Dry 1 1 span"I No cantilevers 1 0/12"slope Wednesday, February 05, 2014 BC CALC®Design Report- US Build 2627 File._Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Level_3\DR23 Address: 45 Meadow Farm Road Specifier:, City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d C e a minimum 1-1/2"c=&7/8" b minimum =4" d =24" e minimum = 1" Connection design assumes point load is top-loaded. For connection design.of side-loaded point loads, please consult a technical representative or professional of Record.. Install screws from both sides, staggering screws by.half of the spacing to avoid splitting. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 ®Boise cascade Double 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP . floor Beam\Level_3\DR26 Dry 1 span No cantilevers 1 0/1,2 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Level_3\DR26 Address: 45 Meadow Farm Road Specifier:. City, State, Zip: Centerville, MA. Designer: Customer: Reef Company: Shepley Wood Poducts . Code reports: ESR-1040 Misc: i I I i - �� --- — 16-09-06 BO B1 Total of Horizontal Design Spans= 16-09-06 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100%-. 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 16-09-06 20 10 06-02-00 Disclosure Controls Summary Value %Allowable Duration Case Location` Completeness and accuracy of input must Pos. Moment 6,935 ft-Ibs 32:6% 100% 1 08-04-11 be verified by anyone who would rely on End Shear 1,446 Ibs 18.3% 100% 1.: 01-00-12 output as evidence of suitability for Total Load Deft U560(0.36") 42.9% n/a 1 08-04-11 particular application.Output here based Live Load Defl. U894 0.225" 40.3% n/a 2 08-04-11 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.36" 36% n/a 1 08-04-11 Installation of BOISE engineered wood Span/Depth 17 n/a n/a 0. 00-00-00 products must be.in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (U240)Total load deflection criteria. (800)232-0788 before installation.\n\nBC Design meets Code minimum (L/360) Live load deflection criteria. CALC@,BC FRAMER@,AJSTMALLJOIST@,BC RIM BOARDTO'BCI@, Design meets arbitrary(1") Maximum total load deflection criteria. BOISE GLULAMTM'SIMPLE FRAMING Minimum bearing length for BO_is 1-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2". PLUS@,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clear S an + 1/2 min. end bearing + VERSA-STRAND@,VERSA-STUDd are P = p 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram �►� b _ d a c e a minimum= 1-1/2%= 8-7/8" b minimum=4" d =24" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 (�j►�BoiseCascade Double 1-3/4" x 11-7/8"VERSA-LAMO 2.0 3.100 SP Floor Beam\Level_3\DR27 Dry 11 span I No cantilevers' 0/1.2 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\Level_3\DR27 Address: 45 Meadow Farm Road Specifier:. City, State, Zip: Centerville, MA Designer. Customer: Reef Company: Shepley Wood Poducts , Code reports: ESR-1040 Misc: - _ 10-05-00 B0 . 61 Total of Horizontal Design Spans=10-05-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description: Load Type Ref. Start:. End" 100% 90% 115%, 160%'125% 1 Standard Load :Unf.Area (lb/ft-2) L 00-00-00 10-05-00 20 10 06-02-00 2 Reaction from Desi..._ Conc.,Pt.,'(Ibs) L 05-02-08 05-02-08 752. 1,628 n/a Disclosure Controls Summary value %.Allowable Duration Case Location Completeness and accuracy of input must Pos.Moment- 7,391 ft-lbs 30.2% 115% 3 05-02-08 be verified by anyone who would rely on End Shear 1,675 ibs 18.40% 115%.' 3 01-00-12 output as evidence of suitability for Total Load Defl. U982 (0.127") 24.4%, n/a 3 05-02-08. particular application.Output here based Live Load Defl. U999 0.076" n/a n/a 6 05-02-08 - on properties an da accepted design ( ) properties and analysis methods. Max Defl. 0.127" 12.7% n/a 3 05-02-08 'Installation of BOISE engineered wood Span/Depth - 10.5 n/a,. n/a = 0 00-00-00 products must be in accordance with current Installation Guide and applicable. building codes.To obtain Installation.Guide Notes or ask questions,please call Design meets Code minimum(U240)7otal load deflection criteria. (800)232-0788 before instal lation.\n�nBC Design meets Code minimum L/360 Live load deflection criteria. +, AL LCO,BC FRAMER®-,ARbT� 9 ( ) - ALLJOIST®,BC RIM BOARD ,BCI®, Design meets arbitrary(1") Maximum total load deflection criteria." BOISE GLULAMT^^ SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2 PLUSO;VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clear$ an+'1/2 min. end bearing + VERSA-STRAND@,VERSA-STUD®are . p P 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing ,. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than.1/8"were ignored in the results.:. Fastener Manufacturer: Simpson Strong-Tie, Inc. - Page 1 of 2 Boise cascade Double 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100 SP floor Beam\Level_3\DR27 Dry 11 span I No cantilevers 1 0/1.2 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Level_3\DR27 Address: 45 Meadow Farm Road Specifier:; City, State; Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d a e a minimum= 1-1/2"c=8-7/8" b minimum=4" d =24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded. point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 i Page 2 of 2 ®Boise.rascade Double 1-3/4" x 9-1/2 VERSA-LAM® 2.0 3100 SP.: Floor l3eam\Level_3\DR28 w Dry l 1 span I No cantilevers l 0/12 slope Wednesday,February 05, 2014 - BC CALCO Design Report- US Build 2627 File Name: 104741R Deacon Joseph Ln Job Name: Description: Designs\Level_3\DR28 Address: 45 Meadow Farm Road Specifier.. City, State Centerville, Zip: Ce tery Ile, MA Designer: Customer: Reef Com an She le Wood Pod ucts p Y p Y Code reports: ESR-1040 Misc: . 06-08-10 BO B1 . 1 Total of Horizontal Design Spans=06-08-10 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type _Ref. Start End 100%'. 90% 115%. 160% 125% 1 . Standard Load Unf. Area (lb/ft"2) L. 00-00-00: 06-08-10 20 10 13-06-00. Disclosure Controls Summary value %Allowable.Duration. Case Location Completeness and accuracy of input must Pos.Moment 2,341 ft-lbs 16.8% 100% 1 03-04-05 be verified by anyone who would rely on End Shear 1,039 Ibs: 16.4% 100% 1 00-10-04. output as evidence of suitability for Total Load Defl. U999 (0.038") n/a n/a 1 03-04-05 particular application.Output here based on building code-accepted design . Live Load Defl. . U999 (0.025") n/a n/a 2 03-04-05 properties and analysis methods. Max Defl. 0.038" n/a n/a 1 03-04-05 Installation of BOISE engineered wood Span/Depth 8.5 a n/a n/a 0. oo-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (L/240)Total load deflection criteria. (800)23270786 before installation.\n\nBC Design meets Code minimum L/360 Live load deflection criteria. CALCO,BC FRAMER@,AJST M g ( ) ALLJOISTO,BC RIM BOARD BCIO, Design meets arbitrary.(1") Maximum total load ideflection criteria. BOISE GLULAMM,SIMPLE FRAMING. Minimum bearing length for BO is 1=1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2". PLUS@,VERSA-RIM&, Entered/Displayed Horizontal-Span Length(s) Clear Span t 1/2 min..end bearing + • VERSA-STRf Bois VERSA-STUDd are = p 9 . trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L:L.C:. Calculations assume Member is Fully Braced.- Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results: Fastener Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram ►� b d a c* e a minimum = 1-1/2%=6-1/2" b minimum =4" d=24" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 - ®Boise cascade Double 1.-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor l3eam\Level_3\DR29 Dry 1 span I No cantilevers 1 0/1.2 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\Level_3\DR29 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts , Code reports: ESR-1040 Misc: 3 4 r �. 20-01-12 BO B1 Total of Horizontal Design Spans=20-01-12 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 04-01-12 20-.01-12 20 10 10-00-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 04-01-12 04-01-12 1,035 616 n/a 3 Reaction from Desi... Conc. Pt. (Ibs): L 04-01-12 04-01-12 907 485 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 06-01=12 06-01-1.2 2,868 5,102 n/a Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 46,264 ft-Ibs 501% 115% 3 06-01-12 be verified by anyone who would rely on End Shear 8,466 Ibs 46.1% 115% 3 02-00-14 output as evidence of suitability for Total Load Defl. U659 (0.367") 36.4% n/a 3 109-04-10 particular application.Output here based Live Load.Defl. L/1,172:(0.206") 30.7% n/a 6 09-04-07 : on building code-accepted designproperties and analysis methods. Max Defl. 0.367" 36.7% n/a 3 09-04-10 Installation of BOISE engineered wood Span/Depth 10.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (U240)Total load deflection criteria. (800)232-0788 before installation.\n\nBC CALCO,BC FRAMER@,AJS , Design meets Code minimum (U360) Live load deflection criteria. ALLJOISTO,BC RIM BOARD-, BCI@, Design meets arbitrary(1") Maximum total load deflection criteria. BOISE GLULAMT"',SIMPLE FRAMING Minimum bearing length for BO is 3-1/4". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 2". PLus@,VERSA-RIM@, Entered/Displayed.Horizontal Span Length(s) Clear S an + 1/2 min. end bearing + VERSA-STRAND@,VERSA-STUDd are P - p 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 �Bofsecascade Double 1-3/4" x 24"VERSA-LAMO 2.0 3100 SP floor Beam\Level_31DR29 Dry 1 span I No cantilevers 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File;Name: 10474R Deacon Joseph.Ln Job Name: Description: Design s\Level_3\DR29 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts .' Code reports: ESR-1040 Misc: Connection Diagram b d , a a minimum = 1-1/2"c= 10-1/2" b-minimum =4" d =24" e minimum = 1T' Connection design assumes point load is top-loaded. For connection_design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no.side loads.. . Connectors are`. SDS 1/4 x 3-1/2 Page 2 of 2 a Boise Cascade Double 1:-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlRoof1DR14 .w. Dry 1 span No cantilevers 1 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR14 Address:. 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: 1_ I 71 ---- x x t 06-05-00 BO B1 Total of Horizontal Design Spans=06-05-00. Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description.. Load Type Ref. Start End . 100% 90% 115% 160% 125% 1 Standard Load Unf. Area'(lb/ft^2) L 00-00-00 06-05-00 _ 15 35 05-05-00 2 Unf. Lin. (lb/ft) L 00-00-00 06-05-00 0 60 n/a 3 Unf:Area(lb/ft^2) L 00-00-00 _ 06-05-00 0 10 04-06-00 Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,984 ft-Ibs 12.4% 115% 1 03-02-08 be verified by anyone who would rely on End Shear 907 Ibs 12.5% 1.15% 1 00-10-04 output as evidence of suitability for Total Load Defl. L/999 (0.029") n/a n/a 1 03-02-08 particular application.Output here based Live Load Defl. U999 0.014" n/a n/a 2 03-02-08 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.029" n/a n/a 1 03-02-08 Installation of BOISE engineered wood Span/Depth 8.1 n/a n/a 0 00-00-00. products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (L/240)Total load deflection criteria:: (800)232-0788 before instal lation.\n\nBC. Design meets Code minimum L/360 Live load deflection criteria. AL LCO,BC FRAMER@,AJSTM, 9 ( ) ALLJOIST@,BC RIM BOARD TM, BCI®, Design meets arbitrary(1") Maximum total load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2". PLUS@,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clear S an + 1/2 min. end bearing + Vademar TRf Bois VERSA-STUDd are P = P 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 %Boisecascade Double 1-3/4" x 9-1/2" VERSA-LAW 2.0 3100 SP Floor Beam\RooflDR14 Dry 1 span No cantilevers 0/1.2"slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\Roof\DR14 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram c e a minimum = 1-1/2"c=-6-1/2" b minimum =4" d =24" e minimum= 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 . ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlRoofDR15 Dry 1 span No cantilevers 0/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File.Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\RooADR15 Address: 45 Meadow Farm Road Specifier:.: City, State, Zip: Centerville, MA pDesigner: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: 06-05-00 BO B1 Total of Horizontal Design Spans=06-05-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft"2) L 00-00-00. 06-05-00 15 35 05-09-00 Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,529 ft-Ibs 9.5% 115% 1 03-02-08 be verified by anyone who would rely on End Shear 699 Ibs 9.6% 115% 1 . 00-10-04 output as evidence of suitability for Total Load Deft U999 (0.023") n/a n/a 1 03-02-08 particular application.Output here based Live Load Defl. U999 0.015" n/a n/a 2 03-02-08 on building code-accepted design ( ). properties and analysis methods. Max Defl. 0.023" n/a n/a 1 03-02-08 Installation of BOISE engineered wood Span/Depth 8.1 in/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (U240)Total load deflection Criteria. (800)232-0788 before instal lation.\n\nBC Design meets Code minimum U360 Live load deflection criteria. cALc®,BC FRAMER@,AJSTTM 9 ( ) ALLJOISTO,BC RIM BOARD ,BCIO, Design meets.arbitrary(1") Maximum total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING. Minimum bearing length for BO is 1-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 1-1/2". PLUS@,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s) Clear S an + 1/2 min. end bearing + VERSA-STRAND@,VERSA-STUD@ are P = p 9 trademarks of Boise Cascade Wood 1/2 intermediate bearing Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram 1 b ► d — a c e a minimum = 1-1/2"c=6-1/2" b minimum =4" d =24" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 1 of 1 I1TJBoiseCascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof l3eam\RooflDR16 Moist 11 span I No cantilevers 12/12 slope Wednesday, February 05, 2014 BC.CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\Roof\DR16 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 - . Misc: - 12 12IV j. a 13-10-02 B0 61 Total of Horizontal Design Sparis= 13-10-02 Live. Dead. Snow Wind Roof Live Trib., Load Summary Tag Description Load Type. Ref. Start End 100% 90% .- 115% 160% 1M/o 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 1.3-10-02 21 _ 35 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 02-04-12 02-04-12. . 628 608 n/a 3 Reaction from Desi.... Conc. Pt. (Ibs): L 10-10-02 10-10-02 307 . 646 n/a Disclosure Controls Summary- Value %Allowable Duration Case Location Completeness and accuracy of input must Pos..Moment 5,115 ft-Ibs 20.9% 115% 1 06-10-01 be verified by anyone who would rely on End Shear 1,859 Ibs 20.5% 115% 1 00-00-1.4 output as evidence of suitability for Total Load Deft U604 (0.39") 39.7% n/a 1. 06-10-12 particular application.Output here based 0 on building code-accepted design Live Load Defl. L/1,094(0.215 ).. 32.9/o n/a 2 06-11-12 properties and analysis methods.- Max Defl. 0.39" 39% n/a 1 . 06-10-12: Installation'of BOISE engineered wood Span/Depth 14 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide. Horiz.Length Product Length or ask questions,please call - Slope and Cut Length Slope Fascia Depth (800)232-0788 before installation.\n\nBC Plumb Cut with Hanger to dbl.top plate 12/12 16-3/4" 13-10-02 20-06-13 CALCO,BC FRAMER®,AJS-, ALLJOISTO,_BC RIM BOARDT"',BCI0, BOISE GLULAMTM SIMPLE FRAMING Notes SYSTEMO,VERSA-LAM@,VERSA-RIM Design meets User specified (L/240)Total load deflection criteria. PLUS(D,VERSA-RIM®, Design meets User specified (L/360) Live load deflection criteria: VERSA-STRAND@,VERSA-STUD@ are Design meets arbitrary 1" Maximum total load deflection criteria. trademarks of Boise Cascade Wood 9 rY( ) Products L.L.C. . Minimum bearing length for BO is 1-1/2 Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear`Span + 1/2 min. end bearing +-: 1/2 intermediate bearing Calculations assume Member is Fully Braced. j Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. . Page 1 ofi2 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlRooADR16 Moist 1 span No cantilevers 1 12/12 slope Wednesday, February 05, 2014 BC CALC®Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR16 Address: 45 Meadow Farm Road Specifier:: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d a e a minimum = 1-1/2"c=8-7/8" b minimum =4" d=24" e minimum = 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 z 3-1/2 Page 2 of 2 Boise Cascade Single 1-3/4" x 11-7/8 VERSA-LAM® 2.0 3100 SP Roof Beam\RooflDR17 Moist 1 1 span No cantilevers 17/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR17 Address: 45 Meadow Farm Road .. .Specifier. City, State; Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts . Code reports: ESR-1040 Misc: �7 12 I11111 ! 