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0128 LAKEVIEW DRIVE
IIlIIIl Parcel Lookup Page 1 of 1 `� ip t °. •jt Y� w "' S 4 P 4"C ",y+'„ y'y/ 'jry °j,k T '� a q`5ysy� Logged In As: Parcel Lookup Friday, Augu ' Road Lookup Condo Lookup Multiple Address Lookup Reports Search Options Street Search By !, Street# 128 j Street LAKEV �r Name _..... Village All Villages <Prev Next> Page 1 of 1 Rows/Page Parcel Location Owner Village Index Map 214=044=T 00—_128 LAKEVIEW'DR1VE—_EALKSON L1:. A_R—U.IU.ICHAEL Dom_ C.EN) 0861 21404 214-044-W00 128 LAKEVIEW DRIVE FALKSON, LISA R& MICHAEL D WB 0861. 21404 t http://issol/intranet/propdata/lookup.aspx 8/14/2009 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION (� �T e(k f] i r^r n e at STI Map of Parcel y I �' ` " `'i ` � Application Health Division r j : Date Issued s� Conservation Division Application Fee aJ Planning Dept. „,�._ �'� Permit Fee • �6 Date Definitive Plan Approved by Planning Board ` a � f Historic - OKH _ Preservation/ Hyannis PR �I?roject.Street-Adrdr3ess' COwner-,, l �S Address Telex phone g R o l — l d D 6 Permit-Request r'I t S K f:4, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ll roject,-Valuation A0 001b Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new' size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - - - 'APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - ► " ` �C S� Telephone-Number 7 S�^�o '�� a� CAdd'ess "''I ,rt-/Ley� �v License# Home Improvement Contractor# Email.._ I C-VAA-C) For,r, 6 • C Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO $LGNATURE _.DATE b" / /e / a ' %L FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL- FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 7Ti-e Corr moyriveafth ojf?f assadjusetts. Deparaffelrt of Ind.rsfridAcdderr& l3f%c a ' tvstFgatErrrrs _ 600 Washington 1131treet 402111 . Workers' Cumpensafimn Iusura:uce AflidaviL Bm1dei-JC+antradarsMect icmns/Phanhers Applicant Infai-mat on Ptease Print Le�bTy Id�sslDiganmhtsnfLn ��}.: ///1�((L ,`�7�5�-/ -• ' rta '141�euk Are you an employer?Checkthe appropriate btu; Type e of (required): ro . c I ara a general contractor and I p - I_El I am a employer veith * ❑ . g 6. ❑New constmctim employew(fuR andlor parwime have lureti the sub 2.❑' I am a sole proprietor orpartner- listed onthe attached sheet:. 7. ❑Renaodeaing These sub-contractors haye strip andhaveno employees • 8.,❑17emalitiou - -wod-in4b foxmm in any c employees andhatie workers' capacity. \ 9. ❑B,uildiag add;tiau. INN wodmw camp.irasur•ante comp.insuranice-�1 rexl=ed] 5. ❑ We are a-corpmationand its lO_❑Eleetrical repairs or adtrstions 3 I am a homeowner doing all work offacm have m=cised tht� 1L❑Plumbingrepairs ar additions. rxrysel£Ii�To tivtarlcess'camg. il#t of exemption per 14I GL° 12.❑RDofrepaiss izm nce retired-1 i c.152,§1(4k and we hwe na employees.(to workers' 13.❑Other comp.iam required- ] -]i •Anywucmt&atchedeshax#1 must alsofllonttheseeHoab9awstrmsing&jrWMiers'compensafiaapaIicpiaforms'r'iaL Sam muenwho submit dais Ada«hid=ting as�4 d=lin outside coat Worsnmct submit a near aMdazst indica ,such_. FCoatraciois-&12 eheclri1iis boat must sttac�as additinnal'sheet sboticmg fl�evaiu�e of the snlrcomtiso6o-s zad state wfiethes ar not use eahhesha��. 