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0102 LIETRIM CIRCLE
10� •V/ e a _ 0 Town of Barnstable REC� 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-2773 Date Recieved: 8/11/2017 Job Location: 102 LIETRIM CIRCLE,CENTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: Craig P Bishop State Lic. No: CS-109777 Address: Sandwich, MA 02563 Applicant Phone: (774) 205-2001 (Home)Owner's Name: LYONS,MARIANNE Phone: ,(508)333-2123 (Home)Owner's Address: 102 LIETRIM CIR, CENTERVILLE,MA 02632 Work Description: Air sealing and weatherization Total Value Of Work To Be Performed: $3,545.00 co 5-1 Structure Size: 0.00 0.00 000 Q` t Width ' Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every'contractor,subcontractor,or other worker before_ he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. - Signed: Craig Bishop 8/11/2017 (774)205-2001 Applicant ' ` ` : Date . Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost $3,545.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 .. .... ........................ .. Total Permit Fee Paid: $0.00 1�3�� l S • l Town of Bitable =>Permit Z IS�qO q Re atory Services 1` 6. &Ssfrottri�suedote o $ Fee Richard V.•Scan,Interim Director 'Building Division Tom Perry,CBO,Building Commissioner 200 Man Street,Hyannis,MA 02601' ®�C itww-toivn.barnstable.ma us �B 3n Office: 508-862-4038 � -5%1R -6230 `> EXPRESS EnART APPLICATION - READENTUL p Not Valid without Red X-Press bnprint Map/parcel Number A617 o q5 Propey Address��Z L i P_7`ri✓h L+!Gl�_ ��a!�V► �'� ER/Residential Value bf Work S_p��7 Minimum fee of S35.00 for work under$6000.00 Ovvner's Name&Address /R�i A��l L y0 I? S MA Contractor's Name r4�ir�-naI.L_4);r,L&S /_ i iG.�1 t i _TelephoneNumberC4C)1))E-Gk[70 Home Improvement Contractor License_(if applicable) 3 2 L S- Email: Constriction Supervisor's License s(if applicable) 05'17'7 p-7 gfWorkman's Compensation Insurance Check one: ❑ I an a sole proprietor " ❑ I•am the Homeowner I have Worker's Compensation Insurance InsnraneeCompanyName_ Arc,�,��u'(' lnsut0Ytc� Workman's Comp.Policy I_ tr�(C 91.8() s 3,S2 3 9 4 T Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over. .. existing layers ofroof) ❑ side Replacement Windows/doors/sliders;.U Value •,.,3 0 (maximum 35)-of windows T of doors: - ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate EI&6!cal&Fire Permits required. **Rite required: Tssaance of this permit does not exempt compliance with other town department reO1�ons,i.e.Historic Conservation,etc. " Note: Property.,Pwner must sign Property Owner Letter of Permission. A copy o the Home Improvement Contractors License&Construction Sgpervisors License is regnired. _ SIGiYATURE: QJt1JPFILESIFOR1t1S%tfdd'ms pmut fonnsVDCPMS.doc Revised 061313 Rabewal by 1� NTAL BY � s v rs4a as as IL��S :.®w.:atsc�aat ,�._ 23�onn�ad.•,;I�ru�t,,RYdi�65 .. todnrtm�s7lr FhotiaEr6S5�i.�2A5•Few 4tii,:fi�3dl rae+tee1*er'm�ta�tu�sm aaedr}sk .c saaeogz�eban tts Vic' Ir �a a•tcL $Ir74)hamw ioipaly*--d sevaa�ly a sere to ddriy-e a edfea:sim%ic&is�f Searehern 3h'ew.LnO=c1%%n m?�,I=cvwz ResL.tixal 2Yffi1 IYC17 of Sao. 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RENEWAL BYANDERSON DENNISON BRIAN 26 ALBION RD r ' LINCOW,RI 02865 U fev� Not valid without signature t The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations ' a I Congress Street, Suite 100 Boston, MA 02114-2017 �^ S° www mass:gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): SOUTHERN NEW ENGLAND WINDOWS Address:26 Albion Rd City/State/Zip:Lincoln, RI 02865, Phone#:401-228-9800 Are you a_n employer? Check the appropriate box: Type of project(required): 4. am a general contractor and I l.� I A a employer with 20+ � I g 6. ❑New construction employees (full and/or part-time).*.__ have hired the sub-contractor 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp. insurance: required.] 5. We are a corporation and its ME]Electrical repairs or additions officers have exercised their I LE] Plumbing repairs or additions 3.El I am a homeowner doing all work myself [No workers' comp. right of exemption per MGL 12.0 R of repairs insurance required.] T c. 152, §1(4),and we have no employees. [No workers' 13. Other :L 1 comp. insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy information. i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. !Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:ARGONAUT INS. CO. Policy#or Self-ins.Lic. #:WC 928058352394 Expiration Date:�8/21/2016 q Job Site Address: " /�Z L i e t/i f''1 Ci�C�� __ City/State/Zip:(/�r,7�1'y,Yle. /�ff 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�NfGL 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 forvsurance coverage verification. I do hereby certlfA under the and penalties of perjury that the information provided above is true and correct. Signature: c Date: Phone#: 4012289800 Official use only. Do not write in this area,to be completed by city or town official. City or Town: PermitlLicense# jIssuing 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#: f '1 SOUTNEW-01 SHETTYSHT CERTIFICATE OF LIABILITY INSURANCE DATDD/YYYY) 8119119/2015 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 NAME: Willis Certificate Center Willis of New Jersey,Inc. PHONE FAx a/C No EM:(877)945-7378 A/c No): 888 467-2378 c/o 26 Century Blvd E-MAIL ( ) P.O.Box 305191 ADDREss:certificates@vAllis.com Nashville,TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Selective Insurance Company of Southeast 39926 INSURED INSURER B:OneEleacon Insurance Company 21970 Southern New England Windows LLC INSURER C:Argonaut Insurance Company 19801 D/B/A Renewal by Andersen 26 Albion Road INSURER D: Lincoln,RI02865 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. IlN.SIR TYPE OF I ADDLSUBR NSURANCE POLICY EFF POLICY EXP INSD WVD POLICY NUMBER MM/D MWDD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADEFx OCCUR S 2029459 08/10/2015 08/10/2016 PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 JE� �LOC PRODUCTS-COMP/OP AGG $ 3,000,000 POLICY a OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $_ 1,000,000 A X ANY AUTO S 2029459 08/10/2015 08/10/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAR CLAIMS-MADE S 2029459 08110/2015 08/10/2016 AGGREGATE $ 5,000,000 riDED RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE — N/A 0000068028 08121/2015 08/21/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 C Workers Compensation WC928058352304 08121/2015 08/21/2016 See Attached DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if 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 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVEEvidence of Insurance ��O ©1988-2014 ACORD CORPORATION: All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSiABLE BUILDING PERMIT APPLICATION. • t Map °� Parcel 0 tj Application # �����o� Health Division ^� Date Issued Conservation Division C/ ' r Application Fee �03� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board `,�) Historic OKH _ Preservation / Hyannis Project Street.Address 2 r.cA Village Owner "y-O o, r 10»5r r, �— `��S Address. 1 v Cl d r, Telephone 4�- ow Permit Request w �-. 9 roy r• ► '1 Square feet: 1 st floor: existin proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation bc; , Construction Type w a 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: Bull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 1 new Half: existing new Number of Bedrooms: `7., existing I new Total Room Count (not including baths): existing new , First Floor R om Co> _. Heat Type and Fuel: ❑ Gas Y05il ❑ Electric ❑ Other �. Central Air: 316s ❑ No Fireplaces: Existing ''� New Existing woo /coal stove: 'D Yes ❑ No t( f V Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn existing ❑ new size_ Attached garage: G(existing G(new size _Shed: ❑ existing ❑ new size _ Other: co — N Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use C Proposed Use APPLICANT INFORMATION Sa me-5 (BUILDER OR HOMEOWNER) Name ` y .ra���c� ��� Telephone Number S 04_ C`>c1 0o Address Q _ License # c, L\ 302,J � • 1$���rd v��._ ��7 to Home Improvement Contractor# )q;'-.