1111y11111i � ! 1 � 0 � � � � ` k 01-02-00. BO B1 . Total of Horizontal Design Spans 07-02-00 Live Dead Snow . Wind Roof Live Trib. Load Summary Tag bescription Load Type Ref. Start End 100% 90%. 115% 160% 125% 91 184 n/a j 1 - . Trapezoidal (Ib/ft) L 00-00-00 07-02-00. 0 0 s n/a Disclosure. . Controls Summary Value %Allowable 'Duration Case Location Completeness and accuracy of input must Pos. Moment 947 ft-lbs 7.7% 115% 1 03-00-11 be verified by anyone who would rely on End Shear 664 Ibs 14.6%, 115% 1 00-00-14 output as evidence of suitability for Total Load Defl. U999 (0.023") n/a n/a 1 03-05-08. particular application.Output here based on building code-accepted design Live Load Defl. U999 (0.015 ) n/a n/a . .2 03-05-07 properties and analysis methods. Max Defl. 0.023" n/a n/a 1 03=05-08 Installation of BOISE engineered wood Span/Depth 7.2: n/a n/a 0 00-00-00 produ cts must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Horiz.Length Product Length or ask questions,please call Slope and Cut Length Slope. Fascia Depth (800)232-0788 before installation.\n\nBC Plumb Cut with Hanger to dbl. top plate 7/12 13-3/4" 07-02-00 08-10-08" CALCO,BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARDTM,BCIO, BOISE GLULAMT"^ SIMPLE FRAMING Notes SYSTEMO,VERSA-LAM@,VERSA-RIM Design meets User specified (L/240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets User specified (L/360) Live Load deflection criteria.. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum.total load deflection criteria. Products L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2": Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Calculations assume Member is Fully Braced: Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. LPage 1 i T Boise Cascade Single 1-3/4" x 11-7/8".VERSA-LAM® 2.0 3100 SP Roof Beam\Roo#1DR18 Moist 2 spans Left cantilever 1 0.5/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Design s\Roof\DR18 Address: 45 Meadow Farm Road Specifier. j City, State, Zip: Centerville, MA. Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: 0.5 i i 1 ! 411 . _ 111 � 11i1i _ 0 iN ;"' k: AL 02-01-12 13-09-04 131 B2 I j Total of Horizontal Design Spans= 15-11-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 10-07-08 15 35 1 05-03-00 2 Trapezoidal (lb/ft) L 10-07-08 79 184 n/a 15-.11-00 0 0 , n/a Disclosure Controls Summary value %Allowable Duration Case Location_ Completeness and accuracy of input must Pos. Moment 5,560 ft-Ibs 45.4% 115% 2 08-09-12 be verified by anyone who would rely on Neg. Moment' -618 ft-Ibs 5.1% 115% 3:' 02-01-12 output as evidence of suitability for End Shear 1,215 Ibs 26.8% 115% 2 15-10-04 particular application.Output here based Cont. Shear 1,766 Ibs . 38.9% 115% 3 02-03-08 on building code-accepted design properties and analysis methods. Total Load Defl. U435 (0.38") 55.2% n/a 2 08-11-11 Installation of BOISE engineered wood Live Load Defl. 2xL/398 (-0.13") 90.5% n/a 5_° 00-00-00 products must be in accordance with Total Neg. Defl. 2xL/277 (-0.186") 86.6% n/a 2 00-00-00 current Installation Guide and;applicable Max Defl. 0.38" 38% n/a 2 08-11-11 building codes.To obtain Installation Guide or ask questions,please call Span/Depth 13.9 n/a n/a 0 00-00-00 (800)232-0788 before installation.\n\nBC CALCO,BC FRAMER@,AJS- ALLJOISTO,BC RIM BOARDT"^ BCI@, Horiz.Length Product Length BOISE GLULAM- SIMPLE FRAMING Slope and Cut Length Slope Fascia Depth SYSTEM@,VERSA-LAM@,VERSA-RIM Plumb Cut with Hanger to dbl. top plate 0.5/12 11-7/8" 15-11-00 15-11-11 PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Cautions trademarks of Boise Cascade Wood Products L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets User specified (L/240)Total load deflection criteria.. Design meets User specified (2xL/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for B1 is 1-13/16". I Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 I [T J Boise,Cascade � Double 1-3/4" x 11-7/8".VERSA-LAM® 2.0 3100 SP Roof Beam\RooflDR19 Moist( 1 span No cantilevers 12/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US. Build 2627 File.Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\RooMR19 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA. Designer Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 M.isc: 12 12' 4 j _ - BO 14-00-00 B1 Total of Horizontal Design Spans= 14-00-00 -Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type Ref: Start End, 100% 9000 115% 160%' 125% 1 Standard Load Unf.Area (lb/ft^2) L -00-00-00. 14-00-00 21 35 01-04-00 2 Unf.Area (lb/ft^2) L 00-00-00 09-02-00 21 35: 02-00-00 3 Unf. Area(lb/ft^2) L 00-00-00 14-00-00 14 0 05-03-00 4 Reaction from Desi... Conc. Pt. (Ibs) L 09-02-00 09-02-00: 243 440 n/a Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 7,857 ft-Ibs 32.1%- 115%' 1 . 07-06-01 be verified by anyone who would rely on End Shear 2,072 Ibs 22:8% 115% 1 00-00-14 output as evidence of suitability for Total Load Defl. L/424(0.561") 56.6% n/a 1' 07-00-11 particular application.Output here based 0 on building code-accepted design Live Load Defl. U947(0.251 ) 38/o n/a,' 2' 07-01-00 properties and analysis methods. Max Defl: 0.561." . 56.1.%. n/a ' '.1 07-00-11 Installation.of BOISE engineered wood . Span/Depth 14.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Horiz.Length Product Length or ask questions,please.call-' Slope and Cut Length Slope Fascia Depth (800)232-0788 before installation.\n\nBC Plumb Cut with Hanger to dbl. top plate 12/12 16-3/4" 14-00-00 20-09-07 CALCO,BC FRAMER@,AJS-, - ALLJOISTO,BC RIM BOARDT",BC10, BOISE GLULAMTM SIMPLE FRAMING Notes SYSTEMO,VERSA-LAM@,VERSA-RIM Design meets User specified (L/240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets User specified (L/360) Live load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are Design meets arbitrary 1" Maximum total criteria. trademarks of Boise Cascade wood g ry( ) Mi ttl load deflection iti Products L.L.C. Minimum bearing length for BO is.1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + .1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof l3eamCRooADR19 Moist 1 span I No cantilevers 1 12/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR19 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: I Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram r►� b d a • .. r• • .. • 4i • e a minimum = 1-1/2%=8-7/8" b minimum =4" d =24" e minimum = 1" Connection design assumes point load is top-loaded. For connection design of side-loaded 9 p p 9 point loads, please consult a technical representative or professional.of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 (T J Boisg Cascade Double 1-3/4". x.11-7/8" VERSA-LAM® 2.0 3100.SP Roof BeamlRooflDR20 �lJ Moist 1 1 span � No cantilevers17/12 slope V\/ednesday, February 05, 2014 BC.CALCO Design Report-US. Build 2627 File.Name:- 10474R Deacon Joseph Ln? Job Name: Description::Designs\Roof\DR20 " Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer Reef Company: a Shepley Wood'Poducts Code reports: ESR-1040 Misc: ' 12 ' s < - 3 , 9i , '' r ;:a'":; -_ �a `'' `Sr.w' ✓'�r r W r" : ,-�.nr.:ns BO 15-05 06 61 Total of Horizontal Design Spans=15705-06 Live: Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load.Type Ref:. Start End., 100% 90% 115% 160% 125% ' 1 Trapezoidal (lb/ft) L."00-00=00 . w 12.2 245 n/a j M15-05-06. 0 0 n/a 2. - Trapezoidal (lb/ft) L 00700700 61 123 n/a 15-05-06 0' 0 n/a n. Disclosure- .Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input:must- Pos. Moment 8,840 ft-Ibs 36.1% 115% 1 . 06`-07-00 : be verified by anyone who would rely on End Shear :2,909 Ibs .32% 1.15% .11 00-00-12, output as evidence of suitability for.. Total Load Defl. U422 (0.51") x 56.9% n/a 1 07-05-06 Particular application.output here based ' Live Load Defl. L/663 0:324" 54.3% n/a.. 2 07-.05-03 on building code-accepted design' properties and analysis methods. _Max Defl: 0.51" 5'1% n/a 1 ' p 07-05-06 . Installation.of BOISE engineered wood Span/Depth 15.6 -n/a n/a:. 0 .' 00=00-00' products must be in accordance with current Installation Guide and applicable building:codes.To obtain Installation Guide Horiz.Length•. Product Length or ask questions,please.call Slope and Cut Length Slope- Fascia Depth _ (800)232-0788 before installation.\n\nBC. Plumb Cut with Hanger to dbl.top plate 7/12 13-3/4 15-05-06 18=05-09 CALCO,BC FRAMER®,AJSTM ALLJOISTO';BC RIM BOARD.m,BCI0, LAMTM,S _ �z .. w .. BOISEGLU SIMPLE FRAMING Notes SYSTEM@,VERSA LAM®,VERSA-RIM Design meets User specified (L/240).Total load deflection criteria =` PLUS®,VERSA-RIM®, Design meets User specified (L/360)aLive load'deflection.:critena 17 m VERSA-STRAND®,VERSA-STUD@ are Design meets arbitra 1" Mazim.um total load deflection eriterla. trademarks of Boise Cascade Wood. g ry( ) Products L.L:C. Minimum bearing length for BO is 1<1/2". Minimum bearing length for'B1 is 1=1/2". y `� €•s Entered/Displayed Horizontal Span Length(s):= ClearSpan+=1/2 min. end bearing+ ' 1/2 intermediate bearing Calculations assume Member is'Fully Braced: . Design based on Dry:Service Condition. Deflections less than 1/8"were ignored in.the results. Fastener Manufacturer: Simpson Strong-Tie; Inc. ' Page 1 of T BoiseCascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlRooADR20 Moist 1 span No cantilevers 7/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US. Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR20 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA. ° Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b d a e a minimum = 1-1/2"c=8-7/8" b minimum =4" d =24" e minimum= 1" Install Screws with screw_heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 ®BO1se Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Roof\DR21 , Moist 1 span I No cantilevers 1 9/.12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File Name: 10474R Deacon Joseph,Ln Job Name: Description: Designs\Roof\DR21 Address: 45 Meadow Farm Road Specifier:: City, State, Zip: Centerville, MA. Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: �9 . 12 a y 10-01-00 BO B1 Total of Horizontal Design Spans=10-01-00 Live Dead . Snow Wind Roof Live Trib... Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft"2) L 00-00.00 10-01-00 19 35 01.04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 03-02-12 03-02-12 1,046 1,895 n/a 3 Unf. Area.(Ib/ft^2) L' 00-00-00 03-02-12 19 35.: : '07-00-00 Disclosure Controls Summary value %Allowable Duration Case., Location Completeness and accuracy of input must Pos.Moment 8,744 ft-lbs 35.7% :115% 1 03-02-12 be verified by anyone who would rely on End Shear 3,428 Ibs` 37.7% 115% 1;: 00-00-12 output as evidence of suitability for Total Load Defl. U721 (0.21") 33.3% n/a 1 04-07-07 particular application.Output here based on building code-accepted design Live Load Defl. U1,146(0.1321') 31.4% n/a 2 04-07-05' properties and analysis methods. Max Defl. .0.21" .21% n/a 1 04-07-07 Installation of BOISE.engineered wood Span/Depth 10.2 n/a. n/a 0 0.0-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Horiz.Length Product Length or ask questions,please call Slope and Cut Length Slope Fascia Depth (800)232-0788 before instal lation.\n\nBC Plumb Cut with Hanger to dbl. top plate 9/12 14-7/8" 10-01-00 13704-02 CALCO,BC FRAMERO,AJSTM ALLJOISTO,-BC RIM BOARD ,BCIO, BOISE GLULAMT"' SIMPLE FRAMING Notes SYSTEMS,VERSA-LAM@,VERSA-RIM Design meets User specified (L/240)Total load deflection criteria. PLUS@,VERSA-RIM@, - Design meets User specified (L/360),Live load deflection criteria. Vademar TRf Bois VERSA- Wood are trademarks of Boise Cascade'Wood . Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced. . Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Pagel of 2 Boise Cascade Double 1-3/4" x 13-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlRooRDR21 Moist 1 span No cantilevers 9/12 slope Wednesday, February 05, 2014 BC CALC®Design Report- US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR21 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram 1� b d a e a minimum= 1-1/2"c= 8-7/8" b minimum=4" d =24" e minimum = 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 Boisecascade Double 1-3/4" x 16".VERSA-LAM) 2.0 3100 SP Roof l3eam\RooflDR22 Moist 11 span I No cantilevers 0.5/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\Roof\DR22 Address: 45 Meadow Farm Road Specifier-:. City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040p Misc: �0.5 12 4 2Ak i yu WE 20-00-00 B0 B1 Total of Horizontal Design Spans=20-00-00 Live Dead Snow Wind: Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/6 90% 1156/6 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-:00-00 15 .` 35 05-00700 2 Unf. Area (Ib/ft^2) R -00-00-00 06-00-00 15. 35 05-00-00 3 Trapezoidal (lb/ft) L 00-00-00 0 0 n/a. 14-00-00 53 123 n/a 4 Reaction from Desi... Conc. Pt.{Ibs) L 14-00-00 14-00-00 603 969 : n/a Disclosure Controls Summary value %Allowable Duration" Case' Location. Completeness and accuracy of input must Pos. Moment 25,416 ft-Ibs 59.1%, ' 115% 1 11-09-10 be verified by anyone who would rely on End Shear - 5,576 Ibs 45.6% 115% 1: 19-11-02 output as evidence of suitability for Total Load Defl. U317 (0.758") 75.7%: n/a 1 10-03-13 particular application.Output here based Live Load Defl. U480 0.5" 75% n/a 2 10-03-13 on building code-accepted design ( ) properties and analysis methods.' Max Defl. 0.758 75.8% n/a 1 10-03-13 Installation of BOISE engineered wood Span?Depth 15 n/a n/a. 0 00-00-00 . produc ts must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Horiz.Length Product Length or ask questions,please call Slope and Cut Length Slope Fascia Depth (800)232-0788 before installation.\n\nBC Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 20-00-00 20-00-14 CALC@,BC FRAMER@,AJSTm, ALLJOIST@, BC RIM BOARDTM'BCI@, ' BOISE GLULAMT"' SIMPLE FRAMING Cautions SYSTEM@,VERSA-LAM®,VERSA-RIM For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow PLUS@,VERSA-RIM®, surcharge load. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 2-1/8". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based on Dry Service Condition Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise cascade Double 1-3/4" x 16 VERSA-LAM® 2.0 3100 SP Roof Beam\Roof:DR22 Moist 1 span No cantilevers 1 0.5/12 slope Wednesday, February 05, 2014 BC CALCO Design Report-US Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR22 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram b � d a c e a minimum = 1-1/2"c= 13" b minimum =4" d =24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 2 of 2 Bose cascade Double 1-3/4 x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\ROOf\DR24 Moist 1 1 span I No cantilevers 10.502 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\Roof\DR24 Address: 45 Meadow Farm Road 'Specifier City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Woo&Poducts Code reports: ESR-1040 Misc: 0.5 12 rT Alk c at B � c BO 16-05 08 B1 Total of Horizontal Design-Spans= 16705-08 Live. Dead Snow Wind Roof Live Trib. Load Summary Tag Description- Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area.(Ib/ft^2) L 00-00-00_ 16-05-08 15 35 08-00-00 Disclosure Controls Summary value %Allowable.Duration. Case Location Completeness and accuracy of input must Pos. Moment 14,028 ft-lbs 42% 115% 1 08-02-12 be verified by anyone who would rely on End Shear 3,379 lbs 31.66/o 115% 1 00-00-14 output as evidence of suitability for . Total Load Defl. U462 (0.428") 52% n/a 1 08-02-12 particular application.Output'here based u 02 on building code-accepted design Live Load'Defl. U683 (0.289 ) 52.:7/o.' n/a 2 08- -12 properties and analysis methods., .' Max Defl. 0.428" 42:8% n/a 1 08-02-12 Installation of BOISE engineered wood Span/Depth 14.1 pn/a n/a 0. 00-00-00 products must be in accordance with current Installation Guide,and applicable building codes.To obtain and Guide Horiz.Length Product Length or ask questions,please call Slope and Cut Length Slope Fascia Depth (800)232-0788 before installation.