9 ees.Iftbesubtaatoictneslu�e�o] - Ma aF_ts,they=ntp& erw orken'tmP•Pa 'number. lam all.eutplaj-vr that is pral7dvig,workers'cangmwsrrdan h airance,for nzy enrpLcya . ,Below is fire policy andiab site hi f ornaliom Insurance CompanyName: "Poliicy.4 or Self-ins.Litz_4 KxpimtiouDate: Job Tit--Address- CO/Staf drv: A fach a copy of the workere compensationpolicydeclaration page(showing the policy number and expiration date). Failnre to secure coverage as requiredunder Section 25A of MGL a 152 can lead to the imposition of criminal pent% s of a fine up tc,$1,SaaOO andfor one-yearimpxisoniiieut,as ure11 as civil penalties•im i ie form of a STOP WORK ORDERand a fine of up to$250.00 a day agaimt the violator. Be adiised tha y of this sWementxnaybe forwarded to the Office of brve.stsgatioms o€ihe DIA for ins ce coverage v art- I afa hereby c •_ r r tilt 'r andrpsr s o:fprduo�that fJte info rma€m prm-L&d a Bove is bars and correct Sitature_ Phone 47 Official use onfy°. Da not write in this area,ter be rornpfeted by city or tonsil ofjrciaL. . City or To=: PermitfLicense 4 Issuing Authority(circle once): L Board of Health 2.Building Deparbuent 3.CiglTown Clerk d..Electrical hmpeettar S.Plumbrg Inspector 6.Otltw Contact Person: Phone#: — — — -- - 6 armatian and lastrucfiffns Massaah-metis General LMWS chaptEr 152 reggaes all empIoyers to provide workers'C=PM--&on for their employees. P=saanttD thJs Vie,an employee is defined as";everpPersonin.fhe service of another Under any cOntmd of hire, express or implied,'oral or wrhmf a associative,corpor�on or other Iegal entity,Or any two or more An rsr player is defined as"an mdividIIal,PTp, of the foregoing engage•m a Joint eot pause,and including the legal Feprese�atives of a deceased employer,or the receiver or izvstee of an inchaiduml,partneshiP, association or otherIegal entity,employing empmYeeg- However the owner•of a dweIImg house having not more than tb=apartments andwho resides$herein,our the ocC¢pant of the- dwelliag house of another who employsem e perss to do mahtmm ,cons't cuct]AIl or repair work on such dwDD'ng pause or on.the grounds or bnildng appmtenaofthereto shall not bmanse of such emplaymmtbe deemed to be an.employer." MGL chapter 152,§25C(t7 also st d=that¢every sfzte or to raI ficeuxsmg age>tcy Shan withhold$e issuance or renewal of a license or permit to operate a business or to construct bwlffings in the eommOnwe2Ith for any applicant• rho has notprod'aced acmptabble evidence of compH=ce Wn the iasur=ce coveragerequir-ecif Additionally,MGL chapter 152,§25(�M states aNeither the cow cmw-eallh nor;�iiy of its political subdivisions shall enter min any contract fartheperFormance ofpublio work=3bI acceptable evidence of compliance:vrrtfi the iiJsurance • re�reraeats of this chapter have been presented in the confraOtmg.ar>tTio�.ty. . AppIicart(s Please fill oiot the workers'co=Teasation affidavit completely,by che&l the boxes that apply to your situation and,if necessary,supply sub-coniractor(s)nane(s), addresses)and phone n=b er(s) al Ong with�n cerf acete(s other than the MM-1mce. LmmitedLiabMfy COM.panies(LLQ orL�ite-dLiabfiityParinersbip (LIP) Y members or partners,are not Mgim:ed to c=Y woriccss''Pensation.m sarmce If an LLC or LLP does have . employees,apolicyisreq>�ed. Beadvised that this affida.Yit maybe snbmiffedto the Depa-imentofIndustrial Accidents for confirmation of fi3m=ce coverage Also be sure to..sign and datea-5 affidaviteffi Th adavit should the application for the emit or license is being requested,not tiie D r-pa tnent of be•retmned to the city ortownth apP p in obiam a.workers' Tod oriel A.0cideais. S`bonldyou have any questions regardmg the Iaw or ifyou are req�ed compemsationpoliey,please call the Department atthen=.bmlistedbedow: Self-incuredcranPanie's should mLX.1heir self-iusm ice license number on the appropriain line. City or Town Of idars t bom