%o - Worker's Compensation # NNN ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT `W,ILL BE TAKEN TO str�� - w V1 ei SIGNATURE DATE E4 } FOR OFFICIAL USE ONLY J APPLICATION# f i DATE ISSUED MAP/PARCEL NO. ' 1 . ADDRESS - VILLAGE OWNER i G. ' "DATE OF INSPECTION: FOUNDATION FRAME N+ AT' XOGG. 5 $w orA W- (v Q yOarT o ! -S INSULATION O 1o�Z ab ; FIREPLACE ELECTRICAL: ROUGH FINAL ` - PLUMBING: ROUGH FINAL ; GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT" ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services BAANSTABLL" i MASS. Thomas F. Geiler,Director T g 6J9� Building Division Thomas Perry, CBO,Building Commissioner " 200 Main Street, Hyamais,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Y Owner: kybe Map/Parcel: . n f Project Address t®Z L, e4- i r_ e r-tt c Builder: �TA r2 The following items were noted on reviewing: 01 Pz C_ -�AOar. 0 ttY�g Sr �L►+ ''T .�� (�j"- Se,T�J c5 0'0I_.t (��eJf__6f tLl U r&Je_ �C C• `S BLS 1 r" c i Ate_reA s tk y o f t � i ` lot Ten,. er*-J CL?-i F in w n S R @ s-IL Gr ! Le_"ML c � Reviewed by: �s '7�2j08 Smite w/,AwK Date: 7Jz,Jo9 Ulu 0!'PEmu S r4A-D E oN c�lEckr�s� Q:Forms:Plnrvw f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 6.00 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le�ib1Y_ Name (Business/Orkmintion/Individual): , arm A'I_,n_�` Address: City/State/Zip:s1 1��2Q,�� P �rr�, zDo is Phone.#: C:;R oil, 10 CSIV Axe you an employer? Check the appropriate box: Type of project(required): 1.L"1 i am a e to r with 4• ❑ 1 am a general contractor and I —* have hired the stab-contractors 6. ❑New construction employees(u] and/or part-time). 2.El I am a sole proprietor or partner- listed on the attached sheet. 7. .❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition employees and have workers' working for me in any capacity. $ 9. ❑Building addition [No workers' CQn1p,instttanr_C comp.insurance. 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required] 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myselL[No workers' comp. right of exemption per MGL 12.❑Roof repairs c. 152,§1(4), and we have no insurance required.]t 13.0 Other employees. [No workers' comp.insurance required-] '!my applicant that checks box#1 must also fill out the section below showing their worker;'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. t-_Mtractors that cbcck this box most attached an additional#bat sbowing the name of the sub-contractors and state wbcther or not those entities havo employees. If the sub�ontractnrs have anployces,they must provide their workers'comp._poHcy nurnber. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: t Policy#or Self-ins. Lic.#: tt W c, 7 oD 0 ;;,o& 61 �.,�o-7 Expiration Date: '2. Job Site Address: i C7Z Le��r�.,� o,�c�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 5ne tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statcmerit may be forwarded to the Office of Investigations of the DIA for' ' e coves c.verification.. I do hereby certify under the.pains penalties of perjury that the information provided above is true and correct: Si atin e: Date: 64. ` Phone 0ffcc4d use only. Do not write in this area,tb be completed by city or town offtciaL City or Town: ` Permit/License#. Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town.Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information anct ins tructrons Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced,acceptable evidence of compliance with the insurance coverage required." Additionally,MGL ohapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, i.f necessary,supply sub-contractors)name(s), addresses) and phone number(s) along with their certificate(s)of. insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no-employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confinmtion of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you arc required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter then self-jusuranw license number on the appropriate line. City or TowTL Officials Please be sure that the affidavit is complete and printed legibly. The,Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pmmit/license number which will be used as a reference numbei.1.In addition, an applicant that must submit multiple permit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all Iocations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town.may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit,must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call- The Department's address, telephone-and fax number. ' The`C6mmonwMM of Massachusetts Department of Industrial Accidents Office of InvestigatIMS 600 WashingtGn Street Boston, MA 02111 T0. # 617-727-490.0 ext 4-06 or 1-M-MASSAFF Fax# 617-727-7749 Zcvised 11-22-06 www.mass.go v/di a � IINdassacbusetts- Department of Public SafetN MEL Board of Buildin ; Re4-Fulations and Standards : s Construction Supervisor License License: CS 53454 Restricted to: 00 JAMES A ROBITAILLE ' 20 TAINE RD. N ATTLEBORO, MA 02760 Expiration: 1/14/2010 (ummisiuner Tr#: 27493 �T /�creaac�euaelta :1 Board of Building Regulations and Standards, HOME IMPROVEMENT CONTRACTOR ] k.f Registrat n 152627 jl Exp�ratto`n gI1412008 F J.A.R.CONSTRUCTIONS I f JAMES ROBITAICLE�r` ,' i yI 10 PECKHAM STREET 4�? r ,{ ATTLEBORO,MA.02703 � Deputy Administrator., ail Z. i License or registration`_valid for individul use only 1�' before the'e4irafion date. Iffound.return to.• .. Board of:I3udding'Regulations and Standards k One'As hb6rton'PlaceRniA301: i Boston,Ma.02108 f jtE i v t Not alid without si 4 ature i 6/ 11 /2008 7 : 52 : 13 AM 8982 2 02/02 >•/sc Hsu` iC t'Ss 1ij✓b sn :�.�r� �t i$ u' y } t �' i� stir Sf t 4 S4cs Cis 4 ISSUE DATE 06/11/2008 v,.Y Fa'✓y.Y,�t-.:,r"�:(.t.;�hraY i,�4,..!'ems t �rs4✓.•a3,�.-'..icy.ss::Y.i )t��r,ci...is i\: g3a�''rf La l��rv�r.,:.>4,t{t�� i...:l,�'. i,fv)_')�`�1v;Y„'t�... PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND imirosld Insurance Agency Inc CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE 72 County St DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 365 Attleboro,MA 02703 COMPANIES AFFORDING COVERAGE INSURED James A Robitaille dba Jar Construction COMPANY A A.I.M.Mutual Insurance Co 0 Paine Road LETTER North Attleboro,MA 02760 s •3. �' ✓ r v; x '�'•c.+'':v :H ,1. „S;P.� ,,1,.. Y>wa'•ti `;i'.'.^4� :P aS.S., x'. :S' "tu i ;d.f. '%f•+•. r:s�. ,S tt e`F. b -"'�S .v -�>r ::„r'"�1 ',A;rw •;i I. tt �kc :s .H.1,.I•.n.s�'i., „F. 4...i :•;l 11.F �Jlrv`'. � {t, r+W.t£ '"7As r,(,Y:ie.sl.u. } t.f nf£'S•t`'.??' ';v�,.�}. o.-�.r ,..X:, h.. x;h. .,�. .4. ,.Y.+., Vrt'o�"v 2✓,. .at:: X..y.,✓ ..< iuc#lr°i :�+o e .....i: ,n.,...,, .?, .. . ..u.:i, .,e,.�"s;:n.<.,¢ ,.^.,:,,,.. .. ,,.v....:..:s......v:....✓a,,,r,,,% ;...., .,::e,%.,t.:z.. .y, ,.,: ...........v:r..v,,. ',xsn'a ; 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. CO TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MMIDD/YY) DATE(MMIDD/YY) GENERAL LIABILITY GENERALAGGREGATE $ PRODUCTS-COMP/OPAGG. $ =COMMERCIAL GENERAL LIABILITY PERSONAL&ADV.INJURY $ =CLAIMS MADE=OCCUR EACH OCCURRENCE OWNER'S&CONTRACTOR'S PROT, FIRE DAMAGE(Anyone tire) $ MED.EXPENSE(Ay...person) AUTOMOBILE LIABILITY COMBINED SINGLE $ LIMIT =AN Y AUTO LYIN �JALLOWNEDAUTOI BOD erson) URY $ (Per person) SCHEDULED AUTOS HIRED AUTOS eNON-OWNED AUTOS BODILY INJURY $ GARAGE LIAR I LITY (Per accident) PROPERTY DAMAGE EXCESS LIABILITY EACH OCCURRENCE $ UUMBRFLLAFORM AGGREGATE OTHER THAN UMBRELLA FORM - r oy�;�`�v>�`ss},t _ >lly3 v 'r t'vr'S 4?vt 3 t, s":.. Y`S, ..zh. ''C:.+7 WORKERS COMPENSATION AND STATUTORY LIMITS OTHER EMPLOYERS LIABILITY X HE PROPRIETOR/ EL EACH ACCIDENT s 500,000 A PARNERS%EY.ECUTIVE OFFICIERSARE 7009596012007 08/31/2007 08/31/2009 EL DISEASE--POLICY LIMIT S500,000 INCL ®EXCL EL DISEASE--EACH 500,000 EMPLOYEE COMMENTS/DESCRIPTION OF OPERATIONS OR LOCATIONS: AMES A ROBITAILLE IS NOT COVERED BY THE WORKERS'COMPENSATION POLICY. srhrxxw +sat?'sa +;a•�,,,,,,4 ,;v,z:;y•.,, 1 r;F;Yu4: u5 ��:.' S }lt'i :v2::r :\:. :1'� .Y v .�G.,fl...o n•;fr" :Y^3' r.•'SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TOWN O F"*BA RN S T A B L E THEREOF,THE ISSUING COIVIPANY WILL ENDEAVOR TO MAIL 15 WRITTEN NOTICE TO THE CERTIFICATE HOLE TO' MPOSE OR LD F�1 TQP �i ANY ITS AGEN SOOR REPRESESUCH NTICE SHALL TATIVES. OBLIGATION 00 MAIN STREET BARNSTABLE, MA 02601 UTHORIZED REPRESENTATIVE 4184 v 07/09/2008 14:04 TEL 161764G0395 WGA Z 002/002 Services 1 o ry s Geiler, icnaxsrAMt•t', E ltotnn3 k�. irec#ar etAf+9, t Aa1V•: tea, ysl1l.ldlllxg )DlviS1O1f1 �O/fli Ml�� '('f)c+t k'er'i'y, kltt{Idinp(:ornmissionc.P 200 Main Rtrcet, Hyonnis,MA o2601 �,� ,:tvw•Sr,.ta�vn.bfu•n,anblr�attn.u9 Uffir..e: SUR-�67..