\n\nBC Plumb Cut with Hanger to dbl. top plate 0.5/12 11=7/8" 16-05-08 16-06-04 CALCO,BC FRAMERO,AJSTM ALLJOISTO,BC RIM BOARDTM BCIO, BOISE GLULAMT"' SIMPLE FRAMING Cautions SYSTEM@,VERSA-LAMO,VERSA-RIM For roof members with slope(1/2)/12 or less final-design must account for Rain-on-Snow PLUS@,VERSA-RIMO, surcharge load. VERSA-STRAND®,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets User specified(L/240)Total load deflection criteria: Design meets User specified(L/360) Live load deflection criteria. Design meets arbitrary.(1") Maximum total load:deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1,is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing. ' -Calculations assume Member is Fully Braced. Design based'on Dry Service Condition. Deflections less than 1/8"were ignored in the results.- Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of:2 Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof BeamlRootxDR24 Moist 11 span.I No cantilevers 0.5/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File Name: 10474R Deacon Joseph.Ln Job Name: Description: Designs\Roof\DR24 Address: 45 Meadow Farm Road Specifier: City, State, Zip: Centerville, MA. Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Connection Diagram �I b d I a i e j a minimum= 1-1/2"c= 11" b minimum=4" d =24" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 I i I i i i j i Page 2 of 2 Base Cascade Double 1-3/4" x 18" VERSA-LAMO 2°0 3100 SP Roof BeamlRooflDR25. Moist 2 spans No cantilevers. 0.5/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- US Build 2627 File_Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR25 Address: 45 Meadow Farm Road Specifier:. City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts . Code reports: ESR-1040 Misc: �0.5 12 _ a ai m ..� . .. . A. V-03-12 20-06-02 fi B0: B1 B2 i i j Total of Horizontal Design Spans=37-09-14 Live Dead Snow . Wind Roof Live Trib... Load Summary Tag Description Load Type. Ref.. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 17-02-00 15 35 07-00-00 2 Unf. Area.(Ib/ft^2) L 00-00-00 02-09-12 15 . . 35 07-00-00. 3 Unf.Area (lb/ft^2) L :09-06-04 20-10-04 1b 35 07-00-00 4 Trapezoidal (lb/ft) L 20-10-04 38 88 n/a: 25-11•-00.` �0 0 n/a 5 Trapezoidal (lb/ft) L 25-11-00 0 0 n/a 30-09-12' 38 88 n/a 6 Unf. Area(lb/ft^2) L: 30-09-12 37-09-14 15- 35 07-00-00: 7 Trapezoidal (lb/ft) L 27=02-12 0 0 n/a 34-02-12 105 245 n/a 8 Unf:Area(lb/ft^2) L 34-02A2 37-09-14 :'15 35 07--00-00 9 Reaction from Desi... .Conc. Pt. (Ibs) L 27-02-12- 27-02-12 1,355 2,657 n/a. 10 Reaction from Desi..:' Conc. Pt. (Ibs) L 27-02-12 27-02-12 576 947 n/a 11 Reaction from Desi... Conc. Pt. (Ibs) L 25-11-00 25-11-00 388 842 n/a 12 Reaction from Desi... Conc. Pt. (Ibs) L 25-11-00 25-11-00 1133 219 n/a 13 Reaction from Desi... Conc. Pt. (Ibs) L 25-11-00 25-11-00 133 219 n/a 14 Reaction from Desi:.:. Conc. Pt. (Ibs) L 20-10-04 20-10-04 1,120 825 n/a 15 Reaction from Desi... Conc. Pt. (Ibs) L 30-09-12 30--09-12 1,120 825 n/a 16 Reaction from Desi... Conc. Pt. (Ibs) L 02-09-12 02-09-12 659 934 n/a 17 Reaction from Desi... Conc. Pt. (Ibs) L 09-06-04 09-06-04 659 934 n/a Page 1 of 2 Boise Cascade Double 1-3/4" x 18 VERSA-LAM® 2.0 3100.SP Roof BeamlRooflDR25 Moist 2 spans No cantilevers 1 0.5/12 slope Wednesday, February 05, 2014 BC CALCO Design Report- U$ , Build 2627 File Name: 10474R Deacon Joseph Ln Job Name: Description: Designs\Roof\DR25 Address: 45 Meadow Farm Road Specifier.. City, State, Zip: Centerville, MA Designer: Customer: Reef Company: Shepley Wood Poducts Code reports: ESR-1040 Misc: Disclosure Controls Summary Value. %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 40,531 ft-Ibs 75.5% 115% 2 27-02-14 be verified by anyone who would rely on Neg. Moment 42,,096 ft-Ibs 78.4% 115% 3 17-03-12 output as evidence of suitability for End Shear 7,813 Ibs - 56.8% 115% 2 37-09-00 particular application.Output here based Cont. Shear 10,826 Ibs 78.6% 7 115% 3 47,05-08 on building code-accepted design properties and analysis methods. Total Load Defl. U335 (0.736") 71.7% n/a 2 28-05-02 Installation of BOISE engineered wood Live Load Defl. U532 (0.463"): 67.7% n/a 5 28-04-11, products must be in accordance with Total Neg. Defl. L/999 (-0.1") n/a n/a 2 13-00-04 current Installation Guide and applicable Max Defl. 0.736" 73.6% n/a. 2 28-05-02 building codes.To obtain Installation Guide or ask questions,please.call Span/Depth 13.7 n/a -n/a 0 00-00-00 . (800)232-0788 before installation.\n\nBC CALCO,BC FRAMER@,AJST"", ALLJOISTO, BC RIM BOARD TM BCIO, Horiz.Length Product Length BOISE GLULAMTM" SIMPLE FRAMING Slope and Cut Length Slope Fascia Depth SYSTEM@,VERSA-LAM@,VERSA-RIM Plumb Cut with Hanger to dbl. top plate 0.5/12 11-7/8" 37-09-14 37-11-00 PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Cautions trademarks of Boise Cascade Wood Products L.L.C. For roof members with slope (1/2)/12 or less final design must account for Rain-o.n-Snow surcharge load. Notes Design meets User specified(L/240)Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. - Minimum bearing length for B0 is 1-13/16". Minimum bearing length for B1 is 7-9/16". Minimum bearing length for B2 is Y.' Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume Member is Fully.Braced. Design based on Dry.Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram b d a • r• • - ° e a minimum= 1-1/2%= 15" b minimum =4" d =24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 2 of 2 A WC Guide to Wood Construction in High Wind Areas:110 inph Wind Zone Massachusetts Checklist fOTCOMPli2nCe(780 CMR 5301.2.1.11)' Hr- ,ui F7fzt-1 D , NV V, I --Z Check Compliance -1.1 SCOPE h Wind Speed(3-sec.gust).......................................... ............... .............................. ...................1.1 mp Wind Exposure Category................................................................. ... B . .................................... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall.be considered a story) ,2 stories <2 stories RoofPitch ..................................................................... (Fig 2)... .............................. 12:12 Mean Roof Height .............................................:........ (Fig 2).... .. ....... jJft :5 33' BuildingWidth, W.............................................I................1.(Fig 3)................................................. ft :5 80, Building Length,L ...............................................;...... .......(Fig 3).... ............ ............7qft :5 80' r- - Building Aspect Ratio(L/W) ..................................:.............(Fig 4)..;.............. IT, <................................ I 3:1 .......... Nominal Height of Tallest Opening2 ....... ................(Fig 4).................................................� :5 68" 1.3 FRAMING CONNECTIONS General compliance with.framing connections.............. ......(Table 2)...... .. . ......................................................... _V/ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1. ............ ....................... . ............................. Concrete.......... ....................... . . . . ConcreteMasonry............................................................ .............................. ................................ 2.2 ANCHORAGE TO FOUNDATION1.3- 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4). ....... I I ......... in. v ..............:­*....—. .......... fY " Bolt Spacing from end/joint of plate .........................­..(Fig 5)................. .......... in. 12 Bolt Embedment—concrete......:.....:.................. .........(Fig 5)............... ..........................._7 in.>_7" Bolt Embedment—masonry...... (Fig 5)............... ...................... in.>_ 15" Plate Washer (Fig 5).. ............................................ 3"x 3"x Y4" ......... . 3.1 FLOORS .................. .(per 780 CMR Chapter 55). Floor framing member spans checked ......... .1....I.............................. ✓ Maximum Floor Opening Dimension..;.............;......I.......I......(Fig 6)................................................... t9 ft:5 2 Full Height Wall Studs at Floor Ol5enings less than 2'from Exterior Wall(Fig 6)........... ........I............. Maximum Floor Joist Setbacks. Supporting Loadbearing Walls or Shearwall.................(Fig 7).................................... .................. 0 ft 15 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or'Shear'wall.,...:............(Fig 8) .........1..4........................................ Oft 5d Floor Bracing at Endwalls... ........................(Fig 9)......i:.................................................. . .. . *'*.............Floor Sheathing Type ........ ... .. ..... .........(per 780 CMR Chapter 55)..................I......i... .... Floor Sheathing Thickness .. . ....................................I...........(per 780 CMR Chapter 55).......... ............ in.. Floor Sheathing Fastening..:.. ...... .... ..................................(Tabl6 2)..L_0d nails at fo ln edge/J infield 4.1 WALLS Wall Height Loadbearing walls. ... .............(Fig 10 and Table 5)........................... ft 5,10: -7 ft 5 20 ......... ............(Fig 10 and Table 5) NonrLoadbearing walls. .. .... Fig 10 and Table 5).................. in :5 24"o.c.' Wall Stud Spacing ................................. ...... (Figs 7&8)..;....................................... ft 5 d Wall Story Offsets ......................................... ............... 4.2- EXTERIORWALLS3 Wood Studs . I I I -.;.............. (Table 5)..............................2x 0 in.,. Loadbearing walls..:............... ..................... _Z� I Non-Loadbearing 611s ......... * ...............(Table 5)...............................2x Z1_ft c;� in. .................. ... Gable End Wall Bracing' Full Height Endwall Studs .....................(Fig 10)........ ...... ................................... ....................... ......... WSP Attic Floor Length. .....................(Fig 11)...............I................................ ft aW/3 VlAr Gypsum Ceiling Length (if'WS*P'not'used)...................(Fig 11).............. ...***'*......... 0.9 and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................................................. or I x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays � Double Top Plate 4 Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection (no.of 16d common nails)..............(Table 6)....................................................... I AWC Guide to Wood Construction in Higli Wind Areas:110 inph Wind Zone Massachusetts Checklist for COMPRfl2nCe(780 CMR5301.2.1.1)1 Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................:(Tables 7).............................................. Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8),...................................................................................................... 10 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. �ft ® in.:511' Sill Plate Spans ........................................................(Table 9).................................. D ft 0 in.< 11' g ( ) ( )...............................Full Height Studs no.of studs ................................... Table 9 ........................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) IX Header Spans.............................................................(Table 9).................................. ft © in.512' Sill Plate Spans...........................................................(Table 9).................................. ft e7 in._12" Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .................................................I........................... 6'8° SheathingType..............................................(note 4)....................................................... " Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ !!?"jn. Field Nail Spacing ... . .... ...... Table 10 .......... 2 in. Shear Connection(no.of 16d common nails)(Table 10): 2r✓(3 Fr............ .................................. Percent Full .............(Table10). . . �.PY..Z�. %:y® 5%Additional Sheathing for Wall with Opening>6'8"( esign Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......................... 6����q .............................................. -cps 6'8' Sheathing Type..............................................(note 4)...................................................... - Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 3 in. Field Nail Spacing......................................... (Table 11).................................................�� Shear Connection(no.of 16d common nails)(Table 11).. .1'T_ :.... . ........... . 2N® � �/ Percent Full-Height Sheathing.......................(Table 11). 2,�. .. . . (�...z/.1? .fp s ' 5%Additional Sheathing for Wall with Opening>6'8"( esign Concepts)..................... ►jw Wall Cladding Ratedfor Wind Speed?...............................................:......................:....:.......:........................................:. 5.1 ROOFS / Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) r1 Roof Overhang ............................................... .. (Figure 19 ft-<smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...............:................................(Table 12)...................................:........U=370pif Lateral.............................................(Table 12).............................................L=1�*plf Shear....:.....:.:.........................:........(Table 12).............:..:...........................S=-71.Of Ridge Strap Connections, if collar ties not used per page 21... (Table 13):...............................T- pIf o r- Gable Rake Outlooker.......................................... (Figure 20).............. ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............................................. ( )............. ................................. Lateral(no.of 16d common nails)...(Table 14)........... :......................... L Z . Roof Sheathing Type...............:...................................(per 780 CMR Chapters 58 and 59).......... Roof Sheathing Thickness............................ .... . Z in.>-7/16"W� Roof Sheathing Fastening ............... .......(Table 2) Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11.. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. Generated by REScheck-Web Software: Compliance Certificate f Project :45 Meadow Farm Road, Centerville; MA Energy Code: 20091ECC Location:: Centerville (Barnstable); Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 0 ft2 Glazing Area 19% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 45 Meadow Farm Rd. REEF, Cape Cod's Home Builder , REEF, Cape Cod's Home Builder Centerville, Massachusetts, PO Box 186, 24 School Street PO Box 186, 24 School Street W.Dennis, Massachusetts 02670 W. Dennis, Massachusetts 02670 508-394-3090 : 508-394=3090 77,7771 Compliance: 8.5%Better Than Code Maximum UA:' 741 Your UA: 678 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a,minimum-code home. Envelope Assemblies Ceiling: Flat or Scissor Truss 3,162 38:0 00 O'030 95 Wall: Wood Frame, 16in. D.C. 1,452 21.0 0.0 '0:057. 72 Orientation: Front Window: Wood Frame', 2 Pane w/,`Low-E . 154 0.280 43 Orientation: Front Door: Solid 40. 0.350., -:14 Orientation: Front Wall: Wood Frame, 16in.D.C. 836 21.0 . 0.0 0.057 40 Orientation: Right side Window: Wood Frame, 2 Pane W/Low-E 141 0.280 39 Orientation: Right side . Wall:Wood Frame, 16in. D.C. 1,376 21.0 0,0 0.057 56 Orientation: Back Window: Wood Frame, 2 Pane W/Low-E 390 0.280 109 .Orientation: Back Wall:Wood Frame, 16in, D.C. 991' 21.0 0.0 0.057 44 Orientation: Left side Window::Wood Frame, 2 Pane w/Low-E 157 0.280 44, Orientation: Left side Door: Glass 40 0.280 11 Orientation: Left side Door: Solid 20 0.350 7 Orientation: Left side Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 1 of..9 Floor: All-Wood Joist/Truss Over Uncond.Space 3,162 30.0 0.0 0.033 104 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed.to meet the 2009 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date i I Project Title: 45 Meadow Farm Road., Centerville, MA Report date: 02/05/14 Data filename: Page 2 of.9 REScheck Software Version .5.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly y.in the REScheck software Textin the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in.a separate table, a reference to that table is provided. Section V_ Plans Verified Fieltl Venf�ed #„ Pre-Inspection/Pian'Review- w� :� Complies CommentslAssumptions• Valde ' i ,- & Req.ID a �_..