-40"3R r - - i�zt �erty gust f i;mP(,rt7 l.r _.1 _ - lie,Eaali ..` •`• � � cy Lt O n 3 xlyIS , + t• � ` 11�� . ..__�•�....._........ r C1:TTt.11:"Lpp1 �160n fnr: :r.� all rrtatter.�r y'�`,I.at Ve to Work a,.7tl.,ari;�,e,�' ' Z/........... ;;•',;•: .,.-tom�:. .,....1..,�. .�•.•.: �,t �;', i nri,t ►�arne L{?t�pecL�y U:uur..'t is aPplyistj.,fu+c pr xnit f)Irsc�c: cura.tplctc.the XToz�'�eurv'iiers X,ir:t zt+�t" Lxcxnftiic�r� frurnz c;ta C1C rc +Crle st(l.c. oFtHE►�,,,, Town of Barnstable Regulatory Services HARNST"B�E Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-962-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner.of the subject property hereby authorize�3410—zo ylg7 alel to act on my behalf, in all.matters relative to work authorized by this building permit application for: (Address of Job) Si afire of Owner 7 6 a e Print Name r if Property Owner is applying for permit please complete the Homeowners License ce se Exemption Form on the reverse side. Town of Barnstable �pc IME Teti o� Regulatory Services Thomas F.Geiler,Director BAxtasrABLE, 9 MASS. Building Division Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended t incl e owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire w o does n possess a license,provided that the owner acts as supervisor. DEFINTTI N OF HOMEO 'ER Person(s)who owns a parcel of land on'which he/s a resides or intends o reside,on which there is,or is intended to be, a one or two-family dwelling,attached or de hed structures accesso to such use and/or farm structures. A person who constructs more than one home in o-year period shall not b considered a homeowner. Such "homeowner"shall submit to the Building O cial on a form acceptable to th Building Official, that he/she shall be responsible for all such workperformed un r the building permit. (Section 10 .1.1) The undersigned"homeowner"assumes spoxrsibility for compliance with the Sta Building Code and other applicable codes,bylaws,rules and re atioris. The undersigned"homeowner"certi es that he/she understands the Town of Barnstable uilding Department minimum inspection procedures an requirements and that he/she will comply with said p cedures and .requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1..1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Bu Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeownerr,certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and,adopt such a form/certification for use in,your community. ti r JUL-07-2008 03: 16 PM Zia Design & Engineering 5089461976 P. 2/ 8 Single 9-1/2" AJSTM 20 MSR JOISAJ01 BC CALL®9.5 Design Report- US 1 span I No cantilevers 1 0/12 slope Monday,July 07,2008 14:05 Build 91 16"OCS(Non-Repetitive I Glued&nailed construction File Name: MARIANNE LYONS_JAR Job Name: MARIANNE LYONS Description:J01 Address: 102 LIETRIM CIR Specifier: J.OLIVER City,State,Zip:CENTERVILLE, MA. Designer: KENNETH SADLER ASSOCIATES Customer: Company: MOZZONE LUMBER Code reports: ESR-1144 Misc: ADDATION '..q.•t. — ..ttY.l.... . •'Shc:.:.�t KI»...••7ri`J�3.LiL:i,1.;.(I t. I Ii:tY: :.N.I•••tl.-.'•I...Y,..,•. .t.• e.Y..I .I y.1.•..I.at�:• 1.. .•.�'�ai:^;:t+:l:..s.:i;u.'::::'3':It^.�':::...::.::..�....!..•....;. — sS tli..... su...XUL.�.R.{. r ."ty�w t _t. y 11,,,,.1...:s .... ...,..5:�_,........fu:I:'2:'•q::::"II'^::1"q'I I.;•...1.:^.::r:rv:: • .. S:I is : 1 .. .l.. ..It•t' Lfil.. . 1 ^`.ry.»:i t<1., ..t:'t':•:Ht;l.:........ " :..i., i..i,t: . i:l:1::'::I:•;:::'•�..%''ii �.lJ...4... 7 :... .....i»>S .'�....t7. •i »�.i 4&.-:��f : sti.a.� 1:..1 .-.,..�t. ..i.lu.tu..., a I.r:c-:Sfi:i....t...I.L s^a�r::r::,;.. ¢¢L� .i:...,.,,., z. �.. ... .. .a�...., _tl..P -.L..'T.N.I..... s, i, ...f.�.,.....1.Y:Vi.:: ...a.....a !..u.a 1: n.:s...„... a• :.I.:n.l..l.t..%e:;c:::n;::�.pt'.. k--{...., .a.., ..q t .... A...A}. .. A'.... i ....h._r....:-. ...t._%.....,a,".. .i ..:. _ 1: .t..tLs::r..,.:. I. �....T t,... a, ri. ..a.7:T..tSs 1 �...L....Y-. .aa..... ..t..".a...._...t ...r �i'....er!.. t .. U�fE` ...,.t.a f(. .....rr..1........s:c:i:::.ru.a,.u:...:..!... L.ror::r.;:�:.:.airr....•:es::a:s:.. . ..:rt.:»....+ .... ..tr I �.. .. .i:1. ..Y ...J�i......yy.:..,.t�.....:s. "��...7:t...C..l.»....a......•^. .s ..........31..-..•a I.L• l..r s.•.t.......�...... i s.a.:.:l.l...a:......atr:.....,,....1.:::':.•'::::I":.......:-.;.:�;r ...-....% }M__t#.`IO Y.i s.J..L ...•'xYi.. ..;«. .Y... ...... .r1....... .......p...... :......... .I.CI..... oe:n 1. �. -`1 v -rJ- r ry tr n ,rla tf.. ..a._L,..•• 1 ..ax.,.. .........s..l.t;::r•sl l!s= a . ..^:aul:q::r::,F.r:::x:=;7"y!..y',eracl':� ,. ..&" .��I"!f t l ILi ct N .L .u ..1...Il:. .)t ..i:.rgl11{:11. .::.. g .tl .:t.. -r:: _.I. .mil ..rl .........:...• ..t�...l•:...s.......:::1:..:i't- !.... _....... i :.1I. n.d::...........::.............;... ::ai:::i -" 16-00-00 _ 80,2-1/2" Bt,2-1/2Y LL 427 Ibs LL 427 Ibs DL 1071bs DL 107lbs Total Horizontal Product Length=16-00-00 Load Summary Live Dead` Snow wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% ocs 1 Standard Load -Unf. Area(psf) Left 00-00-00 16-00-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2056 ft-Ibs 60.5% 100% 1 1 - Intemal, be verified by anyone who would rely on End Reaction 519 Ibs 41.0% 100% 1 1 - Right output as evidence of suitability for Total Load Defl. U501 (0.376") 47.9% 1 1 particular application.Output here based Live Load DefI. U626(0.301") 76.7% 1 on building code-accepted design Max Defl. 0.376" 37.6% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 19.8 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 2-1/2"x 2-1/2" 533 Ibs n/a n/a Unspecified (886)234-0056 before installation. Bi WalUPlate 2-1/2"x 2-1/2" 533)bs n/a n/a Unspecified BC CALC@,BC FRAMER@,AJST'", ALLJOIST@,BC RIM BOARD- BCI@, Notes BOISE GLULAMT"',SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified(U480)Live load deflection criteria, PLUS@,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUDS are' Composite El value based on 23/32"thick sheathing glued and nailed to Joist. trademarks of Boise Wood Products,L.L.C. �L10 OF " �STAUCTUaAL cn NO.36951 BOSTON S. Page 1 of 1 JUL-07-2008 03:17 PM Zia Design & Engineering 5089461976 P. 3/ 8 Eel=N Double 9.-1/2",AJSTm 20 MSR Floor Beam1F1306 BC CALCO 9.5 Design Report- US 1 span I No cantilevers[0/12 slope Monday,July 07,2008 14:05 Build 91 File Name: MARIANNE LYONS—JAR Job Name: MARIANNE LYONS Description:JOIST UNDER BEARING WALL NEW BED/BATH Address: 102 LIETRIM CIR Specifier: J.OLIVER City, State,Zip:CENTERVILLE , MA Designer: KENNETH SADLER ASSOCIATES Customer: Company: MOZZONE LUMBER Code reports:. ESR-1144 Misc: ADDATION l y w wr • ,► a w � - w w •� ,s m w � w �.�:n...s,::..u.,wwupa:..hwoP..:,�!'�3.d-'.``"��UUi.s:�a.;r..C_'-trG!.,iA...a s�:r.m,.:..�,r,.J,:,°:.;t_,�.:�i-i,-s.!.;.e-,...i:...r.•..u.S..7.�•::..:r..,.:{,_:.xc.z.rc_-......!a'!.r.':&6Ls..!.m:�..i,.b�t...xn9mu._.-:!. }rl n.n:.:�,Mai-s.xSt r6a�..�!'�U•e nsrr.r.._�f.9.•,...°�;..x.•al.'1n!.:::.;,.a�:...t,.-m.s:...,`s::9,V.L.R^x.0 x•.,::.+.:.i's:r:a�c-Lm-:7rrr.'•.::.u,.v.h�_r.c:•,,�.:..x",a,•a^.:,x,n...s-I?s'<�i•:-I.laI:r:�.Je".w.r!N.I.:r,,.:�.si.a•:s=:F..:-�ci:r..!..I,:..s.n..........:an u..x3.sa:..l.:,.as.>..:,-r..e.x.r.�±.s•Ir",.,.,w.,,.,r.:..�s,.s.;.:.s u.:,,::.::...-.e.x.s..�.s.:..:esh.....":.b..s...:or.......�..:t..1._1.a:.,•.a.-,..::1•r,-.....,=........:......f..._....r._,.x.-.....I..,1.....».:_�L:a..:..".:..,.,::...r._.e.:e'�,.:,i.i..x�ss:'.,=:"I•:...x.:,�.sa._..:+:r:,,:a I.r...�:.".:....a,:..i,...::..i:,!:,i::.:...Lux.�..s.:::!.z...I!.`,».s:::.ev...a.....:.:.h..x:..a.:.f4 i...a.:.....�:s,::N.d,�...r:.p.w....:.l..:..:.:::e.ia.'s::.r..�:-..s.,::.,l r,.�.yr:.Gx.•:.eb•�.,•,..:.::i-.�..'s:I.aa`-:.•..3.x:;.i_al.s.i•r.:'i:.ai!..:.a;�.;1..,:."':Is:i!l.l9x,.::i.:Ii.r!.!.�..,x:.:!.f,..Pr..:»:r..CL..sa.xa.a'.i. _.i.:+;..as:...i.;:.•:l..,..x,u.i.R,..:;.!....i....i!i!;.:.f�...r...¢:....;,..:..aK.....•G.c»".-...N, "cla.'a.;,.•=:r:;�. :-: Rip Pd.a ...,,.; ..C.,i.p!N . i�w :I�.!:u,-m!iFri!ii!iE cS!:.rSF;'isi„•.i... 14-00.00 BO,3-1/2" B1,3-1/2" DL 805 Ibs DL 805 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90%' 1150/6 1339/6 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 0 10 11-00-00 Load Disclosure Controls Summary Value %Allowable a Duration Case Span Location Completeness and accuracy of input must Pos.Moment 2636 ft-Ibs 43.1% 90% 0 1 -Internal be verified by anyone who would rely on End Reaction 771 lbs 30.9% 90% 0 1 -Left output as evidence of suitability for Total Load Deft. U728(0.223") 33.0% • 0 1 particular application.Output here based Live Load Dell. U0(0") n/a on building code-accepted design properties and analysis methods. Max Defl. 0.223" 22.3% 0 1" Installation of BOISE engineered wood Span/Depth 17.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing_ Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 805 lbs n/a n/a Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 805 Ibs n/a n/a Unspecified BC CALC@,BC FRAMER@,AJSTM. ALLJOIST®,BC RIM BOARDTM,BCI@,6 Cautions GLULAMTM,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Wood Products, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. 0 QF Mgss ��o��,5 0• Slq�o�cy�� STRUCTUR41. NO.369st 80TON MASS Page 1 of 1 JUL-07-2008 03:17 PM Zia Design & Engineering 5089461976 P. 4/ 8 � A Single 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\FB04 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Build 91 Monday,July 07,2008 14:05 File Name: MARIANNE LYONS_JAR Job Name: MARIANNE LYONS Description: BULK HEAD BEAM Address: 102 LIETRIM CIR Spedfler: J. OLIVER City,State,Zip:CENTERVILLE,MA Designer: KENNETH SADLER ASSOCIATES Customer: Company: MOZZONE LUMBER Codes rests: ESR-1040 Misc: ADDATION 3 2 _. - ,...:.:.t_-.:-s:e.�rz.-..ua �a^ .....• ,y_.�...,L-Via:^wa d. � u°d?E..°:°'•'Se I:I.' .r.. .s,:u"u.. s:a::a": 'ca.." r,ra'r..",PC^.': ."'-^•.'-'•^�'.F'^.Ld"'"'"r--" ... -rmb+.> ma:,r-•:!5.:=T!n„ ..-.. ..0..`_.".r. ,!:•eE4!wl...:{.r.•avl�:i5;. ,�[`� •:!........a.l.•....:un•ia.'ie:i5u:...,«,... ,!4:cF4:: .;..,...4 a: c::u-a:n,z::ne;.; :. ...1..: .ya.....�.uss:•.. La:._.a,:: 1,: ...,'�a-.a.a.!! ....a:.ca..;+.>t......:^ ...L...r.J,if.urg:: ;:H.... anr:n d�,:_�. :�_,:...i.I" �u: •,•.,, .,, e• .7 _..::,: t3 ..,.i,,,:�: ....... .... ..... ..^..:.: .f-. ... P.I ...:t�: .::WH4.•r��. 'L75:« � .y Ji. J. ...................:.. ...I ..... :., a,G l ;;„:••,e;. .:..� h N,!��....,.��:._.t, , ...:is},... ..~s,lr l.rk i:,p a ":.•-:•",I tub; i,s.;Y:- ,,....:_..I.._r...r -_.^.s -..f. ..r,s$ ,. .:.hr. , ...ems..:- ._..�..br .......a :: ...... .. r. n.[c?r. 7.. .. ...ae,.a. �u;: s. �R.s�:..• r ., .ru.:a,...u.- r, ; .. .. 1..�:: ...� ... ..;...�a.,'r. 5�4 :. .. ay....z ..-:.Cs I "r!. 4y t_n.....aY- ,-.5.,..a..a- .;.::...m..;. .;y, ah,.ac:•...f.,.,w� :r_4 14.'.. r...a;h a a..; L' •tl Yl i ! fL .ti 1 v. : I •'I..a^!•:5�:;..,.f ..�, .h !>' �"ar� R u^"L•E`k >f,t Vmr ,! F ( I� .! � y ._ ...,....�::.. t�i' .�........ 'K a.. ! 1 Iron: r.:t^•r.l... Y ,a,nt ••�z•'•?r,<''r'r�"'•� :! el, d rh ��l u r v �.! ! r !. Y!' li � Je,:n"s ......?f_..,;...: F i' a�n•F-!i ..:f�!�:caJ!J,•il. -k5..1�.:� n.!i1�'....,.....{.ysn•:.•,r.;b:........,::! ;?;± 05-06-00 BO,3-1/2' i ILL 724lbs B1,3.1/2" DL 231 Ibs ILL 724lbs SL 92 Ibs DL 231 Ibs SL 92lbs Total Horizontal Product Length=05.06.00 Load Summary Live Dead Snow Wind Roof Live Tag__Descriptlon Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 05-06-00 40 10 06-03-00 2 Standard Load Unf.Area(psf) Left 00-00-00 05-06-00 20 10 00-08-00 3 Standard Load Unf.Area(psf) Left 00-00-00 05-06-00 15 50 00-08-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of Input must Pos. Moment 1103 ft-Ibs 15.8% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 579 Ibs 18.3% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U2735(0.022") 8.8% 2 1 particular application.Output here based Live Load Defl. U3508(0.017") 10.3% 2 1 on building code-accepted design Max Defl. 0.022° 2.2% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 6.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dlm.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 1-3/4" 1046 Ibs n/a 22.8% Unspecified (888)234.0056 before installation. B1 Post 3-1/2"x 1-3/4" 1046 Ibs n/a 22.8% Unspecified BC CALCO,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDT^I BCIO, Cautions BOISE GLULAMrm,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEMO,VERSA-LAM@),VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. nk OF,y( 0. S�9 9cy� STRI$TIIRAL No.38%, BOSTON -�0 9�MASS S T �tl Page 1 of 1 JUL-07-2008 03: 18 PM Zia Design & Engineering 5089461976 P. 5/ 8 Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP Floor BeamIF1301 BC CALL®9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Monday,July 07,2008 14:05 Build 91 File Name: MARIANNE LYONS_JAR Job Name: MARIANNE LYONS Description:CEILING JOIST BEAM IN GARAGE Address: 102 LIETRIM CIR Specifier: J. OLIVER City,State,Zip:CENTERVILLE, MA Designer: KENNETH SADLER ASSOCIATES Customer: Company: MOZZONE LUMBER Code reports: ESR-1040 Misc: ADDATION '� 1 w w w • w e a ,n 1� - y, w I: Y X a4 �1�lit.i::.'{li !„'`" tsi::? y�C•i� .tF'•:!I.It,CPI{1f:��..i ...t. ItG�i.,xLt:VS..5.._,[.._.......n.........w...r.......;r-.6a.a.,h,.a......�.f4,.M.1.....)am.Ml•+.a1..S........J,..Y!.7�.l1uY 1ia.3..;..C_S i..4.:.i..I'!..�e x�a^},.w..'i_zrr.+..9.,.-..'F..,'.wks9._�a.„i-....•.I_�.'.1�6....l..*.sL......,.n...Q.:.CS�.',a...._!...�,."u.E�.rL..,_!,.L.i,r..^nws'4:Mi.Y iu...I.:L..Ir.iya H.�w......Cfh,......^{.{n:9,�..a•r.,.......•Ya-.L1Ca_a...a S 4�.S n,.•.�..mb.,,y�•.?.....!...+._.a......4x..I.e�vau..:.:a9..ccJ.1...�.......,.0!{..'.4 iI:.-..•t J1.,..._t.r..�..!:.1,.:.Ir.j.J.,`.."s•Y..:.,•.n._vN....:..--...._..!..•..:......:......:..t..r....„..1.a........:...1.u...a._.�[!.n.�_...a.....n.,..,.,...,..t.1{.I...1.x�L:..`,...,..:....l.:..a;....h:.i....n.!..'..aS.......:,::,.:1.M•.,..__-.Y4.'!-.a,:...•..,.,.,r:_.h.r 3Y..�n._V.........V.,t::.....!'I.,.a a�.a,T.,a:Il....�n ar.ar,:r.,i I.II.:....�;.r.;I..,,.,'..:_I...�s s vI,k•...:..aL..•q.a...Yan: .. -.a..ti...,l A.�t.,:rns..a.�Y.;.3 l..':..-_.s-.i'Yt.I.n l.tl.:,9't.Y.Q:n..:..5[.:.;.:...!.'v..a I:'..3a.',a Y..,ce;:,!,:..:4l.^'r..'.c va.1.4::re,a....«I.•l:.....a"a_..s.'.Y.mt...:EY...i.:.I::.Y.DR.i{P.lu.Y.fl..i •. . .I .z .1. '�5�..• I,:.•i._��a.,;.:rv.•.�..a�,,t.';FF"�:I'3,..L.,.;l;..i'l,J?'!...^i._i{,'n';'t,:.'t:.:_.tr.:i:l.:,r:�.�.:.�....•,:r:.n^.. .:.:.:�.•:,.: 7r�s .li,..-,IR.., l:,.;,...a.L....._•:•ar:+'i:-4.ai.....L::CsE.�.,.._-r..,si..tl....L,,..e..+:F..,-.,a. .........:::: _ ....._....:... -,:....I .i• .......ail"i':�<.......�::,-: v 16.00-00 B0,3-1/2" j DL 937lbs a. B1,3-1/2' (*4 DL 937 Ibs Total Horizontal Product Length=16-00.00 Load Summary .L��Liver Dead Snow Wind Roof Live Tag Description Load type Ref. Start End 1 100% 90% `1 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 16-00=00 0 10 11 00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3537 ft-Ibs 46.9% 90% 0 1 -'internal be verified by anyone who would rely on End Shear 832 Ibs 19.2% 90% 0 1 -Left output as evidence of suitability for Total Load Defl. U270(0.692") 89.0% 0 1 particular application.Output here based Live Load Defl. UO(0") n/a on building code-accepted design Max Defl. 0.692° 69 20�2%, Q 1 properties and analysis methods. Span/Depth 25.7 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x Wi Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 937 Ibs n/a 10.2% Unspecified (888)234-0056 before installation. B1 Post 3-1/2 x 3-1/2" 937 Ibs n/a 10.2% Unspecified BC CALC@,BC FRAMERS,AJST"", ALLJOIST@,BC RIM BOARDT"^ BCI®, Cautions BOISE GLULAM-,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEMS,VERSA-LAM®,VERSA-RIM Column at Bearing 61 analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are Notes trademarks of Boise Wood Products, L.L.C. Design meets Code minimum(U240)Total load deflection criteria. ^� Design meets arbitrary(1') Maximum load deflection criteria. Connection Diagram L b— d .. a r_ ....• �-.• �s 0 S),p9. STRUCil1RAL N©.35951 a minimum=2" c=3-1/4" 80SToN b minimum=3" d= 12" Member has no side loads. O C�S1NG` Connectors are:16d Common Nails Page 1 of 1 JUL-07-2008 03:19 PM Zia Design & Engineering 5080461976 P. 6/ 8 ' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slo Beam1FB02 Build 91 Monday,July 07,2008 14:05 File Name: MARIANNE LYONS JAR Job Name: MARIANNE LYONS Description: GARAGE HEADER/SUPPORT RAFTERS Address: 102 LIETRIM CIR Specifier: J. OLIVER City, State,Zip:CENTERVILLE, MA Designer: KENNETH SADLER ASSOCIATES Customer: Company: MOZZONE LUMBER Code reports: ESR-1040 Misc: ADDATION i t - ._..-.Mm n...�f!"i i,:«,;,"«"-.^:r:�?' �� ..t: a.t'ai:.g t;:l'.I'::;'.::.:r�u.!'.uiE:;cn,'1i?!"7ti::ii:iR'•'.@.:am.paiP�.h5:•.e:a...;:.;a:rq_:;.; .......;.._.; ,6in:.,:.;m;�prig...:..:.. ........::r.:.�,.. i.. .>s :...J. I ... t«b .....