- - 103.2 ;Construction drawings and a - axs,❑Complies [PR1]i i documentation demonstrate °lid' �� i � ❑Does Not doff�� ,energy code compliance for the „ �. k s ,PO ❑Not Observable , building envelope.(— �� .� � Applicable - - - 103.2, ;Construction drawings and : OCorrSplies ; 403.7� (documentation demonstrate. �� �� ., �JIJ`a NA' ❑Does Not [PR31 ,energy code compliance for �'�3�da lighting and mechanical systems ❑Not Observable ; Systems serving multiple I ��II @� ❑Not Applicable ;dwelling units must demonstrate - pp �� b com liance with the-comme �g� qi�raal }� � Ia 9 1 code. 403,6. Heating and cooling equipment is; Heating: _ Heating: j❑Complies [PR2]2.- )sized per ACCA Manual S based Btu/hr Btu/hr E Does Not on loads per ACCA Manual J or f g:. C g .. ❑Not Observable , i Cooling:.: oolin Jotherapproved methods. Btu/hr Btu/hr , :x # ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 3 of 9. 2009 C . . Foundation Inspections: g Complies? " Comments/Assumption 1EC s r � •' 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 -'protect exposed exterior insulation :❑Does Not' and extends a minimum of 6 in. below.' ;grade. :[-]Not Observable' :] ;❑Not Applicable: 3 403.8 ;Snow-and ice-melting system controls Complies [FO12]2 3 installed. ;❑Does Not $ ;❑Not Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 7 Medium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 4 of..9 Section plans Uerifietl Field Verified # Framing Rough-in Inspection _ 11 , Z Complies? Comments/Assumptions &?Req.ID Value Va lue 402.1.1, Door U-factor. ; U- ; :U- ;❑Complies ;See the Envelope Assemblies 402.3.4 1 ❑Does:Not j table for values. FRl 1 ; ] ❑Not Observable ❑Not:Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, (average). :❑Does Not: :table for values..: 402.3.3, 402.5 ❑Not Observable [FR2]1. Not:Applicable 303.1.3 ;U-factors of fenestration products ' � pw�� �� ❑Complies ��ll�ll [FR4]1 !are determined in accordance ❑DoesNot ;with the NFRC test procedure or ;taken from the default table. f@ ' ii° ��,„ ig ❑N'otObservable , ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned ;..U- U ;❑Complies [FR8]1 ispace have a maximum :❑Does Not ;fenestration U-factor of 0.50 in ;Climate Zones 478. New glazing :❑Not Observable ;separating the sunroom from ; ;ONot Applicable ;. ;conditioned:space must meet ;. code requirements. 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies ; [FR9]1 :space have a maximum skylight :❑Does.Not' U-factor of 0.75 in Climate Zones 4 8 ❑Not Observable j ;❑Not Applicable 402.4.4 Fenestration that is not site built y log Fc °d ❑Complies ; [FR20]1 'is listed and labeled as meeting �f , ° a�, •F ❑ ] A ��� Does Not: AAMA/WDMA/CSA 101/1.5:2/A440 ,, - ��� �aai�h� 1 �g ❑Not Observable or has infiltration rates per NFRC �`Eo-a ` �i�i - ��, 400 that do not exceed code � I ❑Not A liCable: ; :limits.: I�d0B�Eau,fi aaa, 402.4.5 ;IC-rated recessed lighting fixtures �° � � fll � �01 644❑Complies: z �p as �ai�. FR16 sealed at housing/interior/interior finish l= ��£ ❑ [ ] 9 � Does:Not )and labeled to indicate s2.0 cfm � Heakage at 75 Pa. w 4 ❑Not:Observable ; Md ONot Applicable ; 403.2.1 ;.Supply ducts in attics are. R R ;❑Complies: [FR12]1 insulated to >_R-8.All other ducts R R_ ❑Does Not -- in unconditioned spaces or. outside the building envelope.are, ❑Not:Observable ; insulated to>_R-6: ;E]Not Applicable ; 403.2.2 All joints and seams of air ducts, rlllii0� " �.°� '�� I i �� ad9 ❑Co'm lies a P [FR13]1 pair handlers;filter boxes, and �t����„ �_= � �d ❑Does Not . 'building cavities used:as return: ��i� 9� �,a= J ; ro ❑Not Observable , ducts are sealed. � „ ° #f ❑Not Applicable W PP. 403.2.3 'Building.cavities ` i aky ' ❑Complies are not used for '. �� [FR15]3 Isu I ducts. ❑ supply l Does Not s,1ia.............darn ❑Not Observable ❑Not A licable 403.3 )HVAC piping conveying:fluids R, R- ❑Complies [FR17]2t .,. above 105°F or chilled fluids' j ❑Does Not below 55°F are insulated to >R- : 3 ; ,❑Not Observable ; ❑Not Applicable 403.4 !Circulating service hot water ;: R R- ;❑Complies [FR18]? pipes are insulated to R-2. I ;❑Does Not J j a. ; ;❑Not Observable . ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3;Low Impact(Tier 3) Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 5 of 9 SectmnF Plans Verified Field Verified' ;r I#iw Framing/ Rough In Inspection e Complies? ig Comments/Assumptions t bt Req.l� rr�, aS�IL.VaIUe " Value ry �Pi1 = 403.5 v Automatic or gravity dampers are °{ ❑Complies ; [FR19]1 installed on all outdoor air r intakes and exhausts. Does-Not �& a o p` Not Observable EINot:Applicable: Additional Comments/Assumptions: 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 6 of .9 Section - Plans Uerified `F�eid Uerified.� � � 10 ' �.; Insulation1fispection �� � Value v�f�" Value ' Cgmplies7 x Comments/Assumptions & Req.ID e a# g �. �. �mw 303.1 All installed insulation is labeled P ❑Complies [IN13]2 or the installed R-values rovided. �. ��� 1 I , , , ; []Does Not ]pi ❑Not Observable 1 "❑Not:Applicable 402.1:1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;2 ❑ Wood❑ ;❑❑ .Wood ;❑Does Not. table for values.. 402. .E ! I N1 :Steel Steel I.❑Not Observable, ;❑Not Applicable 1 303.2, !Floor insulation installed per 1 � � ❑Com lies. I 4022.6 manufacturer's instructions, and ,d� �� ��� i ��lb�A ❑ [IN2]1 ;in substantial contact with the . °°�] �i�i� Does:Not 41 r ;underside of the subfloor. � <. ❑Not:Obseryable ❑Not Applicable 402:1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies: See the Envelope Assemblies 402.2.4, !mass wall with:at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.5 !wall insulation on the wall Mass Mass [IN3]1 . :exterior,the exterior insulation ; El ❑Not:Observable I I❑ Steel ❑ Steel Applicable I - I requirement applies. 303.2 ;Wall insulation is installed per 9� �l�il� ���i❑Com_plies .:- iI [IN4]1 :manufacturer's instructions. rij, ❑ Does Not - ; i�ll ❑Not Observable r iF - d" i� 'Ih ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a : R- ;: R- ;❑Complies [IN8]1 :minimum R-value.of:R-13. New . ❑Does Not. walls separating the sunroom ;from conditioned space must ; :❑Not Observable; I meet.code requirements. pi ❑Not Applicable :; 303.2 I - iGIY��BwWds�ey' S i - i Sunroom wall insulation installed s ❑Complies [IN9 1 I er manufacturer's Instructions. r,. �' €r �4 ] ,p .I ❑Does Not � 441 - �E xggp ❑Not Observable I�� :❑Not�Applicable_: - - a .- 402.2.11 ;Sunroom ceiling minimum R- R- ;❑Complies ; [IN10]1 !insulation R-value of R-19 in :❑Does.Not' Climate Zones 1-4,and R-24 in I �. Climate Zones 5-8. ❑Not Observable ; ❑Not.Applicable 303.2, ;Sunroom ceiling insulation is: I ` lmlpy�l���I ❑Complies [IN11]1 installed per manufacturer st 4�� r � �� ���&@li��,❑Does Note` ;instructions. „ ii ` " e. , .CgS El Not Observable a' ❑Not-Applicable: Additional Comments/Assumpti.ons: I 1 High Impact (Tier 1) 2' Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 7 of,9 _ _ seGtibn a, RAG JiJ K� = - Plans Verified F�eid Verified,& - �¢ Final Inspection Provisions= V& ROADalue, Valuer Compl�es� Comments/Assumptions.y 402.1J, (Ceiling insulation R-value.Where ; R- R- ;❑Complies ;see the Envelope assemblies 402.2.1, 1> R-30 is required, R-30 can be 3❑ Wood ;❑ Wood ,Does Not ;table for values. 402.2.2 'used if insulation is not [FI1]1 ;compressed at eaves.,R may „❑ Steel ❑ Steel ;❑Not Observable` be used for 500 ft2 or 20% ;❑Not'Applicable: ; (whichever is less) where i ;sufficient space is not available. 303.1.1.1,:Ceiling insulation installed per ❑Complies 303.2. (manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked eve � �°� ; �nnd� � s�I�I�a �� I300 ft�. hn � lip � „[]Not Observable ❑Not Applicable pp� ' 402.2.3 ;Attic access:hatch and door ;: R- R- :;❑Complies [FI3]1 I insulation >_R-value of the :❑Does Not ;adjacent assembly. ;❑Not Observable ; ;(Not Applicable 402.4.2, (Building envelope tightness , ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 verified by blower door test resultf 3 :❑Does Not [FI17]1. of<7 ACH at 50 Pa.This requirement may instead be met ;. ❑Not Observable ; Via visual inspection, in which ;❑Not Applicable case verification may need to occur during Insulation ; Inspection. {. 40244 3 1,Wood-burning fireplaces have :° a ❑Complies [FI8] ��gasketed doors-and outdoor Un a�; IIII�IIIIIilllt ❑Does Not .acombustion air. ❑ r Not Observable ; i.�_ _m , g�dq� q, Not Applicable 403.2.2 'Post construction duct tightness cfm g cfm ❑Complies ; [FI4]1 ;test result of<_8 cfm to:outdoors, ': ❑Does Not f :or<_12 cfm across systems. Or, rough-in test result of<_6 cfm E]Not.Observable across systems or<_4 cfm _ ❑Not Applicable, ; without air handler. Rough-in test!, a ;verification may need to occur ; Iduring Framing Inspection. 403.1. Programmable thermostats ❑Complies ; [FI9]2 installed on forced air furnaces. - ��" � ❑Does Not, , '❑Not Observable_ :; � . ;� ° .�, � � �4 �q q ENot Applicable 403.1 2N Heat um thermostat installed ���d'ddQ s ) pump �` �A�I&Ig�� �I��...I ..Ih.I n❑Complies [FI10] Ion heat pumps.: �� � ❑Does:Not i .� I �r ❑Not Observable K ONot.A licable 403 4-- 1Circulating service hot water []Complies [FI11]2systems have automatic or CAI ��P �� I��K g QDoes Not' accessible manual controls. � �` 3 eau Ala ja�lli III ❑Not.Observable .. "Aaa�Sds a �gg9Naggpewdaaana - .. �a. . ��Iddm�a � a� ❑Not_Applicable I 403.9.1 jReadily accessible switch onPOP, � �°�""'� ❑Complies. [FI12 3 heaters for swimming ools. Nq� ] � g p � • '�� ���❑Does Not. ' { �I 4ox ❑Not Observable�.��. []Not Applicable I 403 9'2 jTimerswitches on pool heaters ; ��� ❑Complies FI19a Wand_ um sare.�resent: � �� [ ll P p p � : E��IyI:I�Ip❑Does Not: 6a�,tl119�8v''�J ❑Not:Observable` ; � u �; #ak e a z n , . , Not Applicable ; 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 8 of 9 SeCtldn _ a4 ti k1�.6 s �4 M Plans Verified Feld Verified #" Final Inspection,Provisions a Complies? Comments/Assumptions & Re ID _ LL _ s Value Value z _ q 403.9.3 ;Heated swimming pools have a _ g❑Complies [FI20]3cover.Covers on pools heated a, Ip °' ❑DoesNot: s over 90°F are insulated to.R-12. I- lI. ❑Not Observable ❑ Not:Applic e: , , 404.1 50%of lamps in permanent s�i aI Complies ; [FI6]' !fixtures are high:efficac.y lamps. � �� � ' � � ❑Does Not. x �n, , SM ❑Not Observable. OEM �F� MS s 5FIF❑Not Applicable 4013 Compliance certificate posted: ,- �f° ❑Complies. [FI7]2 a ��� �DoesNot: �� ywnu oila� ❑Not Observable ; ❑Not:Applicable ; 303.3 !Manufacturer manuals for s ❑Complies,: ; [FI18]3 mechanical and:waterheatingz ''�� � � ❑DoesNot� . equipment have been provided ILII � � ❑Not-Observable , �• ❑Not Applicable.: Additional.Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 45 Meadow Farm Road, Centerville, MA Report date: 02/05/14 Data filename: Page 9 of 9 2009 IECC E n e:r Efficiency Ceofocate ko Wall 21.00. Floor 30.00' Ceiling / Roof 39.00 Ductwork (unconditioned spaces): .i Window 0.28 Door 0.28 ._.M®R� Heating System: . Cooling System. Water Heater: 55 Name: Date: .`Comments p 1 Client#:681100 2REEFRE ACO(�Dr. CERTIFICATE OF LIABILITY INSURANCE DATE 05/(MM/DD(MM/DDIYYYI) 3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHONE 508 775-1620 FAX 5087781218 IC No Ext: A/C,No Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED INSURER B: Reef Realty Ltd. INSURER C: P 0 Box 186 West Dennis, MA 02670 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD/YYYY A GENERAL LIABILITY BINDER357644 5/19/2013 05119/2014 EACH OCCURRENCE $11000000 X COMMERCIAL GENERAL LIABILITY DAMAGE ( RENTED PREMISESS Ea occurrence) $250,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $5 OOO PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PROECT LOC $ J AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION BINDER357646 5/19/2013 05/19/201 X wo sTLITU-s ERH AND EMPLOYERS'LIABILITY Y 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? 51 N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under LI DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY MIT $500,000 _. DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) 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 Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S111554/M111553 LS1 __ G* CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 6/10/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. - IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may iequire an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CUNIAGI PRODUCER NAME: Eastern Insurance Group LLC-Main AICCNtu Ext:508-651-7700 Ac No:508-653-8089 233 West Central Street E-MAIL Natick MA 01760 ADD REss:selectwo k eastern insurance corn INSURER(S)AFFORDING COVERAGE NAIL k INSURER A: me 'can Fie&Casualty Co INSURED 31438 INSURER B:Hartford Insurance CO A&E Forms Inc INSURIERC: 32 General Holway Road INSURER D: So Yarmouth MA 02664 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1222753151 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPEOFINSURANCE ADDLS BR POUCYEFF POLICYEXP INSR WVD POLICYNUMBER MMIDDIYYYY MM/DDIYYYY LIMITS A GENERAL LIABILITY BKA1353618896 14/2013 /4/2014 EACHOCCURRENCE $1,000,000 DAMAGE TO RENTE X COMMERCIAL GENERAL LIABILITY PR EMI (Ea occur.nce $100,000 CLAIMS-MADE FX OCCUR ME D EXP(Any oneperson) $10,000 PERSONAL&ADV INJURY $1 DOD 000 GENERAL AGGREGATE $2 000 000 GEN•LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 X POLICYPRO LOC $ A AUTOMOBILE LIABILITY BAW53618898 /4/2013 14/2014 (Ea accident) 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED rX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOSPROPERTY DAMAGE $ X HIRED AUTOS A NON-OWNED AUTOS Peraocident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ __ B WORKERS COMPENSATION 8WECCM4380 /412013 /4/2014 X T RSTAMTS I OER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE� NIA E.L.EACH ACCIDENT $5003000 OFRCER/MEMBER EXCLUDED? (Mandatory in NH) _ _- �_ E.L.DISEASE-EA EMPLOYEE $500,000 LL If yes,describe under DESCRIPTIONOF OPERATIONS below E.L.DISEASE-POLICYLIMT $500,000 DESCRIPTION OF OPERATIONSI LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space is required) CERTIFICATE HOLDER CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Reef Realty Inc. ACCORDANCE WITH THE POLICY PROVISIONS. . PO Box 186 West Dennis MA 02670 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All,xights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Client#:514675 2ALLCAPE6A DAIS(MM11301YYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 1 09/24/2013 THIS CERTIFICATE IS ISSUEDAS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ias)Must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PKODUCEH CONTACT NAME: Dowling&O'Neil PHONE 50$775-1620 FAX 5087781218 (AIC,Nu,Exi): (AJC,Ne): Insurance Agency E-MAIL ADDRESS: 9731yannough Rd., PO Box1990 INSURER(S)AFFORDING COVERAGE NAIC9 Hyannis,MA 02601 INSURER A:National Grange Mutual Insuranc INSURED INSURER B:Associated Employers Insurance All Cape Garage Door Company, Inc. INsuHEH c:Travelers Insurance Company 1 Huntington Ave INSURER D South Yarmouth,MA 02664 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWI-r STANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �[HR POLICYNUMBER (MMIDBIYYYY)TYPE OF INSURANCE ADOLSUHH POLICY EFF POLICY EXP LIMITS IN3R WVD (POLICY A GENERALLIABIUIY MPK3861X 1010712013 1010712014 FAC1HOr:cUKKFNOF $1000000 DAMAe�E 7 RENTED $500 00O X COMMERCIAL GENERAL LIABILITY FKFMI:;Ffi Fa Ora lrmnrr. CI AIM;-MAIJF 51 OCCllte MFIJ FXP(Any nnr.prr,nn) $10,OD0 PI-HS(JNAI R A IV IN.IIIHY $1 00Q 000 GENERAL AGGREGATE $2,000,000 GI-N1 AGGHFCiA1FI IMII AFFI II-S Ff- : FKONt)C,*IS-COMPIOPAGG $2,000,000 POLICY FHO LOC � OGMHINFIJ iINil F I IMI I $ CAUIOMOSILEUAHILIIY BA336H813813SEL 6/25/2413 Q6125/201 $1,000,000 ANY AUTO BODILY INJURY(Pest I/eIWII) $ ALLOW )( SCHEDULED H00I1 Y INJURY(Prrrrridnnl) $ AIIIES AtI ICAi NON-f)WNI-A PHOPFH I Y NAMAC*- $ - X HIREDAUTOS X A1110, PeI at adnul UMBRELLA UAB HOCCUR EACH OCC;IIHKFNC:F $ EXCESS LIAR CLAIMS-MADE AGGREGATE` $ LIED I I RETENTION _ $ ANDkMFS YkHS' SATION WCC50050025862013A 6/01/2013 06/01/201 X i`i7 IAImlllti FN ANU EMPLOYERS'UABILIIY ANY FKOFHIF IOKIFAKINFK/FXF0lll l5(F YIN E.L.EACH ACCIDENT $1000000 OFFICERIMEMBER EXCLUDED? N NIA (Mandntory In NH) _ F.I.1)ISFA1iF-FA FMFI OYFF $1 DUO 060 If yea,uutl6ibe UIIUUI W-SC:HIP I ION C)F OPFKAI IONS hr.1m E.L.DI5EASE-POLICY LIMIT $1,000,000 DESCHIP I ION OF OPERA I IONS I LOCA[IONS 1 VEHIC_LES(Attach ACOHD 101,Addltlonil Hamarks Schadula,If more spaca In raqulrad) Insurance coverage is limited to the term$, conditions,exolusiorls, r limitations an endorsements. dorsements. 