•.x a,...r w r w.t 7..-..:- {,:I....l....,r. ..r..!.............« ......t...,..r .. ..�r+ a ..�._6.. .ul:,.:._.. .«. ..x... :. ...!21.117.::r..•:a,a«...11«.tF.t'YL,, ..fa mu....•• to............a..:I.�•a .....ar..« ..«•Wa.6 ..�t•M. 5 f 111 a. ..J.......4 n...„la.,...« t«I ..^.1-:�::::a:: :,..-... ...�:• .. i t .:a.r...«..:.a,..�.. .,•5'..._a?:,.. .i!«:a.t.«,......:,...... .....s'ai..:..el..._...«...:.: ..t..,..r. r.............: ............. -... s .a.t t„r Yul1. ,nun r :sk nay:x tl ...•it,,..:._.. I del n:.. : i1P1� eti RL S -:. 1 F t.:i.3. ..J.r. v 16.00-00 _ sr: -- B0,3-1/2n i LL 2200 lbs B1 3-1/2a DL 772 lbs ILL 2200 lbs DL 772 lbs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 16-00-00 50 15 05-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of Input must Poll Moment 11217 ft-lbs 53.6% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 2570 Ibs 27.1% 100% 1 1 -Left output as evidence of suitability for Total Load Deff. U287(0.65") 83.7% 1 1 particular application.Output here based Live Load Defl. U388(0.481°) 92.9% 1 1 on building code-accepted design Max Deil. 0.65" 65.0% 1 1 properties and analysis methods. Span/Depth 0.65 n 1 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow °h Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x VIl) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 2.972 Ibs n/a 32.4% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2". 2972 Ibs n/a 32.4% Unspecified BC CALOS,SC FRAMER®,AJSTM, Cautions ALLJOISTS,BC RIM BOARDTM BCI®, BOISE GLULAMTM,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEMS,VERSA-LAMIS,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA STRANDseOD,Wood ProduTU cts, Column e trademarks of Boise Wood Products, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram - � �?S�s�c L b+ �d--.- q�r�C s`S Tiq� y� STRUCTURAL �9 ND.36%1 V • �� y � .opo qB.40t4SS. e ,r�sfi/ST G\�h l0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are:16d Common Nails Page i of 1 JUL-07-2008 03:20 PM Zia Design & Engineering 5089461976 P. 7/ 8 BC Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1FB03 CO 9.5 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, July 07,2008 14:05 Build 91 File Name: MARIANNE LYONS—JAR Job Name: MARIANNE LYONS Description: BASEMENT GIRDER Address: 102 LIETRIM CIR Specifier: J. OLIVER City, State,Zip:CENTERVILLE, MA Designer: KENNETH SADLER ASSOCIATES Customer: Company: MOZZONE LUMBER Code reports: ESR-1040 Misc: ADDATION 2 . ...1!e............„..°:an i:..>......t..r;...K6.....K.^.n♦.4,.-:....J.s:.,Jl.C.:..m.m•r,+l9..r..,-*.,,M.L ur.,K.!I.1•.,�r3 JN'•a.hm M1a�..:!t.b a,.:lII aAI.lzt i,:4.z.Y°•I p..!.I n.PzLx..b,1 a N.. ..?.'Er1�i-�-,i .:3:4 l.a..�..u-,.-..u;...t!..d..0.1....•.•....•,..::Y.a.r:r.N..vk=i.....a.I..•.arn....I•t+uFn....:..........d.!...-un.,...+.:,u F.t..4:...:u,,.:i....I.:.S a+d.l...:,.....l.n...r t..x..l,..-,n..:l..•f:..v..S.al...•:..'a aIn'_........,1....:r.1.!i7'...}4}p.:,a In...n,..3..!lq!.•�.6.,t!I I,.�lLI ..,'L• ..k ls I.r:I:.I..1...,.':I...,:ry'L..,11::..:t�s^.•!v..5...'..:.:.,.I.•i.l t'!i:u 1-z.t.•:'yytl�.n t G_l{..�...n.....,.:15i.l:...u_�.,. .'�..:l A,.^nh.+..':�!Ye..:,.-•..';.:;!:i.-1n.'J'�•.::!:"a:•:•t6...':r..a=_.x'n.r..«',.�.A lut".Ta$n.1..v�-.F:_.!Y.".':....w.w.«c.4,rU.L.._l4 h.,.c::.l,i;.}.'-1..J1:;:..: !,n:;•,.-}:.,:....t.'.:..,,.....::!..:_.`..::.,71.:!L:'.•..n,I.....r��';..:'.•:.:....:.i•.:.:�,..,.:..:,,...1;..i}:.f-I(.:..7Y.2n!..,.ey.i..ur., 6 1a.r••.Cr„ }•:"y0.:.!.7,i•l.•k•3n u!;..':^..}.•}.: . • .rr�! �J_I J ,,.,;.r'4,nI4 3::.ra,..•!o-tu.i•�_:i,.�•1' :"ifriaira_;..:.• ._;.�....'..i...r:........:. .Na.;..-:..,.•,}�, r^I max: i 1 h r r,..t.�;aay.di:;i:•::::..:.. 07-04-00 80,3.1/2' 3-B1,3 1/2' L LL 3300 Ibs L 3. Ibs DL 1487lbs L 14871bs SL 1176Ibs SL 1176lbs Total Horizontal Product Length=07-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Descrlption Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 .-07-04-00 40 10 15-00-00 2 Standard Load Unf.Area(psf) Left 00-00-00 07-04-00 26 10 15-00-00 3 Standard Load Unf. Area(psf) Left 00-00-00 07-04-00 15 50 06-05-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of Input must Pos.Moment 9609 ft-Ibs 59.9% 115% 7 2 1 -Internal be verified by anyone who would rely on End Shear 4202 Ibs 57.8% 115% 2 1 Left output as evidence of suitability for Total Load Defl. U505(0.163") 47:61/6 2 1 particular application.Output here based Live Load Defl. U672(0 123") 53.5% 2 1 on building code-accepted design Max Defl. 0.163" 16.3% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 8.7 Na. 0 1 products must be In accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearin Su ortS Dlm. L x Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" . 5964 Ibs .Na 64.9% Unspecified (888)234-0056 before installation. 81 Post 3-1/2"x 3-1/2" 5964 Ibs n/a 64.9% Unspecified BC CALCO,BC FRAMERS,AJSTM, ALUOIST®,BC RIM BOARDTM BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEMS,VERSA-LAMS,VERSA-RIM Column at Bearing B1 analyzed for only,column analysis has not been performed. PLUS®,VERSA-RIMS. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Notes 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 load deflection criteria. Connection Diagram ;b d� a • T• . �11t F , STR?UCTUFIAL • • NO.61 BOSTON MASS. a minimum=2" c=5-1/2" °'�s G/S E b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 JUL-07-2008 03:21 PM Zia Design & Engineering 5089461976 P. 8/ 8 � p Double 1-3/4" x 7-1/4" VERSA•LAM®2.0 3100 SP Floor Beam1F1305 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Build 91 Monday,July 07,2008 14:05 File Name: MARIANNE LYONS_JAR Job Name: MARIANNE LYONS Description: BEAM BETWEEN THE KITCHEN&ADDITION Address: 102 LIETRIM CIR Specifier: J. OLIVER City State,Zip:CENTERVILLE, MA Designer: KENNETH SADLER ASSOCIATES Customer: Company: MOZZONE LUMBER Code reports: ESR-1040 Misc: ADDATION a u'rii ey.y:::M.;.a.:y.:�.'!a'tf=ia:F r.� :{:r e..}u`:..ile:r••r::: � ''t••r: .... .r:.t'•. a.J:;.;.r'•i::.:r.-:ar::i:1:i=;i,'"^,i�k3;;i;:��::?i:ua.i:•W:,•,, .....ti, ia. :y '4 .t- .. ..I'.� , ,rr,f c.. .. .,a r: i .•. e.a .,...,:.hr:far..:._..._ ::••,::au.l::.:�"G:'a.��itiv:�.:�...,.. _ .t..f... ...�:r �:rhrzs,l .e : r415 �. - :.'� ,.n'?_�•::^'i^. ,..:,; - e.,!� _��,.�u .. .._oL.1.'� i : ..,. ..Lhrr r, a,un ........... :.. t ..'a Sri."••u ca:.u:r na>i}:i'��F64•,:.•n'r?:%::,:ar.:.:i.".iii iin::il�i:�ic:.•ai:::,t:: .a.r ...}:!.�. s..r:.ya�s.. :..;'f... ... B..a n, .1i. 8 u. I r.•;S ..•s'il,i.......,.S...r.....f!: •h...]..,n..a..b ..,t.r.:�:.::—..::�r... } _.t-:.....•,.cos A 5:...3s?..a,�.L. a,:w... 9.I�.. ..r, r .it...e e.....r.....}..•.. .....•r 1.as ur.,udil:6r.:a::In:a-.Pil'i�Lsaa:,. n .t is uJ,xu..:::Y??:r.:r.:"rh.:�rrzsa:•r^.................:. ... : ::.x. ........i?.e.'wt4�.:..•x ,.f. .. ..b-s_..iFT u. �.. .r : :... ,I;t::rxhb+.l}: p�n.•:•:a•,dx. ! c..i.,...J. .a I ,r.s :� ..rs.. .,_.:::�F�: n•. L. !�:5-:::::INJ r..N d..,..::r•n^:!I'_.:..i. :.,...:.. c...n;:.,; ."n"::in:;.;.y :s...rc,.....r; •.a,!.a:a :;:!:.: „ ...Y..'•vT.,ii'.A..... (^ H+p...{.d.ilfi..r. sr>•.b,N,T.tnAi9 :rixru a.r ..1....4::::!.....1:...;..f ,.._. ... .,..c ..x.,..........r......,.:...:.nil}.. an:: •.r' P art Ig t I w:r , 4 I hr .� :4fi• 4 t,3 i n!:.:�_i��i'li� v 13-06-00 50,3-1/2" i LL 180lbs B1 3-1/2" DL 273 Ibs ILL 180lbs SL 450 Ibs DL 273 Ibs . SL 450 ibs Total Horizontal Product Length,=13-06-00 Load Summary Live Dead . Snow Wind Roof Live Tag Description Load Type Ref, Start End 100% 90% 115% 133% 125% Trtb. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-06-00 20 10 01-04-00 2 Standard Load Unf.Area(psf) Left 00-00-00 13-06-00 15 50 01-04-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2845 ft-Ibs 29.5% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 783 Ibs 14.1% 115% 2 1 - Left output as evidence of suitability for Total Load Defl. U399(0.392") , 60.1% - 2 1, particular application.Output here based Live Load Defl. U573(0.273") 62.9% 2 1 on building code-accepted design Max Defl. 0.392" 39.2% 2 1 properties and analysis methods. Span/Depth 0.39 n 0 1 Installation of BOISE engineered wood products must be In accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dlm.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 903 Ibs n/a 9.8% Unspecified (688)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 903 Ibs n/a 9.8%' Unspecified BC CALCO,BC FRAMERO,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCI@, Cautions BOISE GLULAMT'",SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM@,VERSA-LAMO,VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed.. PLUSO,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C._ Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b ,F d—� L • � �5 D. Stg9 r�C STRUCTURAL 9 - •1 • NO.36951 BOSTON MASSG Q a minimum=2" c=3.1/4" T LNG b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 � Nm Ln ui v U w Q U N � �z �_ 6 O 9' (L CD < �O Sp pp, Q p� PROPO5ED a O ADDITION vJ w N (n O Q LOT 28 15000 S.F. PROPOSED =� g8 i, DECK A: Z' �S p \V . V BUILDING LOCATION PLAN Fop, 102 LIETRIM CIRCLE CENTERVILLE, MA PREPARED FOR °f MARIANNE LYON5 5CALE: DATE: DRAWN BY: o EN 1 = 30' 05- 1 G-2008 TMW G y JOB NUMBER: PEV15ION: 5HEET NUMBER: 1 . 07-022 CPP-.1 !q�FESSIO yUQ SUR�� WELLER A550CIATE5 'I G45 FALMOUTH RD:, SUITE 4C -- P.O. BOX 4 17 CENTERVILLE, MA 02G32 L.� G - 2 WINDY WAY, #232 .NANTUCUT,'MA 02554 TEL.: (508) 775-0735, -- FAX: (508) 775-0754 EMAIL tri5WCller@comcast.net . PROFE55IONAL ENGINEERS LAND 5u.RVEYOR5 Traverse PC T �. IC_ 1 m NJ f i o z -Nimassachuset-ts Checklist for Co pl an ( 80 C MR--,301.2.1."I Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)......................................................................:............................................110 mph V ;Wind Exposure Category................................................................................................................................B C — 1.2 APPLICABILITY Number of Stories ........................................................•••...(Fig 2)......._.................... I stories <_2 stories �! RoofPitch ..........................................................................(Fig 2)...,.......................:..._........... _ _<12:12 MeanRoof Height ..............................................................(Fig 2)................................................jZft <_33' �r BuildingWidth,W...............................................................(Fig 3).........................:...................... ft s 80' Building Length,L .................................................'_...........(Fig 3)..............................:. ZSft <-80' Building Aspect Ratio(UW) ...............................................(Fig 4)..:........................... .......�.I_s 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)...............................................(a <_6'8" 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 c to only Bolt Spacing-general..........................................(Table 4).................:.............. J� in. Bolt Spacing from endfjoint of plate ............................(Fig:5).................................... in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).................:...._..............._..........a in.>7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.a 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x'/<" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................_ft 512'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................................... Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall................(Fig 7).....................................................—ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d FloorBracing at Endwalls...................................................(Fig 9)...................................................... .......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................... Floor Sheathing Thickness.................................................(per 780 QLR Chapter 55 ............... .. in. Floor Sheathing Fastening..................................................(Table 2). d nails at o in edge in field 4.1 WALLS Wall Height \ Loadbearing walls...7....................................................(Fig 10 and Table 5).........................7--3ft <-10'. V Non-Loadbearing walls................................................(Fig 10 and Table 5).........................'Z:�ft 5201 _ Wall Stud Spacing ........................................................(Fig 10 and Table 5)....................L(oin.s 24"o.c. WallStory Offsets ........................................................(Figs 7&8)............................................—ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 4 - 7 ft 4 in. \_ Non-Loadbearing walls................................................(Table 5)..............................2xa-Z ft in. �I— Gable.End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. ft aW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................�z 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ Doubg Sja# e Lang- - . ...............(Fig 13 and Table 6 j......... —_ �s0ice t!`.?t-.le--'o._tno.vl' 16d con"t=1 on.:,?:E"af............ #.-.aNe 6 .................................... ............. \__'__..... f AWC Guide to Wood'Construction in High Wind Areas: 110 mph Wind.Zone Massachusetts Checklist for Compliance(780 CM..R 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)............. V Non-Loadbearing Wall Connections \ . Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ V Load Bearing Wall Openings(record largest opening but check all openings for compliance o Table 9) Header Spans R )........................................................ able 9 ...................._..._......... ft 3 in_511' Sin Plate Spans ........................................................(Table 9).................................. ft in.:_11' Full Height Studs (no.of studs)...................................(Table 9)...............................7........................ Non-Load Bearing Wall.Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ft . 12' \� Sill Plate Spans..................:.....................................:..(Table 9)................................... ft�in.in.512' \�I— Full height Studs(no.of studs)....................................(Table 9).........................._.............................2. ](— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W \ Nominal Height of Tallest O eni z .(p, 85 6'8" V Sheathing T note 4 ................................................. Ede Nail Spacing able 10 or note 4 if less ........................ in. Field Nail Spacing..........................................(Table 10)..........:.....:................................ in. Shear Connection(no.of 16d common nails)(Table 10).................................. ....... N Percent Full-Height Sheathing.......................(Table 10)................................ .. �% 5%Additional Sheathing for Wall with Opening>6'8'(Design Con .................. Maximum Building Dimension,L Nominal Height of Tallest Opening2......................................................................ji!n. 6'8' \/ SheathingT . . note 4 ..................................................... 1� Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ Field Nail S ................................................. Spacing ........................................(Table 11 n. ) Shear Connection(no.of 16d common nails)(Table 11)...............:............... Percent Full-Height Sheathing able 11 ..............................Z3 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding \ . Ratedfor Wind Speed?.............................................................................................................................. V_ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............. 11 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)....I..................... p3....0 If Lateral.............................................(Table 12)............................... L= If Shear...............................................(Table 12)............................. S= pif I� Ridge Strap Connections,ff collar ties not used per page 21.....(Table 13)..............................T=_pff Gable Rake Outlooker.........................................(Figure 20).............. ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................I...............U417 Ib. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 a9 d 59).................. Roof Sheathing Thickness............................................ ........................................JZ in.>_7/16 WSP Roof Sheathing Fastening...........................................