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— _ Reef Realty THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN - PO Box 186 ACCORDANCE WITH THE POLICY PROVISIONS. _ 'West Dennis,MA 02670 _ _• - AU 1 HOKILED HEPKESEN 1 A I IVE - + r)1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 Tha ACORD name and ID —re go era rapistd marks of AGORD v _ #S1178891M117888 _ NS2 013 10:16:04 AM PST (GMT-8) FROM: 100005-TO: 15082587076 Page: 2 of 2 -- CERTIFICATE ®F LIAB DATE{MM/DD13 �..- ��C� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE-OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S);AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER DoWling& O'Neil Insurance Agency CONTACT NAME: ICI 973 IYANNOUGH ROAD 2ND FLOOR Hyannis, MA 026011990 PHONE vc No.Ext: 508 775- 620 F Arc No): 508 778-1218 E-MAIL ADDRESS: - INSURER(S)AFFORDING COVERAGE NAIC INS URER A INSURED - : Liberty Mutual Insurance M OSTROWSKI INC INSURERB: DBABARNSTABLE ELECTRIC INSURERC: 71 LOTHROP'S LANE INSURERD: WEST BARNSTABLE MA 02668 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 15341377 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I A13DL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DDJYYYY MMIDDJYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERGAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurcence $ CLAIMS-MADE OCCUR MED ECP(Any one person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER; PRODUCTS-COMP/OPAGG $ POLICY PRO- LOG $ AUTOMOBILE LIABILITY 1� SINGLELIMIT Be(E aeadeni) $ ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident AUTOS 8 AUTOS ( ) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per..Nd l) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ A WORKERS COMPENSATION WC5-31S-383855-013 1/15/2013 1/15/2014 WCSTATU• C AND EMPLOYERS'LIABILITY y/N •_,-�, ✓ TOR LIMITS CK ' —' ANY PROPRIETORIPARTNERIEXECUTNE OFFICERIMEMBEREXCLUDED? � NIA - E.L.EACH ACCIDENT $ - 500000 (Mandatory i)NH) E.L.DISEASE-EAEMPLOYEE $ —500000 _ If yes,describe under — - --- - _ DESCRIPTION OF OPERATIONS below. __ — _ _ _ w_ E.L.DISEASE-POLICY LIMIT. $ _­500000 _ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(AttachACORD 101,Additional Remarks Schedule,If more space is required) Workers Compensation insurance coverage applies only to the workers compensation laws of the state of MA. _ "= CERTIFICATE HOLDER— - -- -- CANCELLATION— SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE REEF-CAPE COD'S HOME BUILDER _ THE EXPIRATION DATE THEREOF,-.NOTICE .WILL.-BE..DELIVERED IN 24 SCHOOL STREET ACCORDANCE WITH THE POLICY PROVISIONS. -WEST-DENNIS MA 02670- AUTHORIZED REPRESENTATIVE Jeff Eldrid a - - - ©'1988-2010 ACORD CORPORATION.-All rights reserved. _ _ ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD_ 1534 377 CLIENT C E: 1576716 Anne Chan L 1/28/2013 1 13:,06 AMP ge 1 of is certificate cancels and supersedes dA� apreviousl:y issueda certUicates. _ 05/14/2013 11:49 FAX Cr1001 ARNOL-1 OP ID:SW DATTQIMMIDWYYYY} CERTIFICATE OF LIABILITY INSURANCE 05/1412013 THIS'.CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ANh!CONFI RS'NO RIGHTS'IIPON THE-CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED ,'REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMOORTANT: It the certificate holder IS an ADDITIONAL INSURED,the policy(I®s)must be endorsed, If SUBROGATION Is WAIVED,subject to the terms and condlVoH6 of the policy,certain policies may require an endorsement. A statement on this certfficate do=not confer rights to the certificate holder in lieu of such endorsement e. CONTACT PROC(r98R Phcne:508-385-2454 Edward J.McGrath Insurance FaX:508-385_5991 PHONE ' taJo Nell _-- p,O.sox 1003 �--_--_. Dennis,MA 02638 Aeti ens: E.J.McGrath In$umnce Agency _ IN$URAR$AFFORDING COVERAGE N,AIC d T INSURER A.-COMM61'0e Insurance Compan INauR®o Rgbert Arnold dba INSURER e:Lte Mutu»I Insu;nce Group Fleatwood Plastering ,NSURRR01 2 Georga Holbrook Way INauReRb: E Harwich,MA 02646 INSUR@R E: , INSURNR IF COVERAGRS CERTIFICATE NU BER: - REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLU$ION_$AND CONDITIONS OF SUCH POLICIES,LIMIT$SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR m TYPE Oil INSURANCE POLICY NUMB®R LIMITS 09NzMLLIAmWlrY EACH OCCURRENCE 1 A +X COMMPRCIALGENFRALUABILITY M3S911 021'IS/2013 02/16/2014 CLAIM$•MAPE OCCUR MED EXP An en■ WNM) 6 5,00 PERSONAL&ADVINJURY 6 1,000,00 --—--- GENERALAQGREGATE b 2,000,00 dEN'LAOeREOATELIMITAPPLIEBPER PRODUCTS-COMPIOPAGO 3 2,000,00 POLICY P LOC 6 COMBINED 81NGLE LIMIT AUTOMomm LIAmLrIY — BODILY INJURY(Per Poraan) 6 ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per WOW) 6 AUTOS AUTOS Q AWNED . _ _. _ _ . - - - II _ Intl HIRED AUTOS AUTOS " ' •' 3-- Uh1PRAILLA LIAR d OCCUR EACH OCCURRENCE b EXC980UAD CWMB-MADE AGGREGATE # DED RETENTION TATU• 07H- WORKER5 COMPENSATION TO Lim AND KMFLOYSRs'UAINUTY - r, B ANY PROPRIffrO"ARTNERAXECUTIVEYnIN WCCG-319-342039-023 04126I8013 04I26I3074 E.LEACNACCIDENT 4 700,00 '' OFFICERIMEMM EXCLUDED7 ICI NIA___ _._� - g L.DISEASE-EA EMPLOYE s g .__100,00 (fiir, 4-Y In NH) ... Ify� df#%"w4ar EL DISEASE-POLICY LIMIT 6 500,00 Ile F P _ _, _ — D08CRIP'110N OP OPERA11ONS I LOCATION I VEHICLUS(AHavh ACORD 101,Additional RO MneD 60hoafulq If mere e11499 la raclulrod) - -"CERTIPICiATE OLDER -: -- _ CANCELLATION - - SHOULD ANY OF THE AWE DESCRI®ea POLICIES BE CANCELLED BEFOR0 _ -- - - - - -- --- -- - --- TH4 EXPIRAYION DATE •THEREOF, NOTICE WILL.BE_P IVERED IN_ Beef Realty,LTC)dba _ ACCORDANCE WITH THE POLICY PROVISIONS. Cape Cod's Horne N611der-_-- 74,Schvol Street r AUTNa_kZRNFR66ENTATIV! Went Dennis,MA 02670 E.J.McGrath Insurance Agency - 141033.2010 ACORD CORPORATION.-All rights reserved.* ACORD 25(2010105) The ACORD name and Ingo are registered marks of ACORD 0312612013 13:55 PAUL PETERS AGENCY,HASH PEE T45084776498 P.0011001 OP ID:LT ���•-y a E7ATE(tdMlbblYYl'Y} CERTIFICATE OF LIABILITY WSURANCE 03/28/2013 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR-NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE-AFFORDED 13Y THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the Certificate holder Is an ADDITIONAL INSURED,the pollcy(Les)must be endorsed. If SUBROQATfON IS WAIVED,subject to the terms and condltiona of the policy,certain policies may require an endorsement. A statement an this certificate does not confer rights to the certificate holder In lieu of such andorsoment e. PRODUCER Phone:508411.0021 NAME Paul peters Insurance Agency Fax: PHONE e I as No: 680 Falmouth Rd. Mash so,MA 02649- L-MAILADDRESS: John J.Lynch,IV T�POUP1 TOM@RAID f!t ,�.,,,,-�..«-,,,,,,,,,,-,�...,,,.,,....,.,.•- INSURER(01 AFFQRDiNQ COVERAGE NAIL N WGURIcn Top Quality Painting INSURER At SAFETY INSURANCE COMPANY Marcos DaSliva INSURERU-AIM Mutual Y Wsbqulrih Ln ���. ... .... ........._.. INSURER c: Mashpee,MA 02849 lNsuReR D INSURER E INSURER F• COVr:RAGES - - CERTIFICATE NUMBER., REVISION NUMBER: - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 166UE11 TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY KQVIREMFNT,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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OLICY EXP TYPEOPIN&URCE POLICYNUMDER MMIDDIYYYY AMIDDNYYY AN LIMITS OENSRAL LIABILITY EACH OCCURRENCE i 1,000,00 A X COMMERCIAL GENERAL LIABILITY PREMISES 100i00 CLAIMS-MADE run I„I OCCUR MED EXP An ane &teen $ 10,00 BMA0014485 09/13/2012 09/1312013 PERSONAL a ADV INJURY & 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'LAOOREQATEL[MIT APPLIEBPEM PRODUCTS-COMPIQPAGO S 2,000,00 p0UcY P LOC $ AUTOMOBILE LIANILITY COMBINED SINGLE LIMIT $ (Ea aecldent) ANYAUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS _ _ _ _ - _ ..� _.. « _. BODILY INJURY(Feraccident) S,_„ SCHEDULED AUTOS PROPERTY DAMAGE HIREDAUTOS (Per accident) S NON-OWNED AUTOS $ UMBRELLA LIAR OCCUR r EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE RETENTION— WORKWOCOMPENBATION ITIXGSTATU• I JOTH- AND EMPLOYERS'LIABILITY EA ANY PROPRIEORIPART14ERIEXECUTNE1 E,L.FACHACCIOENTT 8_ - m. - 604,C00 OFFICERIMEMBER EXCLUREP7 �.I ,�I NIA _., „ 01110(drrInNH) WCC6010776012013�- 02/2012013 02/26/2014 E,L;DISEASE=EAEMPLOYEEs 600,00 — - -- Ifyyaedeacribeunder �e� _ E.L,OIBEABE-POLICY LIMIT $ 800,00 OEBGtRIPTION OF OPERATIONS bafaW - PEBCRIPTfON OF OPERATION8I LOCATIONS/VEHICLES(AINA ACORD 101,Addltlonal Remurko Sohodulo,it more opaoo to raqufrod) _.,... �...._.,.,..:;...�.+.=-,...--.....mow..« _ e.� ..+-ss::+,..,.:.... ..a«.,: _....-.....:.....,._,.......:-_—,.�...�,,._...,._ _ a. CERTIFICATE HOLDER CANCELLATION r'_REEFRE1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELr EA aEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED AN- -— _ Realty.LW._ _ ___. _ _ACCORDANCE WITH THE POLICY PROVISIONS. Fax;$08-258-7076 ---- --PO Bax.186-- - ' - ._ - _. __- AUTHOR20 REPR SENYATIU - — —- - — — -. 24 School St John J. nc - — — -- - _ _ _ . b 1931111-2008 ACORD CORPORATION.-All rights reserved, ACORD 28(2000109) Thip ACORD name and logo are registered marks of ACOad � _ MRR-02-2013 01:20 From:CHRGNON INS To:15082587076 Paoe:1-'1 ACCARV CE,RTIF1CATE OF LIABILITY INSURANCE �M(MMIbA'YYY,r) THIS CERTiF1CAf>G!S lS�UED AS A MA7T!`R OF INFORMATION ONLY AND CONFERS NO-RIGHTS UPON THE CERTlP7CATE HOLL)El�THI - CERTIFICATE GOES NOT;AFFIRMATIVELY OR-NEGATIVELY AMEND 3/1/73 BELOW. -THIS GE0RPR61TE OF INSURANCE p TIFI NOT CONSTITUTE A CONTRACT 8ETWEEN THE ISSUING tNSURER(S), AUTHpRl�ES EXTEND OR AL1ER THE COVERAGE AFFORDED HY THE POUCII_R REPRESENTATLVE OR PR�traUCEi2,AND THE CERTIFICATE HOLDER,IMPORTANT: If the certificate holder is an ADDiTIONAI INSUREa} 1} the terms and Cann li u ofthe Policy,certain policies may requ"an endorsement A statement an this certiflDstQ does not canter �tp� fhe policy(g)rratsf be erldgrsed. If SUBFtOGATlON 15 WAI!(ED,subject to ee►ti6Cate holder in lieu of uch eTltlor$�rleR s). PRODUCER � e Chagnon Insurance � erk CON TA T $OX �2 �Y, xna. NA Me: P NE Orlreaus t MA 02653 AD 1 Es&: N _ IN$UI7l: S AFFORDIN[t COVERg4E - INSURED -- --' -_' -. _ _ - INSURER A:ITT HAR+p•>+pgp NAICA Adrian F lze dy J-r INSURFN8, 333 HARWICH f RD INst1RER C: XIrewste.r, MA 02S31. 1 Rat0: iINSURER E: COVERAGES GER7IFICATE N LIMSER: INSURER F: THIS IS TO CERTIFY THAT TH 'pOUC(ES OF INSURANCE WSTED BELOW NAVE BEFN!$SUED TO THE INSURER VK30 INDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER p EuISIki ON NUMBER; CERTIFICATE MAY BE ICH THIs !S$t►l O OR MAY lSIyR7gN TMk INSURANCE . ABOVE FOR THE POLICY PERIOD EXCLUSIONS AND CONDITIONS DP SUC-1 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCEDIBY PAID CLAIMS. p HEREIN S SUBJE WITH CT TO ALLPECT TNE TERMS. (N3R LTR 'TYPEOFIN5URANCE ]ADdI'RiIBR - _ _ .- .._ POUCY NUAIISER -.. POL?EY•EFL- F'dLIGTf(jj(p . A OENBtALLIABILITY dLny 54rtIDuryYYYY LIMTS - O S SRhZZ 6704 1x/21/12 11311'e"ERCKGEtEPALLMUiTY EACH OCCURRENCE 8 1,000 000 CLAIMS-MADE AMA ETO ENTER —_—_ OCCUR}+ S -- -•— __ MEDEXP(ArVorePersm) S 10 000 f1 PERSONALSADVINJURY s 0 0 000 C_N'LAGtRFGATELLIJT PPLIESPER -° i GENERAL AGGREGATE 5 2 00 OOQ POLICY — PRO_ LOC + i PRODUCTS-COMP/OPAGO 3 � OOQ OOQ AUTUMOCILE LtABRliY ) $ i ANYAUTO I as aF.iNrieE rt r;LE L MR $ AL OV"D AUTOSLED 80DILY FNJURY(Fer Pawn) S AUTOS NON-OVVNED BODILY INJURY(Pet erz4denQ S H[REDALIT03 -_AUTOS i PR PEItiY PAMA U MBRELLA LIM $ OCCUR _ M EXCM5LIA9 EACH OCCURRENCE g -� — CLAIMS-MADE DEC) REtENTIDN3 - AGGREGATE 3 MRx PLOYE UAGI aN 08WECPB25S7 2/2/13 2/2114 wGSTATU- 3 ANDEMpLOYERSLIABn,TTy � - ANYPROPRIE pJPARTNERIEKECUTpvt YIN 4TH- OFFI( RMIEMSERUCLUDED7 NIA E.LIACHACCIbEM $ lO0 QOD (MyYandal ryinNH) ,. »... 1 DE6 O CRF� NOFO PE EL OISE -EA EMPLOYE $ 500 000 -RATIDNSbeldwl ----'-- -� - E.L DISEASE.POLICYLIMR 100 QQQ„ - DESCRU+TIONOFOPERAMONSILDCA'NONSJVSIilCLES(AllichACORD101,AddygnalReimftScAsdule,if more$p3rgie,req,jrW) ADDITIONAL INSURED: REEF READY LTD ADRIAN P REDDY, JR TS LTI:D IN COVERAGE --CERTIFICATE � - - HOLDER- - CANCELLATION SHOULD ANY OF THE ABOVE tIESCR113E1)POLICIES 139 CANCELLED BEFORE REEFAI�y LTD THE EXPIRATION DATE THEREOF, NOTICE WILL-BE DELIVERED ►N _r _ _ _ _. ACCORDANCE WITH THE POLICY PROV131pNS:- " " "- - - - - 50$=258-7076 - - wACORD 25(2010/05) 19$8-2_10'ACOR13 CO Ft4Tl N.`AIL rights reserved. __Phone:- The ACORD name and fogq are registeredFnaWd-01ACORD 03/22/2013 04:50 5089915461 FLAGSHIP PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE ACO D® PATE(tAMIDQIYYI'Y) 1 -3/22/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND?CONFERS NO RIGHTS UPON THE CERTIFICATE-HOLDER,T}i18 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED SY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(% AUTHORIZFP REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, f� IMPORTANT: If the certificate der Is an ADDITIONAL INSURED,tRe Policy(ies)must he endorsed. If SUBROGATION IS WAIV ,suhlec holder t to the terns and conditions Of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). NTACT PRDoucdR NAME; 1T9 cote 30u�r4 FZA,GOWEP INSURMCE/DRAY ROGERS 'NS PH (508)994-968$(AQ No FA a,f505)99s-55i61 6BI ORCX D ST, SUITE 301 Ep AIL ,— ----l®!�agsAlJigRxDIN xIxNDG.CcOoVaE►R AOS NAIC PO BOX40399 # NEW B'SLIFORD Z4A 02744 !NSURERA;P00r1esS 1DOuranaa INSURED INSURERe:Otie& National, p.,7, x3y►berg lxxc, DBB.: Nyberg a-aildYng CO INSURER c1rans ortation ITssusancci Co 0494C P.O. Box 200,9 IN$URERD. • INSURER E' Dennis NA 02638 INSURER F: COVERAGES CERTIFICATE NUMBER:13/14 REVISION NUMBER: THIS IS TO CERTIFY THAT fHa POLICiEs OF INSURANCE LISTED BELOW HAVE 855N 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR PODGY Nl1M9E LTR POLI EFF rPOLI EXP LIMITS TYPEOPINSURANCE 1,000,000 GENERAL LIAeILITY EACH OCCURRENCE T rM - D 100,000 $ COMMERCIAL GENERAL LIABILITY PRCMI ur $ CLAIMS MADE ❑X OCCUR 8843853 /15/2013 /25/2614 MEDW An Ono man S 5,000 PERSONAI,$ADVINJURY $ 1,004,OQO GENERAL AGGREGATE $ 2,000,000 PRODUCTS•COMPIOPAGO $ 2,000,000 GEML AGGREGATE UMtr APPLIES PER: $ POLICY P a LOO OOMB D SINGLE LIMIT AUTOMOBILE LIABILITY aeold9 $ 000 000 SOD&INJURY(Per peraoo) $ $ ANYAUTo ALL OWNED v SCHEDULED BAC4140946 /33/2od2 /23/2019 BODILY INJURY(Per accident $ AUTOS AUTOS_ - - - PROPERTY DAMAGE- HIRED AUTOS x AUTOS acclde t Unlnwwed 0orWBIa ktlimlt $ 100,000 EACH OCCURRENCE $ - UM13RELIALIAD OCCUR EXCES8 LIAM CLAIMS-MADE AGGREGATE $ DED RETENTION 7.WC STATU• OTH• LIMIC WORKERS COMPENSATION LIas1LITY '" - ANYPROPRIETONIPARTNER�ExECUTIVE YIN E.LEACHACCIDENT $ 1 000 000 --- OFFICERIMEMBEREXCLUDED7 Ll NIA C205$077014-�--- +------ /s/acia-� �e7� E,L,OIBEASE•EAFMPLOYtE 00 (Mandatory In NH) If a doaermeunder E,L,DISEASE-POLICY LIMIT $ 1,000,000 b3GIRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(A}t7eh ACORO 101,AddlBonal Ra Arko Sehedute,If faro SPaca le ragvirad) `.CERTIFICATS HOLDER - _ OANCELL'ATION _ - $NOULD ANY OF THE ABOVE DESCRIBED POLICIES 13E CANCELLED BEFORE - - - - - --- --- - TME-BxPIRATt4N`DATE THEREOF,- NOTICE-WILL-BE DELIVERED IN. - - - ACCORDANCE WITH THE POLICY PRom'SIONS. _ _•- ---- PO--BOX-3-$6 AUTHORIZEDRE15RESENTAT111E�------- W. XlAriil�.g, -- William Cleave/FTE ACQRD 25( Q10105) 0)1988.2010 ACORD CORPORATION, All rights resorVed. _. __-_ ..._- -••---..ram__...,,..1,. ..t Af nPrk 04/09/2013 13:54 78187.83905 -UIRTA INSURANCE PAGE 02/02 4D I� DAYS (MM10offYY) ACORD CERTIFICATE OF LIABILITY INSURANCE E 04/09/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY-AMEND, EXTEND OR ALTER THE-COVERAGE-AFFORDED BY THE POLICIES - BELOW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED , REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER- .•IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the'policy(ias)must be endorsed. ff$IJBROGATION IS WAIVED,subject to the:terms and conditions of the policy,certWn policies may require an endcrseMe!ot. A statement on this certificate doe$not oonfer rights to the certifcate holder in lien of such ondorsement(s). CONTACT PRODUCER FAra&!virtainauranoa Barbara Via to AFA�r.M...-+'•M•^.•�...-^�-•___ Robert P. V1rta Insurance J 31a14 Group �) 74-0i 2Q (AfC, No}:r781) 67B-3905 — - 167 Washington Street a�virtainsuranae.comswLt4 #41 la'AtiC Kitchen and Bath, Inc, Norwell- MA 02061-1797 rNSURE:R1$JAEF4RDINGCOVERAGE NAfCFF INSURED INSURER A Preferred Mutual Insurance AtlaAti.G Kitchen and Bath Ina. -_-- f INSURER 8 :Set In:31}ranee ._.... •_ 6B Riverside Drive INSURER a ;Guard insurance. (NBURER D INSURER R - Pembroke MA 02359- 1 INBURER it •..