(Table 2)....................................................... V Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Ba 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. i r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7116'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall'be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment r A RIC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' wgitimc FtWsON FPAM1NGUSESd MAILS ATWo.r- .1 /t u N 1/ /1 1 1/ 11 • U It M H 1/ It K m ii ii a / m to 41 t 11 O r Q a n r�i 93 ny �: IJ /t W ii it 40 i li t n t/ n OWSLE --------- ,� RAILSPACM PANtL - y See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment Assessor's .map and lot riumber �S /G1� '.:.... � i 'TIC sYlTisid' 1/1 1JaT �E iNSTALLED IN COMPLIANCE 4 WITH ARTICLE il. STATi! . Sewage Permit number vf"....,:. ...... SANITARY CODE NQ :TV= RWLATIGM z yof-TNErp T®WN :` OF BA.•R.NSTABLE i 96 BB,STADLE, �.i � s, °o O �. UIL ,I INSPECTOR i .t. 7 :4 a L ' APPLICATION':FOR PERMIT TO ............. .!............................,................................................... TYPE OF CONSTRUCTION ........�-o.!c? A.. ......... .......... ................................................................. TO THE INSPECTOR OF BUILDINGS: d The undersigned hereby applies'for a permit according to the following information: Location .........I.a....... . .!Y1...Q.,XT:0,,e................................................................................................................. . ProposedUse .... ........................................................................:...:..................................... Zoning District r^............................................Fire District ........................................:... Name of Owner :.. Q.115.:1 AN.......:...........Address Name of Builder v?PS.......Address ..../.VCa 140.tYh.. ........ Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ...................................................................Foundation Q(>.��.VA—.e...................................................... Exterior ..W.00A...................................................................Roofing ..`�S.�.R`s9.�. ....� ��nc��x5............................... Floors .............................................................Interior Heating ..................................................................................Plumbing .................................................................................. Fireplace ........................................Approximate Cost ..�1S,�).(?............................................... Definitive Plan Approved by Planning Board ________________________________19---------. Area .......,3.lo.Q. .............. 6a Diagram of Lot and Building with Dimensions Fee �` SUBJECT TO APPROVAL OF BOARD OF HEALTH. • le` 0 lo 160 . I hereby agree to conform to all the Rules and Regulations of-:the Town of Barnstable regarding the above construction. Name ..................... Clifton, Jane S. No ... ... Permit for ....add carport. to single familx dwelling 102 Lietrim Circle Location '. Centerville„ ........ wa � OwnerA.................................................................nlftn ♦ 1 1 Type of Construction frame 4 a Plot ........................ Lot ........................... ry q Permit Granted .. Date of Inspection , A "" t - Date Completed 1. ��.. .r- PERMIT REFUSED h ` ............................................................ 1941. } 9 � ^1 • y r _ fi r.+ n .......... Approved ........................................... `` ' u ... 19 ..... .............................................................. ................... ......................................................... Assessor's map and. lot number f' s Permit number . ........................ Sewage �Q�oFTNEro�o TOWN OF BAR.NSTAB�LE • Z 11MUSTULE, i "6 9 BUILDING INSPECTOR 0 MaY a APPLICATION FOR PERMIT TO ....................... ............................................................................. TYPE OF CONSTRUCTION ............u . ?.j.................................................................................................... *—I o..H.....�.5....................197-11 d TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .........�..Q., ..... 1 '.. .�.��r?�.... ..>. �� 1 '................................................................................................................. ProposedUse ....Q..:G-X S�-.S� ........................................................................................................................................... q Zoning District ........................................................................Fire District ..�.C.Y1:1�.��?.l��C............................................. Name of Owner ,,,,,,,,, W.F... ...Y1....................Address ...... .... .�f�1*1..,�............. x.......�c' ....... Name of Builder \�.....� .......Address .... .......... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ....................................................... 1 , Exterior .t.) 1....................................................................Roofing .. ��?... .`Pti�, ...... ............................... Floors .........................................Interior .................... Heating ......--Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ...... . ................................................ Definitive Plan Approved by Planning Board --------------------------------19________. Area ........ .. 4 ............... Diagram of Lot and Building with Dimensions Fee E CJ ........ SUBJECT TO APPROVAL OF BOARD OF HEALTH /oo 1601 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..................... i _ Clifton, Jane S. � No —l3ZIZ... Permit for ......44.4.d...P.AXPAT ....... ..................... Location ---.1W2..J~iet.r.im..�iJda-----. ' ........................... ............................ ` {Jvvne, .............. ................... . TyMofConstruction ...............fraMe................. --------------------------' Plot ............................ Lot ----------' � � . � Permit Granted ......—July'l�-----]9 74 . . � Date of Inspection ------------lV � ' Date Completed 19 � . ------------.. PERMIT REFUSED � ----.'.--.------------- lV � ' ^-------------------------- / ' ^----'----------------------' ' —'----^—~----~^~—'---^'—'^'----'' --'------^'-----------'-----` Approved ................................................ lA ^ ^ --------------------------' ' � , ----------------------'—^'-- ,*TNETO�♦� TOWN OF BARNSTABLE BARNSTAMILE, i M6 9�MPV DUILDI G INSPECT � �''e l , APPLICATION FOR PERMIT TO ... ............ ......� /I..... TYPE OF CONSTRUCTION .. .... ... .. ...........: ..... . .. .......... ../.. ..�� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following inf rmation: Location .L.47.....o a...... . . ......... . .......i(/.I: ........................................................................................... -4 Proposed Used!-. ............................................ ............................ . Zoning District .......R..(........................................................Fire District ... d Name of Owner` .`ill.. !�^�.....1 ... ...........Address ...............!!V....:.'. ....... k44!. .... Nameof, Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... 4 Number of Rooms /� � v �� Foundation ............. ............................................ ... ............. .0 Exterior ... .... r: ' ........ �y/V�a..................Roofing ........ .. ........ . .................................................... f� � 0 b Floors `.'.. !-AFL-..................................................................Interior .. ..:....... . . ..14...................................... Heating l.t-&. . �W � .....Plumbing ......� � . . . ....... ......................................................... ............................................................................ Fireplace ......)........................................................ () ..................Approximate Cost ........./...�..................................................... Difinitive Plan Approved by Planning Board ________________________________19________. Diagram of Lot and Building with Dimensions s_ Ld LLJ LL C n � _, wry rrn a de ro o LMCL LLJ � < 00 0r t— i t LLJ -j 4 h W , S�U 7 Z <v c LLJ �= U G Q L ¢ 2 ip ¢a ff1herce0b e to conform to all the Rules and Regulations of the Town of Barnstable regarding the above n. _ Name ....... .... ... Daoey, W1IIioao E. Jr- . � ���� V�1��� °� + "z« ^ u^o�~, ~° - , p�m otoz�r» ^ | No -�����—. Permit for ----�-'�.�.----. \ ' ............. . . --.----.- �y�~ _ . q� Location/— --'--'------'----------'' Centerville ^—~'~---'—'`—^^'--------------- �\ �iIIiam ]Q. Jr° Owner —.----------..�����r-----.. ��aomw � Type of Construction ---------.----.. | � --^'^—^^—~~^^--------'---''--'--''' { plot Lot �28 ~ ' ' ...----....—. ----------.. ' . . Parnnh Granted -- ..22.--.]9 71 ` | �^� . Date of Inspection —/,����v���.��^—.]9 �'/ . — Dote Completed ...................................... 13 i | . - PERMIT REFUSED \ ` | 1p----.._--_--...—.-----.~,' . / -..------.-----,'—..~—...-.—.--.—.. \ / ^—~~^^^'`-~'``^'—'~^-^''-'--'—^'---'—'---'' -,,.-.--..--._---~.--..,^..-...^.---_..' —..,.--...--,-.—.—.—.—._—.--..—.--..-' ` \ Approved ~__------------.- lV ` / ^ --...----.--------------.—.—.—.. � . . . . ` ----------------------^^^'—^' K 4 - ° V o ♦jIMPORTANT Q `°nc`ea�"°° UPGRADE REQUIRED q o STATE BUILDING CODE REQUIRES THE UPGRADING OF ty SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED" INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL o" SATISFY THIS REQUIREMENT.PERMIT DOES FfOT T a- o Ce'-10 f/4', f %/4,, m� H x r ---------- 'A1 L S SMOKE DETECTORS REVIEWED __v,. ,_ a 1 c 0 1 ;F'fi L 4,, L _ 8"x 4'_Q".ono#ubsm/py{ao#40 i'n --------- _____ _J L _� fi i 1L� l) Pourod conu-s#sdack I fl I '"� 1 I- TQ3T L B ILDING DEPT. DATE - psr ' i 1 Z E I ... .. s I %"Pour«l conrr sls slab I I� _ w L l\ �'% w/Pbarms�h9 enders 74i1 j- �` A.darsnm�2 of 7 � � � < V1 FIRE DEPARTMENT DATE P.,n�wfounda#ion+ooldw/4ua fly �parbnrrwr. 2'-a rr4"x,r' •4x fO rsbar ins.&II.J n#e •' t I I I• w �. SL 0 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING aldfaonda+bn and�ursd in+a na ;; ;• i ; l �smovs sxw.k inybulkhsad founda+on i _ � and claims w�+h Gi-N'�.sas.al wall wr+h - II I: '. 7Lff.N.f7rym fo unda+an csabr. I I r - j V O l-___-' _ _ _J , _ - uj 7 CARBON MDEALARMS n+ founda zw+mgwall O opeu+eaners+s t I a"xa'O"poursdeonersFs{ounda+an I .I - Q _J +ian xcava+ion and bury. I I I I j �b.+an fG'x't i"son+nuou.concrs#s I p MUST BE INSTALLED PERVIIWU ;; I feu# w/s/e"„ r o"an�har bat+ I : 1w/'x%"x r 4" +ssl pla+s wachord I - 0 7 L o.a wnd a'fiam tip sack. I I: :I "r - i I - MASSACHUSETTS BUILDING CODE -.-- ' I: .I 9"Po urad concrs#s cbb� , �- 1 y�1. - 9 � - J'•. .. - 'I w/Pibsrmsohm and a m MiT n .. p ily vapor barrior. _ I r,i c 4-. ' °.. Pin nswfounda#vn#o old w/4sa. 3- •4 x f C'mbar pn.drilisd in#o ofdfounda#ion ^.w� 4"Pa u ur l a or barrio. I I 6-i-I R�� dconcrsF slab I I N , .hm nd a ra Ml I Pin—wfounda+ian4001d-w/4sa. I I f V4 maa#anafdl 1 I p I �,. R;- �4xf0"rcb ar pint drilsd in+o ._�. old founds+ion and Poured nio nsw. I. J - - x - 4 I I ...d r-_J ❑up T. P. ra"®door _—_--_ i Poured con crs#s ---------- L ------------ c ------ ' J he,Ia: fi4" f'-o' vova S 0 J ox Q C! gLezm$ \\ � •rr � SL 9L 91 . DRR V11N6 TYPE: Falindsk'enplan SHEET NNUM$ER: A /1 O© rz IZ>— , I y m I Q 1 ter— s— T = 1p T d C.pyrlght-2000 bg Kenneth Sadler Aaaoclatee: m 0 f 4 cca a��3 j } ob c,, e o o ra F'ROJEGT: Fam'ifyrcnm, Z T Z o ncY s, n pi ea d P��f9 # � 7 5 9 f�edreon,f araee Addia'ion for: DRAwN 5Y: ff � n c •a.' I - _ �f �-► N e ��oN� % REVISIONS: IL2nne+Il Sadler Asso6ia+a' ' LOCATION: .Ic... " � '� Preliminary pesi9ns 4/2 1/08 fvfe°Plu I p ,5 .nal bullding de lgn�evisedpesiyns 4/2 a/of3 ( O 2 L'iei'r'im G'irGle a a ah h Oe r COn1tt18YGlel YCSIQCl1CI0l ,5cs u - ' GCL-�.hC reaCGv.s�plit ��['IC Le; y�E , f 0� i •rer ' I 1 =-rer — I r vz y :-s' I - S j M �� I - i .,. _ - rP ..err 'rG I r..:G'-i-a�e .'a'-9 i.•a^ _ ,.. I \\ I I 0 0 [Y y , �� ♦ r r1 .,_:r. 1ao.;, I 'rlT �I I rf � � I"� ,°' r.. rl;e, ..4.-9.i.�" .� ->o r yt " CeS1M Tar ? � t --------------- - 3 _ - - s -�1 r L n _ C n p . w, �.T I. _ d Lapyhight 02000 by Kenn t eedler A69oGletes� - ,r c c m A m A Ps ry F _ FROJEGT: F'Amilrroom; fed oen, traeaddfn for: DRAWN 5,-: . 1\F Z �-APLE�Jam. c P �c- �f �INNE ^rgne- n rn REV15101,15: - :I�enne}h�ad�er/SassaGia}ey LOGATION: =-ao o - preliminary pe--signs 4 12 1/08 ...� - prafesslenal bullding de ign devised pesiyns 4/2 9/08 .. - I I� 2 Lie}rim GirGie ,m' -commercial residentialir - c c r� �1 1 -lfro � T R � Q N." o $ P 71 b<11 � 3 F } 3 0 ' 3 - N c � - A L Ma•hch eyl..f-inq la•I'e 0 a u r- s.TW'3 a �I 4:r 2 5 �+tr e •, - r r f S p p T o fi a A �M ? A A p 7 a a } S G� A U0 n n _ s 3Ns o � 1 c o } p a F fA w W _ ! o 1 Mw+ch exit4;nq {n+e he.)hM -a - A W s r 010 18 t y SY. ciamw - 0 o fl gmmmftdwAjsmlxtm m A Thatielram,wea2wbproteOedundwf=ed»ral PROJECT: Pami1yroom,Pedroon,gara4e,Alddi¢ion for- flRAwN$Y: y GopynghtLaw',Theomglnap.mhaseroftI1s Momp 75� YENN THh LE�J �y -i C SL � plan is ou th-fteA to cena t.n t o,le itw o l§ y- Z 9 9 Z one home wing Us plaLMoalh on catl or � ' Profazsional alyding llesignsr�f P rwseIs rohltAted Mthoutexg asswrltffin }.w►x. I A i' ��/7�I� � � � � parmisslon of the teslner. , 1}��•+r'['`4N v'`{ - O A k•f m _--t -. r - MyAiacrepanc:ea,er,waanA/o,om a ona fi fi P-nne.+ VoAor Ae, ,_,GIR•f-cS LOCATION: :n tFa nctap A;manarona.anA,a, y Arawinga cantameA on tMaeAxumenta REVISIONS: o--_ ,nm be b,oeyht tothe�tteneoaa • prelimins,ry❑esigns A/2 f/oB - - - .the aaaigna.pna tathe�ommenaement O :prof essi4n el bu ildin g design ' Gl a of roeat.eeI a.v,aseaAmg u;th �eJsedl?esigns -4/2-i/o6 .._.. .,_..;_._i.__. anetre�sonean�t+��ta,taaaccaptanca i Ir commercial-residen tial"` ofShe�eAocumanteanAany �eviaedpesigns �/r o/oa -_ : : : : Genfarville,"A P.O.•Baxll+4"Ill y annis,MA o 2601.50&T40.9427 become�thereepm byityof tAe ne ----Gapeco AaokS aAesigvcom•wwwksade5i�.com - - builAing contractor. ra x ? t u S x .s L } W 0 6 p P m S } P i N � P � 6 s — a n S Q o ° n U yy P 01 r — A — , � N 9 f .8 d d k u a s n , N �7 upyrfOt,�aoaug fr�wua�arna�ocuw OPAW N BY: m A rnesepla„sa-epYowted„..IVFederaI v FROJEGT: familyroom, Pedroon,44rageAddition for: p GopydgntLaws.The origin apurcnaserofthis Flom , 55 T-H2AVLEr-- °„I 11. plan is authorized to constructone and only - one homewing this plat MOAlflcatk,nor - R'ofessional EUilding IleSigter reuselsprohiNted UAtnouteXp—swrltten �1 � pfirmlesl0„of the LlBelgnfir. t ' f" N'\ �� to m T - nny Aiacrepanc iea err wa,nA/or amieeiona 4 A rn i LOCATION: theno eqd REVISK7N5: 1��nn&kh Adler Asso6i,% s ? 'ing—mg d-ti...,naor Arawin t tontheee dceumente ehalbe brought tathe att ention A .... (� prel'im'Ina�ry l�esie�ns A/2 I/08 _- r4fessiPn AI bu clin QCSS ft ._ _ the neeigne.prior to the�emmen�ement ' �evlsedf9esiym A/Z�J/Ob ------. ...--+----p . ( 2 �' m G- le - eon,t; r�ent�iii ie�tne�c�ePi�nee 9 9 O die ev'ged omnercial resicientinl"' 1?esi9rvs�/f o/oe i '• . , . : : : Gen1•erville,MA aftMaedncuDeate,na,ny P.O.BOX 1144•Nyannls,MA 02601-BO&T40.9422 A�Ybeeamethe reepmefbility of the 0e - -f--GapecodeaKsedesl jl.GOm•WWWY.58d as g'I.GOm - - bui�ng con tractor. . X t I - ---------- r----------- w I t I — 1. 1 r----------- r7 I I ------------- I e 1 d s@ I I 9 p i i 1 .1 I 1 11, 6Y LJ--------- r .- -_______ LI e -1 1 I L------------- ------------r� 1 I ;- - t i i � 1 I • Z I I •, 1 it.. ,fmmOO .. El ------------ , i41 1 --- ------ I I r 1 ------------ + _ LJ. CAPYW...O.VXOMMleddlir xver.. ' ., - - i7PAVN1433Y:- - $ _ A rne56 aansaeprotacted nnaer Pe oral FROJEC7: fzAmilyroom, Podroon, !�{Ar Atje Addition for: •m '6 C-11lght Laws.The orlglna purchaser of tH5 .Flom 1.,755 - f.. I NN�TN UJ LEA J •plan is aufiorizW to construct one andonly r on.Y10111B WIng thb pldl.MOd1fp-vOn or F}-O{BSSlolifll'E9lI dInLf D851 g16 ` !•Y' C fj (� reusel5proM1171ted ul thout express written x t.•+ I�N �+ �/ 1 _ A ,. R 3 ,h per'misslono{the Lesigner.' 1 /• A.T tom,' f� PY'[ e 1— e51N� lVl r f 11 - 1.. i LOVT 1101•: y A the otea A menarom/ A ^ O A m , 1�enne$h�aellerAssOGlal�s m e ntamaAwntneaeA tee O FZEVIS rJNS: t F'relim:naryt�esiens A/2.I/OB nib b fhtt th tt........ e^ra._ `'prpfess'svnel bu'slding des'sgn DT tp 2-tot h eeA nyw:th �.ev'1sedrJes"igns.fif2 9/08 --'•--- -.._.i_,:..: _ _ n �t:on�anet:tateethQae�eptance to commercial•resicntlal" rl t TtM1eae AacumenteanA y IMM irGle, �ev�edr�eg'q y/r o/oa Gen¢erville,h anA;n am:>e: �.P08ax 1149-Nyannls,MAo3601•50A-i409422 - - - become thereep=iliiyafth..00 n^ --i----i---capeco Aa0k5ade51 jl Gam•wwwk56A65igt,Gom --„---i-- building contractor.