•_-. — _�,•""•_ _ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR U 50' - _ POLIGV EF __4xIF LTR TYPE OF INSURANCE IN5R WW1 POLICY NUMBER (MMiDONYYY) IMMlODIYYYY) UMI'ra GENERAL uAMUTY BOP 0100 70 39 81 4/01/2013 041011201d EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENEtiAI.L1.413 �AM4GEY0lWAT9O 1,00000iLITY ! / ! / PRfiMISFtiS S r A CLAIM$•MADE FXI OCCUR MED F.XP(Any one pet eih) $ 5,()00 PERSONAL&ADV INJURY $ GENERALAGGREGAT8— $ — 2,000,000_ GEN'L AGGREGATE LIMIT APPLIES PEP, ! ! ! ! PRODUCTS-COMPIOPAGO $ 1,000,000 X-1 POLICY PRO- LOC / ! ! ! S AUT0(AOMLE UA131UTY ! J / ! COMBINED SINGLE LIMIT $ 1,000,000 ! ! (Ee Seddent) ANY AUTO BODILY INJURY(P¢rparscp) $ $ ALL OWNED AUTOS 6216202 7/15l2C13 1/15/2014 _..-_ ....•. ,• -- •-••_-•••- --•-- --•••-- . BODILY INJURY(Per accident) $ X $GHEOULEDAUTOS �— — PROPERTY DAMAGE $ x HnEOAUTOS ! ! ! ! (Paramidar) x NON-OWNED AUTOS .. - - ~. — / $ UMBRELLA LIAR OCCUR $ACN OCCURRENCE $ EXCESS UAB / ! ! / CLAIMS-MADE AGGREGATE _ _ _• _ __ - -'-- — RETENTION-9 - --_ WORKERS coMpBNSATiON - / / / / WC STATU- OTH- qN1 EMPLOYERS' LIABILITY YIN _ x ZO.E3LL)MI.TS_--.�..ER.. —... ANY •PROPRIEMRIPARYNMEXECUIIVE TwC346303. _ 4l04/2di3 4/04/2014 E.LY EACH ACCIDENT—__;-s 100,D00 ." OFFICERIMEMSER _ 2%CLUDFD7„y1 N/A ...-..• . C (Mandstety ill NH) '} " /"� Elf DISEASE=EAEMPLOY S 100;000 ^" if yes,describe under DF$CRIPTION OF ORERAYIONS below - - ! - E.L DISEASE•PgLI W LIMIT $. _ Boo 000 DESCRIPTION OP updA&IONS I (•0tAT16N8 / VEHICLES (Attach ACORO 101. AddlDanO Ramada Schadulo, H mora spaca Is reAulmd) CERTIFICATE HOLDER CANCELLATION ATTN: Lorri -508-258-107 6 - - _SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVk= b -IN -ACCORDANCE WITH THE POLICY.PROVISIONS. _ Reef Builders _- `--- 'r`_�--- 24-School -a�'i.treat - „_" "_._ -_"`" . AUTHORIZED--,REPRESENTATIVE•.�.--.. ..•. .wr.w-,.-.,...>....«.-.....-�..-� _.... a..._y._...,. ACORD 25(2009109) 01988.7009 ACORN CORPORATION. All rights reserved. INS025(20ON9) Th*ACORQ game and logo Ar `registemd marks of ACORO-__ __ __ _. _ -- Fm:Theresa Cahalane-Norlto To:Rttn: Laurie Rlexander,Reef Ltd./Thom65 R. Bra (15082587076) 11:38 04/18/13 EST P9 2-2 Client#:83181 THOMASBRADI DATE(MMIDDIYYYY) AC®RD,. CERTIFICATE OF LIABILIW INSURANCE 411812D13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS _CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subjectto 'the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Patricia Sanzo,CPCU,CIC HUB International New England PHONE 508-945-0446 FA't 508-945-9136 AIC No Ext: WC No 265 Orleans Road E-MAIL ADDRESS: North Chatham,MA 02650 INSURER(S)AFFORDING COVERAGE NAICtI 508 945-0446 INSURER A Charter Oak Fire Ins Co INSURED INSURER B:Travelers indemnity Co of CT Thomas A.Brady INSURERC:Arbella Insurance Group P.O. Box 2803 ENSURER D: Orleans,MA 02653 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW-HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY'REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICYIXP LTR TYPE OFINSURANCE INSR WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYY LIMITS A GENERAL LIABILITY 16801841N753 0411912013 04/1912014 EACH �qOCCURRENCE $1000 000 X COMMERCIAL GENERAL LIABILITY PREMISETOEa ocicure n;s $300 OOO CLAIMS-MADE E9 OCCUR MED EXP(Anyone person) $5 000 PERSONALBADVINJURY $1,000,000 GENERALAGGREGATE s2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG s2,000,000 X POLICY jE O- LOC $ C AUTOMOBILE LIABILITY 1020011376 1/01/2013 01/01/201 Es sal denDtSiNGLE LIMIT $ ANY AUTO BODILY INJURY(Perperson) $100,000 ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $300,000 AUTOS AUTOS NON-OWNED PacetAMAGEX HIREDAUTOS AUTOS (Per accident) $250,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION UB3293NO82 04101120113 04/0112014 X I Wo Y L MU-s oTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTWE YIN E.LEACHACCIDENT $1 000 000 OFFICERIM€MBEREXCLUDED7 NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Workers Comp Information - Proprietors/ParinerslExecutive Officers/Members Excluded: - w Thomas A.Brady-Excluded,owner CERTIFICATE HOLDER' - CANCELLATION— _ Reef Ltd. - — Y .- a SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE . THE EXPIRATION DATE THEREOF,—NOTICE-WILL BE DELIVERED IN - - — 24 School Street ACCORDANCE WITH THE POLICY PROVISIONS.- West Dennis,MA 02670 AUTHORIZED REPRESENTATIVE -- ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) -1• of 1 The ACORD name and logo are registered marks of ACORD - #S9012381M886634 -TC002 - - - -- Client#:59428 CCALAR DATE(MMIDDNYYY) ACORM CERTIFICATE OF LIABILITY INSURANCE 9/1112012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),-AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy((es)must be endorsed.If SUBROGATION IS WAIVED,subject to .the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Lynda Gannon Rogers&Gray Insurance Agency Eo,NNE a No): 877 816-2156 (A/C 508 760460 434 Route 134 E-MAIL ADDRESS: South Dennis,MA 02660 INSURER(S)AFFORDING COVERAGE NAIC# 508 398-7980 INSURERA:Scottsdale Insurance Co. INSURED INSURER B:Associated Employers Insurance INSURER C: Cape Cod Alarm Co Inc. Arbella Protection Co 17000 204 Old Townhouse Road INSURER D West Yarmouth,MA 02673 INSURER E INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS. CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EXP LTR TYPE OF INSURANCE NSRL WVD POLICY NUMBER SUBR MM/DID/YEYYI' MM/D�D LIMITS A GENERAL LIABILITY CPS1655962 9/01/2012 09101/2013 EACH OCCURRENCE $1,000000 X COMMERCIAL GENERAL LIABILITY PREMISESOEaoNccurr0ence $50,000 CLAIMS-MADE 51 OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:2,500 PERSONAL&ADV INJURY $1,000,000 GENERACAGGREGATE $2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY I JECT El LOC $ C AUTOMOBILELIABIL11Y 1020005044 9/01/2012 09/01/201 Eae'.deDSINGLELIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccldent A X UMBRELLA LIAB OCCUR XLS0084321 9/01/2012 09/01/2013 EACH OCCURRENCE s2,000.000 EXCESS LIAB HCLAIMS-MADE AGGREGATE s2,000,000 DED I X RETENTION$O $ B WORKERS COMPENSATION WCC5006433012012 :^ 9/01/2012 09/01/201 X To y LimiTATU-s ER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEY/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N NIA • (Mandatory in NH) - - - - .- --••w- - - E.L.DISEASE-EA EMPLOYEE$1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 — DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Installation and monitoring of security systems Certificate holder is an additional insured with respect to general liability when required in a written contract or agreement ----- CERTIFICATE HOLDER =-—CANCELLATION ----^^^-- - -—— —-- -- r SHO LD ANY OF E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Reef Realt ,LTD- _ u H v E_ I o y __ ... - THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 186 ACCORDANCE WITH THE POLICY PROVISIONS. - _ West Dennis;MA-02670 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD _ #S87011/M86894 - TLH __ CERTIFICATE OF M1C- ILIT Y INSURANCE 9/24/20112) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. : -IMPORTANT: If the certificate holder is-an ADDITIONAL INSURED,the policy(ies)-must be endorsed. If SUBROGATION IS-WAIVED, subject to the-terms•apd 5onditions of the policy,certain policies may require an endorsement. A statement on this certificate does not-confer-rights.to the certificate holder in lieu of such endorsement(s). _... _.. . PRODUCER CONTACT NAME: Tammy y zzzzBr ant Bearce"Insurance Agency, IncPHON o , (508)586-340.0 Fgc`No:(508)58§7 700. 670 Pleaant. an ADDRESS: y Street E-MAIL s for t@bearce.com_ - - - , P. O•. BOX 1709 INSURERS AFFORDING COVERAGE NAIC.# Brockton MA 02301 INSURERA:Peerless Insurance 24198 INSURED INSURER B:CI TAT ION INSURANCE 40274 COASTAL HEATING & AIR CONDITIDBA COASTAL HVAC INSURERC:Acadia Insurance Com an 1039 ASH ST INSURERD: INSURER E: BROCKTON MA 023 O1 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1292400348 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ r A CLAIMS-MADE F_x1 OCCUR CBP4989909 12/5/2011 12/5/2012 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE . $ 2_,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X1 POLICY PRO LOG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident - $ ..500 000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED rx SCHEDULED ZT5262 7/17/2012 7/17/2013 BODILYINJURY(Peraccident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS AUTOS Per accident $ X UMBRELLALIAB EACH OCCURRENCE $� r r OCCUR 1 000"000 A EXCESS LIAB HCLAIMS-MADE AGGREGATE $- 1,000,000 DED RETENTION$ U8818685 12/5/2011 12/5/2012 $ C WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY I IT _ ANY PROPRIETOR/PARTNER/EXECUTIVE a NIA E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? C-20-20-003793-00 (Mandatory in NH) 9/14/2012 9/14/2013E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 5.00 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) y { CERTIFICATE HOLDER " CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Reef Realty LTD _ --- ACCORDANCE WITH THE POLICY PROVISIONS. - ',...- -'PO-.BOX. 186._.._:._._ W. Dennis, MA 02670 AUTHORREDREPRESENTATIVE-�` _. W Bearce, III/JOHN ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).D1 The ACORD name and logo are registered marks of ACORD P.1 DATE(MM@D/YYYY) may/ CERTIFICATE OF LIABILITY INSURANCE 04-29-2013 THIS CERTIFICATEfS ISSUED AS A MATTER OF INFORMATION-ONLY AND CONFERS NO RIGHTS UPON-THE CERTIFICATE-HOLDER.THIS - - CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE'COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATEOF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED. REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONALINSURED,the policy(ies)must be endorsed. If SUBROGATIONIS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certiffcateholder in lieu of such endarsement(si. PRODUCER ON AC NAME: HARTFORD FIRE INSURANCE CO PHONE. FAX tt fAIC No Extl: '(AiC,No): 250768 P: O - F. () - ADDRESS: PO BOX 33015 SAN ANTONI� TX 78265 INSURERIS)AFF03D1NG COVERAGE NA'C k INSURER A: Hart fo,d Fi re Ills CO INSURED INSURER B: INSURER C CRANBERRY LANDSCAPE DESIGN INC INSURER D: PO BOX •1531 INSURER SOUTH DENNIS MA 02660 INSURER F e COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR i TYPE OF INSURANCE O 0 LIMITS INSRIWVb POLICY NUMBER (MMIDDlYYYY{ (IAMlDD;YYYY) GENERALUABILTTY I EACH OCCURRENCE I$ COMMERCIAL GENERAL LIABILITY I PREMISES(Ea oecunerxel I S CLAIMS-MADE OCCUR MED EXP!Any one person) 10 Liu PERSONAL&ADV INJURY I S GENERAL AGGREGATE 5 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS.COMo/OP AGG $ POLICY U JECT L__ LOC ( $ AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT 5 (Ea accident) r I BODILY INJJRY(Per perscn) 5 { I ANY AUTO _ _I I PALL OWNED SCHEDULED U IJ - BODILY INJURY O'er accident! 5 _ AUTOS _J AUTOS PROPERTY DAMAGE HIRED AUTOS I NON-OWNED ;(Per accdenrel S J AUTOS UMBRELLA UAS OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE U U AGGREGATE 5 DEDI I RETENTION S 5 WORKERS COMPENSATION I X I TDRY LIMITS OTH E-1 AND EMPLOYERS'LIABILITY - ' — AtVY PROPRIETORIPARTNERIEXECUTIt1E Y/N/N "T — T "" E.L:EACH ACC:DENT $-10 0"O O 0--- ^�---^-- A. OFFICERW MBEREXCLUDEDl U NIA U 76 WEG V07388 C `2 5/13/2013 05�13414 100, 000 iMandetory in NH{ ( - E.L.DISEASE-EA EMPLOYE $ Ii yyes,des 8be under ! _ - DESCRIP7i0N OF OPERATIONS below E.L'DISEASE-POLICY LIMITS 5 0 0, OO 0 DESCAIeTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Addtional Remarks Schscbla,if more space is required) Those usual to the Insured°s Operations. THE TWO OFFICERS, KEVIN R .CASEY & WILLIAM F CASEY, ARE INCLUDED IN COVERAGE - k _CERTIFICATE HOLDER - - CANCELLATION _ e SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE.THEREOF,.NOTICE WILL BE REEF BUILDERS IN ACCORDANCE WITH THE POLICY PROVISidNS. _ -- - -•- -� - -- AUTHORIZE R RESENTATIVE �24 SCFIOOL ST .. . .._._...._ -WEST=DENN•IS;ZMA=02670-- `--- � 14L, O 1988-2010 ACORD CORPORATION:All rights`Peserved. ACORD 25 (2010M51 The ACORD name and logo are registered marks of ACORD - - 01/02/2013 16:39 1 PAGE 01 =(MM/ODNTM 112 CERTIFICATE OF LIABILITY INSURANCE 112J201 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER$ NO RIGHTS UPON THE CERTIFICATE HOLOFR.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY.AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(8), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER- IMPORTANT: If the Certlflcate holder Is an ADPITIONAL INSURED,the pollcy(les)mulct ba endorsed. if SUBROGATION I$WAIVED,subjixt to the terms and Conditions of the policy,certain polloles may require an err(forsement, A.statemant on this certificate does not Confer rights to the comficato holder In Itou of such endorsaman s), PRODUCER 8b0 553-78Qa _— —r^X _._._.. PHONE A,cp I�r �.NoI�977'81B-21,5 4VRoute 134 South Dennis MA 02660 —........_..._.._... I INSURER B AFFORDING COVERA4E • ,,-„ NATO� _ INSURERA!Peer{ FLIU U�an��L _.... ._.. __ _•... (933 ... INSURED $FWINSL INBURERa:F_xCBI310r InSl1JCtQ(QJpp3DK__._ _._. _ -••••_••-• E F Winslow Plumbing&Heating,Inc. INSURER O (xQi (tLlSl�.__.._.. _.._ +•—.. 8 Reardon Circle INSURER D South Yarmouth MA 02664 -_..__�._... ..-_—.____._..-._. -• -... . INSURER E: -�_.. .�__.. ,....____._..__._..,_..•... . ...:_.__.. ._ f INSURER F= COVERAGES �'CE iriCATE NUMBER:14696911$5 REVISION NUMBER, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN[$SUED TO THE INSURED NAM(=D ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CF.R1111CATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFrSUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCEtr BY PAID CLAIMS. !I INS SUISRROLICYEFF � Y LIMITS LTR TYPE OF INSURANCE POUCY NUMBER nmvv A GENERAL LIABILITY Y SPOO19974 b2J112012 121112013 EACHOccowkBNCE 1100000D ,•,,,_-„ VAA�•6'I:� ' i' X t COMMERCIAI-QEN£RA.LUABILITY I r PR6MISES(EB ytYgIlrB1.,y§100000 _ CLAIMS-MAD E (X OCCUR I MEDE1(P(AnYcneeoN..._.,.35000 __.._..... .. X- 1000 PER30NAG d Abv INJURY_ $1 Oo000D _ - GENERAL AOORI=4AT'E $200D000 I I t3EN'LAWREbnr'G LIMIT APPLIES PER PRODUCTS•COMPIOP_. Aggq $2000D00- _ ! 'POLICY LOC _..-__ � i B AUTOMOBILEUA@IL1TY BA5216494 211/2012 2/1/2413 ,ccllt !) �$1000000•,.,,-,_ -.. - _. l ANY ALrrb ; ' BODILY INJURY(Per Pe sOn) I....... •....... ALL OWNED _SCHEDULED BODILY INJURY(Per accldenO $ ! I AUTOS x.. AUTOS plipPFY9GA#�ACE $ 1 IX NONOWNED HIREDAUTOS. X AUTOS I - I _ _. _s _ Lcracddentj.-...c- -_ _ ...... A UMERFL4ALM X OCCUR _ CU9918675 12/112012 2/11261J c._J EACH OCCURRENCE I$2,000,000 —. ...._ HEXCESSLIA@_ 1 CLAIM$-MADE _AUGRFOAj brl)-1 X RETENTION 10 000 16 i C :WORKER9COMPENUATION [C1710A 11/1/2013 /1/2014 X TDRYLUxtL�!,,,,_J._Eft�... ' AND EMP44TER3'41A61LM ANY PROPPjET0PJPARTNEWEXEOUT1V9 YIN I E.LEACHACCIDENT f900006 OFFICER/MEMBER EXCLUDED? N NIA (►AM 60017In NH) EL DI&EASE•CA EMPLOYF�3G4Q000,•;,_ _-..... If ea.des�Iba Under i DESCRIPTION OF OPERATIONS bolow E.L.DISEASE-POLICY LIMIT 004444 - DESORIPYION OP OPPRATIONS I LOCATIONS-1 V8111CL98(Atbrth ACORD 101,Additional Ror Mrke SohedUle,N more WCO Is roquired) Plumbing&Heating Contractor i Certificate holder is an additional Insured with respect to general liability when required fn a written Iicontract or agreement Central Vacuum is a division of E F Winslow Plumbing&Heating Inc CERTIFICATE HOLDER - -. ---- -CANCEL.1_ATION ' SHOULD ANY 01;THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN , REEF REALTY LIMITED ACCORDANCE WITH THE POLICY PROVISIONS. 24$CHOOL$TREET WEST DENNIS MA 02670 AUtH0k1MbAE0I%F$4NTAITVE 0 1988 2010 ACORD CORFORATION. All rights reserved. AGORD 25(2010105) - The ACORD name and logo are registered(narks of ACORD II - - - .I Client#:38796 2GIBSONWA VA I E(MMlDUIYYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 03/2112013 _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY-AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY-THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such andorsament(s)- NIAI,I PRODUCER NAME: Dowling&O'Neil n1CDN,ExI,508 775-1620 ac Nu:5087781218 Insurance Agency AADDARESS: 973 lyannough Rd., PO BOX 1990 INSURERIS)AFFORDING COVERAGE NAICR Hyannis,MA 02601 INSUKERA:National Grange Mutual Insuranc INSURED INSURER B: Bill Gibson DBA Gibson Waterproofing INSUHI=Rc: 21 Six Penny Lane INSURERD: Harwich Port,MA 02646 INSUKEH1_ INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH-THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSLTR IYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMIIIS INSR WVU POLICYNUMHER MMlDDIYYYY MMIDDIYY A GENERAL LIABILITY MPS7662R 12/1212012 12112/201 EACH OCCURRENCE $1 000 000 I)AMAGI.10 HFN I FI) �( OOMMFKCIAI CiF NFKAI IIAHIIIIV PREMISES Ea uc�vn ellw $500 000 CLAIMS-MADE F OCCUR MED EXP(A iy une Vensun) $1 D 000 x Po Dad-250 PFKRONAI KADVINAIRY $1,000,040 GENERAL AGGREGATE s2,000,000 fiFN'I ACi(iHFliA1FIIMIlAPP11FRiPFH: PK0UI1CIfi-COMPA)PAGE1 $2,000,000 POLICY PRC)• LOC $ COMHINFI)RINGI F I IMII AU I OMOLSILE LIAMILII Y (Es nu:lduhl) $ BODILY INJURY(Pel unleun) $ ANY AUTO ALLOWNED SCHEDULED HOpll Y INAMY(F rrnrrjtlnnt) $ At IOC, AtIION PKOPF HIV I)AMAGI- $ NON•OWNFN Pni ducidenl -,.,,,...... HIKFD A010S, AUTOS, UMBRELLAUA13 OCCtIK FACH(7)Cf;UHRFNC;F $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ $ UFU RF IFNIION T ORK6KS COMP6NSA I ION Wf;Ril AI11•� 01H- W A AND EMPLOYERS'LIABILITY WCB7662R 12M312012 12113/207 X n Y PROPRIETORIPARTNERIEXECUTNE YIN F.I.EACH AtaaUFNI $rJ00 004 TFIf;FR/MFMHFH FXCI IIDF1 N NIA E.L.DISEASE-EA EMPLOYEE $500 000 (Mandatory In NH) Ir yee.dnw)Idln uhdnl --- —.. _. f-- F.I.In;FAR*-.pol ICY I IMI I- $500,000„�._,-,,.,,. - DESCRIPTION OF OPERATIONS buluw DESCHIP[ION OF OPERA I IONS/LOCA BONS I VEHICLES(Attach ACOHD ini,AddItlonal Ramada;Schadula,If morn spaca I%raqulrao) Certificate holder is named additional insured for general liability. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of _ Y - - 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 Reef Realty,Ltd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 24 School Street— — - ACCORDANCE WITH THE POLICY PROVISIONS. _- _ _P.O.Box 186 _ - - _ West Denn15,MA 02670 _ N `� AUTHOR¢EJD�{IRfEPRESENTATNEn — -'��,�i✓x..,Nl� t-Co-RISl�q.w�m w`:FkMh, @1988.2010 ACORD CORPORATION:All rights reserved. - ACORD 25(2010105) 1 *of 2 The ACORD name and logo are registered marks of ACORD - #S1090061M109005 LS1 BRADJON-01 VMARSZALEK DATE(MM/DDNYYY) � CERTIFICATE OF LIABLITY NSURANCE 7/13I2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT-AFFIRMATIVELY-OR NEGATIVELY AMEND,-EXTEND OR.ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(§),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the'farms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not Confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: TD Insurance;Inc. - " aHcoNr o Et:(800)723-2877 ac rio:(877)775-0110 PO BOX 406 E-MAIL Portland,ME 04112 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Selective Ins-Co of SE 39926 INSURED INSURERB:Technology Insurance Company 42376 Brad Jones INSURER C: 92 Henrys Road INSURERD: Brewster,MA 02631 INSURER E: INSURER F.- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY-CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE LTR I SR WVD POLICY NUMBER MM/DD/YYYY MM/DD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY X S1898068 7/7/2012 7/7/2013 DAMAGPREMISES TOEa R TED occurrence $ �100 000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 10,000 X Prod/Comp Ops Incl PERSONAL&•ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 3,000,000 1 $ POLICY JECO LOC AUTOMOBILE LIABILITY Ea accCOMBIident)ED SINGLE LIMIT— AUTOMOBILE ANY AUTO BODILY INJURY(Per person) $ , ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS '. NON-OWNED- _ - - PROPERTY DAMAGE $ ' Per accident HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X.I WCSTATU- OTH- DRY LIMIILL ER " AND EMPLOYERS'LIABILITY _ B� ANY PROPRIETOR/PARTNERIEXECUTIVEYfN �TWC3321130.,, 7/10/2012 7/10/2013 E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? � NIA —"' " � _ _-"""''�"-100;000�"'� (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1 yes,desdribe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Concrete floors-no wallsConcrete Construction Concrete Construction Brad Jones is is covered by the workers'compensation policy. - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE -�- - - T - -'THE EXPIRATION DATE -THEREOF,. NOTICE WILL -BE DELIVERED IN- _ Reef Realty Ltd. ACCORDANCE WITH THE POLICY PROVISIONS. POBoz186 - ---��� - -- -- West Dennis,MA 02670 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) - The ACORD name and logo are registered marks of ACORD L&MGLAS-01 SPURDY CERTIFICATE OF LIABILITY INSURANCE DATE(M1201YYY) 4/252013 THIS CERTIFICATE IS ISSUED AS A MATTER OF-INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED 'REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy()es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s): CONTACT Donna White PRODUCER NAME: Rogers&Gray Ins.-Dennis Branch PHONE (508)398-7980 A/c Nc:(877)816-2166 g Y A/C No Ext: 434 Rte 134• E-MAIL dwhite ro com South'Dennis,MA 02660 ADDRESS: 9ers ra.g Y• INSURERS)AFFORDING COVERAGE NAIL# INSURERA.PEERLESS INSURANCE COMPANY INSURED INSURER B: L&M Glass Company Inc INsuRERc: 246 Old Yarmouth Road INSURERD: Hyannis,MA02601 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ` ILSR ADD SUBR - POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE I SR WVD POLICYNUMBER MMIDD MMIDD GENERAL.UABILITY EACH OCCURRENCE $ 1,000,000 CCP9721358 5/1/2013 5/112014 A D $ 50,000 A X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGq $ 2,000,000 X POLICY JEta LOC COMBINED SINGLE LIMIT 1,000,000 AUTOMOBILE LIABILITY Ea accident $ - A ANYAUTO BA9721858 6/1/2013 6/1/2014 BODILYINJURY(Perperson) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS - PROPERTY DAMAGE NON-OWNED — - - PERACCIDE $ - - HIRED AUTOS AUTOS X UMBRELLA X •OCCUR EACH OCCURRENCE $ 3,000,000 A EXCESS LIAB CLAIMS-MADE CU9725258 611/201.3 5/1/2014 AGGREGATE $ 3,000,000 DED I X I RETENTIONS 10,000 _ $ WORKERS COMPENSATION X TORYLIAMITS OER - AND EMPLOYERS'LIABILITY YIN WC8661279 611/2013 611/2014 E.L.EACH ACCIDENT .' $ 600,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? ® NIA E.LDISEASE-EAEMPLOYE $ 500,000 (MandatoryIn NH) 500,000 If yes,desc ibe under "^ `-' --- -- - - DESCRIPTION OF OPERATIONS below t E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) _ Additional insured status is provided under the general liability when required by a written contract with the certificate holder CERTIFICATE HOLDER CANCELLATION p. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION, DATE THEREOF, NOTICE WILL BE DELIVERED IN Reef Realty,Ltd. - r-- ACCORDANCE WITH THE POLICY PROVISIONS. - - P.O.Box 186 -"West Dennis,MA 02670-0000 ._ __._ AUTHORIZED REPRESENTATIVE - - - ©198888-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD A� ® CERTIFICA CERTIFICATE ®F LIABI�I.Y Y WSURANCE DATE(MM/DD/YYYY) 6/7/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES_NOT AFFIRMATIVELY OR NEGATIVELY AMEND,_EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONT ME:ACT NA Lori Leck A.E. Barnes & Co. Insurance Agency, Inc. PHONE , (781)335-1589 FAX No:(781)340-0628 141 Pleasant Street aDORESS:lleck@aebarnes.com P.O. BOX 85 INSURER(S)AFFORDING COVERAGE NAIC# South Weymouth MA 02190 INSURERA:The Hartford 00914 INSURED INSURER B: Paramount Rug Co. Inc INSURER C: INSURER D: 71 Manley Street INSURERE: Brockton MA 02301 INSURER F: COVERAGES CERTIFICATE NUMBER:12-13 Liability & WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT-WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY LIMITS EXP LTR INSR WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGETN:C]OMCMLERCISAL GENERAL LIABILITY PREMSESOEa occu Dnce $ 300,000 A AIM -MADE ❑% OCCUR 08SBAUP2901 11/21/2012 1/21/2013 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-0WNED PROPERTY DAMAGE $HIRED AUTOS AUTOS Per accident X UM13RELLALIAB N OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESSLIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,OOC 08SBAUP2901 11/21/2012 11/21/2013 $ py WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY TO Y E YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? NIA 0WECfa:•29838 6/1/2013 6/1/2014 (Mandatory in NH) 8 E.LDISEASE-EAEMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Certificate Holder is additional insured as respects general liability coverage, but only if required by written contract with the named insured as provided by policy terms and conditions. _ CERTIFICATE HOLDER CANCEL LATION'--"� _ ,_ _s -,------'--'-----4 -- - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE _. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REEF Realty, Ltd Dba: REEF, Cape Code sHome Builder AUTHORIZED REPRESENTATIVE 24.-School ,Street PO Box 186 -- --"W_Dennis-MA-02670 - Preston Hoffman/LL - - ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved, INS025 oninn.m m Tha AC(1Rn name nnri Innn arc ranicfarcrl rn=kc of ACr1Rn_ Client#:36625 2RCAEL DATE(MMIDDrf" ACORD.r. CERTIFICATE OF LIABUTY WSURANCE 12/21/2012 THIS CERTIFICATE IS ISSUEDAS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,E)CrEND ORALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:-If the.ce"ficate h`oider is-an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such end.orsement(s). CONTACT- PRODUCER NAME: Dowling 8,O'Neil PH C�NE IFAX 5087781218 _(Al N,,E.1):508775-1620 IAIC.Nol: Insurance Agency E-MAIL -ADDRESS: 973 Iyannough Rd., PO Box INSURER(S)AFFORDING COVERAGE NAIC Hyannis,MA 02601 __INSURERA:National Grange Mutual Insuranc INSURED INSURER B:Zurich U.S. RCA Electrical Contractors,Inc. _INSURERC: 381 Old Falmouth Road,#13 INSURER 0: Marstons Mills, MA 02648 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO GERTiFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED'710 THE INSUREb NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDLSUBR POLICYEFF I(MPMO/LIC INSR TYPE OF INSURANCE POLICY NUMBER (MMIDDfYYYY) DDM LIMITS LTR INSR VVVD A GENERAL LIABILITY MPT0467D 1104/2013 0110412014 EACH OCCURRENCE $1,000,000 DAMAGETORE ED X COMMERCIAL GENERAL LIABILITY PREMISES(E,�Lgenc,) s500,OOO CLAIMS-MADE Fx OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG s2,000,000 PRO- F-]LOC $ 17POLICY JECT COMBINED SINGLE LIMIT A AUTOMOBILE LIABILITY MIT0467D 01/04/2013 01/04/2014 (Ea accident) $1,000,000 — ANY AUTO BODILY INJURY(Per person) $ — ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ — AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED ccident) X HIRED AUTOS AUTOS (Per a UMBRELLA LIAB EACH OCCURRENCE $ OCCUR EXCESS LIAB CLAIMS-MADE AGGREGATE $ _ __j $ fDE'D RETENTION$ - ITORY LIMITS I 11OETH' B WORKERS COMPENSATI011 WC0505001001 01/04/2013 0110412014 X WcSTATU_ R AND EMPLOYERS'LIABILRY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? r N] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE s500,OOO Ityes,describe under ..L.DISEASE-POLICY LIMIT 1$509,000 DESCRiPT ION OF OPEIIATION3 below DIESCRIPTIONOF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) 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. '71 -7— 7 2 tj "m CERTIFICATE HOLDER CANCELLATION- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Reef,Cape Cod's Home Builder THE EXPIRATION DATE THEREOF, NOTICE WILL BE-DELIVERED-IN PO Box 186 ACCORDANCE WITH THE POLICY PROVISIONS. West D`e_nni_s__,'MA-024670- AUTHORIZED REPRESENTATIVE_- 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of I The ACORD name and logo are registered marks of ACORD #S104668/M104647 LSI 6/5/2013 9:10:10 AM PST (GMT-8) FROM: 100005-TO: 15082587076 Page: 2 of 2 • .�ACC)RDi CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 6/512013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY'OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY-THE POLICIES - BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER KERRY INSURANCE AGENCY INC CONTACT.NAME: EASTHAM COMMON RTE 6 PHONE C No E t: F a/c ND: NORTH EASTHAM, MA 02651 EMAIL ADDRESS: ' INSURERS AFFORDING COVERAGE - NAIC INSURERA INSURED INSURERS: CRESWELL CONSTRUCTION CO INC 195 PINE STREET iNSURERC: CENTERVILLE MA 02632 INSURER 0: INSURERE: INSURERF: COVERAGES CERTIFICATE NUMBER: 16572927 ' REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICYEFF POLICYEXP LTR TYPE OF INSURANCE INSR WV0 POLICY NUMBER MMIDDIYYY MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES Ea olceu�nca $ CLAIMS-MADE ❑OCCUR MED EXP(Any one person) $ PERSOMALBADVINJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY (CO. D SINGLE LIMIT E acclr�e"t) $ ANY AUTO BODILY INJURY(Par person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS HNON-OWNED pUTOS . PO Pe auadent)AMAGE $ $ -- UMBRELLALIAB H OCCUR - EACH OCCURRENCE $_ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WC2-31 S-342421-023 4/19/2013 4/19/2014 wC STATu- �7H ` AND EMPLOYERS'LIABILITY'^-`-+- -y/N ^^ - q _^ - .-_ ✓ TORYLIMITS ER ANY OFFICER/MEMBEREXCUDPROPRIETORIPARTNERIEXED7ECUTNE NIA " E.L EACH ACCIDENT $ SOOOOO (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500000 If yes,describe under DESCRIPTION OF OPERATIONS below - - .• E.L.DISEASE-POLICY LIMIT $_ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. a CERTIFICATE HOLDER CANCELLATION- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE REEF REALTY LTD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED_ IN PO BOX 186 ACCORDANCE WITH THE POLICY PROVISIONS. 24 SCHOOL ST - •---- - WEST DENNIS MA 02670 AUTHORIZED REPRESENTATIVE , -'Jeff Eldrid2e ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD aT NO.: 1657 927 CLIENT C DE: 1364037 Didi angas 6/5/2013.9t00.42 Am Pa a of 1 Ph1a certificate cance�s and supersedes ALL previously issl�edl certificates. 11/9/2012 7:11:10 AM PST (GMT-8) FROM: 100005-TO: 15082587068 Page: 2 of 2 /-i1tL.40h d.!'» CERTIFICATE O F ��lr•'116:�t���T Il �1 V S V II�1A1 Yl Ccl E 11/9/2012 DATE(MM/DDIYYYYI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE-OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING-INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy( ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER NORTHWOOD ESHBAUGH INS AGCY INC CONTACT NAME: 540 MAIN STREET STE 9 PHONE C o Ext 508 540-1223 FAXruc NO I: HYANNIS, MA 02601 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE - NAIC0 INSURERA: LibertY Mutual Insurance INSURED INSURERS: TIMOTHY MARKS PO BOX 2120 INsuREftc: TEATICKET MA 02536 INSURERD: INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER: 14673837 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY 1: POLICY EXP LIMITS LTR INSIt 4WD POLICYNUMBER MMIDDIYYYY MM/DDIYYYY GENERALLIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMITAPPLIESPER: PRODUCTS-COMPIOPAGG $ POLICY PRO.JFCTLOC E $ AUTOMOBILE LIABILITY (CEOaocNd Dt)INGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED PSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOSPERTY DAMAGENON-OWNED (Pe acciden) $ HIRED AUTOSAUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAS CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WTATU- DE _ V WC5-31S-387894-012 10/1512012 10/15l2013 ,/ TOCSRYLIMITS ER AND EMPLOYERS'LIABIUTY YIN ANYPROPRIEfORlPARTNERIEXECUTNE NIA ^� �Tr E.L EACH ACCIDENT� $ SOOOOO OFFICERIMEMBEREXCLUDED7py] (Mandatory in NH) E.LDISEASE-EAEMPLOYEE $ SOOOOO If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS below - — - DESCRIPTION OF OPERATIONS LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR TIMOTHY MARKS. - p CERTIFICATE HOLDER CANCELLATION" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE" - BEET CAPE COD HOME BUILDERS THE EXPIRATION DATE ,THEREOF, NOTICE, WILL BE DELIVERED 'IN _ PO BOX 186 ACCORDANCE WITH THE POLICY PROVISIONS. - 24 SCHOOL STREET - - -` WEST DENNIS MA 02670 AUTHORIZED REPRESENTATIVE Jeff Eldridge _ - ©1988-2010 ACORD CORPORATION. All rights reserved: ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD CERT NO.: 14673831 CLIENT CODE: 1634547 Katherine Nicholos 11/9/2012 7:09:10 AM Page 1 of 1 _ This certificate cancels and supersedes ALL previously issued certificates. DQte.1�s^11zv-1L IU:J'{' IHIr'G c.z'l5i frC)tTT:J6llnifer'PariaTiiC-Fdiii-7.~""' ra0c'2'Ui�•.. ��^. .. • r MARKSTI OP ID:JK 0131D CERTIFICATE OF LIABI� TY INSURANCE DAT 1JYYYY, 0131/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY'AMEND, EXTEND OR--ALTER-THE COVERAGE AFFORDED BY THE-POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holdef in lieu of such endorsement(s). CONTACT PRODUCER Phone:508-771-1632 NAME: I Northwood Ins.Agency, [tic. PHONE FAX 540 Main Street,Suite 9 Fax:508-393-2955 Ic Ne Exf AIC No): Hyannis,MA 02601 AA RLSS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:The Norfolk&Dedham Group INSURED Timothy Marks INSURER B:Liberty Mutual Insurance Co. P.O. Box 2120 INSURER C: Teaticket,MA 02536 INSURER D INSURER E: COVERAGES - CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BYPAID CLAIMS. INS TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP vmnjPOLICY NUMBER MMIDDIY MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A COMMERCIAL GENERAL LIABILITY R1224696A 10/15/12 1011543 DAMAG 0 R TED 10O 00 PREMISES Ea occurrence ,$ CLAIMS MADE I I OCCUR MED DCP(Any one person) $ S,OO X Business Owners PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,00 POLICY PRa LOC $ COMBIAUTOMOBILE LIABILITY EaacccideDISINGLELIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS $ HIRED AUTOS NON-OWNED _ PerraccdenDAMAGE AUTOS - r - $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ WORKERSCOMPENSAMON WCSTTORY %-MITS o R AND EMPLOYERS'LIABILITY CERTTO FOLLOW WIN 5 DAYS 500,00( B ANY PROPRIErORIPARTNER/EXECUTIVE Y� 10I15l12 10l15/13 E.L.EACH ACCIDENT $ , OFFICEJMEMBEREXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,00 Ityes,describe under—_ _� DESCRIPTION OF OPERATIONS below E.0 DISEASE'=POLICY LIMIT $' —500,00 - DESCRIPTION OF OPERATIONS LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION REEFHOM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE - REEF Cape Cod Home Builders THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVEREDIN _ P ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 186 .. West Dennis,MA:02670 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 07/30/2013 15:08 .15085647272 RIDER RISK PAGE 01/01 OF ID:IR r•�' 1ATE(MM/0D/YY1'Y) CERTIFICATE OF LIA131LITY INSURANCE E OSI0312013 THIS TIFiCATE I$ ISSUED AS A MATTED OF INFORMATION ONLY AND CONFERS NO FIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY 7H>: POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THr=CERTIFICATE HOLDER. to a endorsed. If SU IMPORTANT, If the-mitificate holder Is an ADDITIONAL. INSURED,the endorsement Y(Ies)nust A statement on this certifi O Q do®s not TION IS WGorofetOCig31t51to subject the the terms and wndh ons of the policy,certaln policies May require certlflcate holder in I au of such endorsements. CONTACT PRODUCER Phone;608-564-7200.��r E Pax Rider Risk SpeclalistS Fax:608-564-7272 PHONE� - Insurance Agency,Inc. E-MAIL PO SOX II I S paDREss: — Cataumet,MA0Z534 `tsit0�3UGER IQ73EY-1 �- JAMES W.RIDER CUSTOMER _ INSURER(S)AFFORDING COVEItAOE,„-,_ NAIC Ol INSURED TCISE PLASTERING WSURERA:MESA INSURANCE PO BOX 223 INSURERS:TRAVELERS INDRIVINITY _ SAGAMORE,MA 02661 INauRtRo:PROGRESSIVE INSURANCE COMPANY INSURERD: - INSURBRE: _. ' SU ERP: COVERAGE$ CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THG POLICIES OF INSURANCE LISTCD BELOW HAVE.BEEN ISSUED To THE INSURED NAMED ABOVE FOR THE:POLICY PteRIOp INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM'OR COND171ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESnCI•TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRI$FFO HEREIN IS SUBJECT TO ALL THE TERMS, E_xCLUSIONS AND CONDITIONS OF suGm POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. "' - AOLi�CY EFF PDLI Y EXP INS" T'Y15EOFINSURANCE POLICY NUMBER MMIDDlYYYY MMlOO LIMna LTR 1 006 b0 GENERAL LIABIL1IY EACH OCCURRENCE A X COMMERCIAL GENERAL LIABILITY CLAIMSMAD orcuR X MP0006001014939 06/1112013 06111/2014 pREMISI s Lccv;r.@,n�a)_._ 3 100,00 MED EXP one person) I �,Oo- E ❑X PERSONALSADV INJURY 9 'I,aOO,OUa —' GENERALAGGREGATP, 8 2,000,000 GEN'LAGGREGATEI,IN TAPPI,IF$PfR PR DUCTS-CbMGlOPAGG 9 2,iJUa,aaO I X POLICY PRt,I. LOG AUTOMOBILE LIABILITY (OMBe doni)INGLE LIMIT 8 ANYAUrO BODILY INJURY(Per person) t• -- - ALLOWNEDAUT09 EtoDII.YINJURY(Per accldaM) 9•� P X SGI-IEDULCD AUTOS a180B646 081241Z012 08124/2013 PRaIPERYY DAMAGE (Peraccldent) 8• _ _ X HIREDAIPf08 - X NON-OWNED AUTOS N UMBR6LLALIAB =CLAIMS-mAOP EACH OCCURRENCE S EXGOSS LIAR AGGREGATE__ 9 __ DEDUCTIBLE 5• RETENTION S WCSTATU- OTN- WORKERSDOMPENSATION X O,kyLIMITS..,-- EIi -,ti-•• AND EMPLDYEMS'LIAUILITY 03/13/2013 03113/2014 E.L.EACH ACCIDE qNT• ,a00,000 W I3 ANY PRoPRIETOrjPARTNFWExEGUTIVF YIN NIA U135R86Q56 - - _ OPPICER/MEMBER EXCLUDED? E.L DISEASE-EA EMPLOYEE 5• _ 1,000,000 (Mandatory In NH) - --` - - If n^dn.GrO lbtrvAdot E,L,DISPASE-POLICY LIMIT S• ^1,000,a0o URRI T 0 0PFRA 10 S b Iow - DESORIPTION OF 4f kRAIiO 81 WCA110N91 VRHICL EB IAManN ACORP 701,A4dltl4nnl Romarks Bchoquto,If mvro apnea is roqulrodY R4A�K.ToBgY, T3 CovSRED SY TM MR$ERS' CQt2);NSATXON POLICY- hATIF:ECATE•HOLD iR-IS:ADDVD AS:ADDITSONAt INSURED WITH RESPECT TO THE - OPERATIONS O1.q-T , IR BEWMFE BY.THE,NAMED-INSURED: _- `C-EkTIPICATE HOLDER - CANCELLATION - SHOULD ANY OF THE ABOVE 00CRISEiD POUCIE;S BE CAHCELLE,P KFORE" -- - - - THE EXPIRATION DATE THEREOF, NOTICE WILL BE! DELIVERED IN ACCORDANCE;WITH THE;POLICY PROVISIONS- -- - - - REEF.OAPE CODS HOME BUILDER AUTHC NTATIVE r ~ PO'B0 X=186 . _-. - -- -- - ----- •JAM W,RIDE - - -- -- - - WEST DENNIS,MA 02670 1988-20 ACOI D PbR TION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks ACORD Rightfax N1-2 6/21/2013 5:28: 15 AM PAGE 2/002 Fax Server � CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDDmYY) TWASE-RTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS'CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERN-1 AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME. EASTERN INS GROUP LLC PHONE FAX 233 WEST CENTRAL STREET (Arc,No,Ext): (A/C,No): E-MAIL NATICK,MA 01760 ADDRESS: 75DGB INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COMPANY COOKSON,DALE S � g INSURER B: INSURER C: INSURER D: 55 BAY FARM DRIVE INSURER E: PLYMOUTH,MA 02360 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE,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. LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RISR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMIDDIYYYY) (MMMDIYYYY) LIMITS GENERAL LIABILITY =ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR. DREMISES(Ea occurrence) VIED EXP(Any one person) $ ERSONAL&ADV INJURY $ GENL AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY PROJECT LOC RODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE _ $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) - P UMBRELLA LIAB OCCUR EACH OCCURRENCE- $ ' EXCESS LIAB Li CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $-- RETENTION $ $ A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-0148N278-13 02/17/2013 02/1712014 ' LIMITS ANY PROPER ITORIPARTNERIEXECLITNE NIA E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ 500,000 byes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000' - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLESIRESTRICTIONSISPE_CIAL ITEMS ' THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE:' _ THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR COOKSON,DALES. = s CERTIFICATE HOLDER CANCELLATION —REEF,REALTY,LED DBA REEF CAPE COD HOME BUILDERS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED — `�- BEFORE THE EXPIRATION DATE-THEREOF;NOTICE WILL BE DELIVERED ---- PO BOX'186 IN ACCORDANCE WITH THE POLICY PROVISION .-; AUTHORIZED REPRESENTATIVE WEST DENNIS_,MA 02670 ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPO ' TMN?' 'rfp s reserved. TARGET INSPECTIONS Testing Conditions. September 29, 2014 Wind SSW 7 mph Weather- Mostly,Cloudy Outdoor Temperature-'690 F Outdoor Relative Humidity,- 81% Barometric Pressure— 30.00" Target Inspections,LLC Summary of Testing Results Copyright 2010/2011 Disclaimer:Although we seek to provide the most accurate information possible we cannot guarantee any findings may or may not be changed due to environmental conditions or contractor decisions,'actions that are beyond our control.Target Inspections is not responsible for improvements as a result of our inspection. Page 2 of 5 TARGET,INS.PECTIONS Total Duct Leakage Test Date: 9/25/2014 Technician: Steven Grevelis Test File: 413 Reef 45 Meadow Farm Rd Centerville Duct Building Address: 45 Meadow Farm Road Centerville,MA Equipment Used Retrotec DU-220 Duct Blaster w/DM2-MKI1 Manometer Serial Numbers: FT9010674/200886 DM2-MKII Calibration Date: 11-07-2013 DM2-MKII Next Calibration Date: 11-07-2015 Field Calibration of DU-220 Performed:09-10-2014 Tubing Integrity Testing Performed and Passed On-Site The building has.2 systems outside of conditioned space that were tested. Test Results In accordance with IECC 2009 the maximum allowable total duct leakage is 6 cfm per 100 sq ft. at+/-25pa with ducts and air handling unit installed. System#1-Servicing the First Floor=total of 2598 sq ft - Maximum allowable Leakage of 6 cfm per 100 sq ft= 156 cfm (6 cfm x 2598/100 sq ft= 156) - - Tested total duct leakage was 74 cfm @ 25 pa =2.9 cfm per 100 scl ft System #2—Servicing the Second Floor=total of 1877 sq ft - Maximum allowable leakage of 6 cfm per 100 sq ft=.113 cfm (6 cfm x 1877/100 sq ft= 113) - Tested total duct leakage was 29 cfm @ 25 pa = 1.5 cfm per 100 scl ft Average Tested total duct leakage across the 2 systems was 51.5 cfm 2.2 cfm per 100 sq ft cfm=cubic feet per minute pa= pascals sq ft=square feet Target Inspections,LLC Summary of Testing Results Copyright 2010/2011 Disclaimer:Although we seek to provide the most accurate information possible we cannot guarantee any findings may or may not be changed due to environmental conditions or contractor decisions/actions that are beyond our control.Target Inspections is not responsible for improvements as a result of our inspection. Page 3 of 5 TARGET INSPECTIONS Conclusion Based on testing of the total duct systems, the observed total duct leakage at the time of testing of the two systems were at or below the allowable limits (6 cfm per 100 sq ft) as set forth in IECC 2009 with tested results of 2.9 cfm per 100 sq ft and 1.5 cfm per 100 sq ft. The Average Tested total duct leakage across the 2 systems was 51.5 cfm = 2.2 cfm per 100 sq ft Note 1: Square footage provided by Reef Realty LTD. Note 2: Baseline measurements are based on 60 second averages. The systems as installed meets the recommended guidelines and no further sealing is required. Day:29, Honth:09, Year: 2014 =s k �pyb�rt M { f ry n F 1 ^ 3` a Latitude 41 39 12 (41.653333) N Longitude 70 21 11 (70.353056) W Photo 1: Manometer image from the Vt floor system printed with GPS coordinates and date stamp tags. Target Inspections,LLC Summary of Testing Results Copyright 2010/2011 Disclaimer:Although we seek to provide the most accurate information possible we cannot guarantee any findings may or may not be changed due to environmental conditions or contractor decisions/actions that are beyond our control.Target Inspections is not responsible for improvements as a result of our inspection. Page 4 of 5 TARGET INSPECTIONS Day:29, 14onth:09, Year: 2014 ..rawloll IyIM h i N Y Latitude 41 39 13 (41.653611) N Longitude 70 21 11 (70.353056) W Photo 2: Manometer image from the 2nd floor system printed with GPS coordinates and date stamp tags. This inspection report is solely based on the conditions within the defined area at the time of inspection only and makes no express or implied warrant or guarantee as to future changes in condition or conditions outside of the described job scope. Sincerely, )- )" a- Steven G reve I i s Building Performance Institute Building Analyst Professional, Certified Mold Professional Target Inspections,LLC Summary of Testing Results Copyright 2010/2011 Disclaimer:Although we seek to provide the most accurate information possible we cannot guarantee any findings may or may not be changed due to environmental conditions or contractor decisionsractions that are beyond our control.Target Inspections is not responsible for in?prevements as a restdr of our inspection. Page 5 of 5 Test Date:2014-09-29 Duct Leakage Test Report Client Tester Building Description 2 Story House/1st Floor Company Target Inspections Building Address 42 Meadow Farm Road Address 24 School Street,Unit 6 Centerville,MA West Dennis, MA 02670 Contact Matt Teague/Reef Realty LTD Technician Steven Grevelis Phone 508-394-3090 Phone (888)280-2108 Test Type Total Duct Leakage Gauge S/N 200886 Test Equipment Retrotec DU200. Fan S/N FT9010674 Building and Duct Details Conditioned Floor Area 2598.0 sq ft Supply Return Average Duct Operating Pressure 25.0 Pa 25.0 Pa Leakage Split 50% 50% Leakage Penalty. ` 100% 50% Leakage Data Baseline Pressure 0.0 Pa Depressurization Duct Test Pressure 25.2 Pa Fan Test Pressure 107.0 Pa Range Configuration Mid Duct Leakage 74 CFM Leakage Area 13.8 sq in Leakage constant, C 10.73 Leakage Exponent 0.60(assumed) :Leakage Results Total Duct Leakage 74 CFM at 25 Pa Leakage/Conditioned Floor Area 0.029 CFM/sq ft at 25 Pa 2.9 CFM/100 sq ft at 25 Pa 29 CFM/1,000 sq ft at-25 Pa Test Date:2014-09-29 Duct Leakage Test Report Client Tester Building Description 2 Story House/2nd Floor Company Target Inspections Building Address 42 Meadow Farm Road Address 24 School Street,Unit 6 Centerville,MA West Dennis, MA 02670 Contact Matt Teague/Reef Realty LTD Technician Steven:Grevelis Phone 508-394-3090 Phone (888)280-2108 Test Type Total Duct Leakage Gauge S/N 200886 Test Equipment Retrotec DU200 Fan S/N FT901.0674 Building and Duct Details Conditioned Floor Area 1877.0 sq ft Supply Return Average Duct Operating Pressure 25.0 Pa 25.0 Pa Leakage Split 50% 50% Leakage Penalty, 100% 50% Leakage Data Baseline Pressure 0.2 Pa Depressurization Duct Test Pressure 25.0 Pa Fan Test Pressure 256.5 Pa Range Configuration Low Duct Leakage 29 CFM Leakage Area 5.3 sq in Leakage constant, C 4.14 Leakage Exponent 0.60(assumed) :Leakage Results Total Duct Leakage 29 CFM at 25 Pa Leakage/Conditioned Floor Area 0.015 CFM/sq ft at 25 Pa 1.5 CFM/100 sq ft at 25 Pa 15 CFM/1,000 sq ft at 25 Pa Google Earth c < 10 5 Meadow Farm Rd 1 h r 37-F C o- v` \moo err G.enterviileEi Ol �S ,r v q 7 � 'C'Rdn a ■ cam. rEa. C: ■ G t: . Googie � nQ spindle Rock lour Guxk• -� ire'-s-: Imagery Date:6J15/2014 ia: 41.639902° lun -70.370982° elev 53 k eye at r' .dl °ieew TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map l0 Parcel / �j—DO c Permit# Health Division a� � : � � � �`� '� Da Issued Conservation Division %Z � ee Tax Collector SEP M MUST BEIN COMPL SD- Treasurer TITLES QC [ �` 44 I Planning Dept. / off'o ,,,,0�L�,' co Date Definitive Plan Approved by Planning Board "` `E , '1 ® 1 Historic-OKH ` Preservation/Hyannis 1 B Project Street Addres J-" l& % / • l�� Village C%# Owner s Telephone e3 35.9&Gj-. Permit Request ' oV Square feet: 1st floor: existing r osed or. xistin pr sed /GG(1 Total ne 3 � Valuation o ing t FI d Plain Groundwater Ov ay Construction Type 1,v60 ny Lot Size a f ❑les ❑ 1f ye ach supporting do entation, Dwelling Type: Single Family. l Two M Family(#unit • Age of Existing Structure istoric House: Yes O'IVo Id King's Highway: ❑Yes &<o Basement Type: ❑-<ul_1 ❑Crawl ❑Walkout Cl Other Basement Finished Area(sq.ft.) f U rro Basement Unfinished Area(sq.ft) — 3G Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing��lr� new Total Room Count(not including baths): existing new�,� First Floor Room Count Heat Type and Fuel: Q Gas O Oil ❑ Electric ❑Other Central Air: es ❑No Fireplaccees: Existing New Existing wood/coal stove: ❑Yes o'N0 Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing U�w size,:�yX3&1'Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes 0 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION i ?' Name Telephone Number � ) a�G� Address ��� �oZ / /�/�1 License# G Home Improvement Contractor# /o,2 5 3G Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO I3A.Z- SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED' MAP/PARCEL NO. A F ADDRESS- - F VILLAGE OWNER sa - -. DATE OF INSPECTION.: . . - FOUNDATION FRAME INSULATION- FIREPLACE Y ELECTRICAL: ROU,GN-e FINAL ` PLUMBING: ROUGH---: FINAL - ef GAS: ROUGH FINAL FINAL BUILDINGS• t T r • , . . a , , DATE CLOSED OUT NOV- 'ASSOCIATION PLAN NO. OWNER OF RECORD I CERTIFY THAT"THE EXISTING FOUNDATION Gordon C. * ChF1.5tine-M.J. Drake SHOWN HEREON IS LOCAT S T Deed Book: Book 27G27 Page 3'1 7 EXISTS ON THE FMgs ` Plan Book: Book 558 Page 78 JOHN s9cyG Assessors Map 189, Parcel I 181002 - DATE J-2 M. rt`, P.L.5. �Suslj m� +i BENCHMARK: r1 Top of Concrete Bound Nam: v/ LOT 5 # N N' 1' EL=53:9 (Assumed datum). Area= 44,2G0 SF± O ' Q \/ OT � O 4v ' . j 4 • �. O CO f �����• - id 573+ O �O� _ f f AS-BUILT°PLOT PLAN . SHOWING FOUNDATION \ AT _ PLAN 45 MEADOW FARM ROAD;, 8 �� MA C2v�-� SCALE 'I"=40' 1 PREPARED FOR s _ REEF — CAPE' COD'S HOME BUILDER DRAKE KE51DENCE ^ O 40 80 ,L20 SCALE I "= 30' MAY 23, 2014 G:\AAJob\Reef\G793Meadowfarm\G793fnda5budt.dwg Drawn by: MTF JMO- G793 J.M. O'REILLY & ASSOCIATES, INC. . 1573. Main Street, P.O. Box 1773 E Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601