PleasebescamthattheaffidavitisCOMPIeteandpr tedlegmIy. TheDeparimeot has provided aspa Che f of the affidavit for you to fill Out in the event the Office o f7nvesiigatinns has to confiactyoII regazdmg applicant Please be sure to fill in the peE iO / cease number which.will be used as a reference n=ber.In addition,sn applicant that must sabmit m e ultipl p ennWHcense applit;stions in any given year,need only sobmit one affidavit indicating cra=ent should.write"all locations or policy infum3ation(if•necessary)and umder fob S&e Address the applicant,h town) A copy oft ben officially stamped armarkedbyAhe city Or town maybe provided to the applicant as proof that a valid affidavit is on file for frdm: peumzts or licenses. A u6w affidavit must be:tilled Olt esa r�l year. here:a home owner or citi m is obtaining a license or permit not related in any business or commercial T vie a dog license or permit to bm m.Ieaves eta.)said person is NOT regmred to complete this affidavit The Office oflnv n�wouilclhlmto diankyouma&mceforyom mope� dionan sbonldyonhave anyqumlions, please do not hesitat,to give u]S a ca]l. The Department's address,telephone and fax n=ber: 1 Tht Camcmw a th-of hfksmahlist s . I�egaztmr�Qf 1adu�cial A�ci{l�ni� • . �4�asfian Size Beaus lA E 1 I I Tel.4 FI 7-' -494O=t*96 or 1477 MA&�AM Fax#617-72'-7M Ravised424-07 WW masF.IgpTldia Town of Barnstable Regulatory Services oFt T°iyti Richard V.'Scali,Director Building Division seRivs'rnsre Paul Roma,Building Commissioner � . ��� 200 Main Street, Hyannis,MA 02601�fD www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 / HOMEOWNER LICENSE EXEMPTION Please Print �TE.y.—f— JOB LOCAT' IO _� �Ati"' C/ 'rI✓�1 . � �� number street, village MEo.- W --' W J, -11LS 1 g`01 Cbak name home phone# work phone# URRENTIvIAI TNG_ADDRESS: + city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official;that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned`homeowner"cc tifi s that he/she understands the Town of Barnstable Building.Deparhment minimum inspection procedures and rcXements andthat he/she will comply with said procedures and requirements. Signature 0 Om __er__ _j - Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot + proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. ,To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands'the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in ' your community. Q:\WPFILES\FORMS\building permit formsUTRESS.doc 06/20/16 Town of Barnstable Regulatory Services RAWM. g rY +�. • - A �, Richard V. Scali,Director s6 39� � .1 ` -Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 Property Pro Owner Must' .. Complete and Sign This Section If Using A Builder;- as er of the subject property hereby authorize to act on my behalf, in all matters relative to work authoriz d by this buil ' g permit application for: (Address of b **Pool fences and alarms are the res ons' ility of the applicant Pools are not to be filled or utilized be re fenc installed and all final inspections are performed and cepted. Signature of Owner Signature of Applicant Print Name Print Name Date t Q:F0RMS:0WNERPERh0SI0NPWLS G � � LA i �vPf ~� t I-M G I f'�ltf, J107 979VISNm go �r'�'01 v e --+..^^rc-Y r�ra^T7"r�;^,Ir^,ry-;r,^ra.� p, y� ��^�••�r l/4W W !�""�,p� 4 HE CL � � r"" " 'vJ..�tJ�alyJS�',�•P„IANBJ,.. o � ' " � y� f`(�•�, C�.r►A�NM 1'.1LLTAr4,� ""'»^�e'�j' s .. , ED IL A�4Z., ........ .s ...^. ass �• N" �a _� 1..�111I. i'" .�DJJLNI 'r'awu airdc�tJ11w'>.M:hhw1 1A yiaaes arou 4wd.4p+6.%-Q.'dL'M1uV A � ' , Nu ' Aeft 9 Yh �..641Gw ,. y4: .�.. Wyo",�s;,--. r 'Y'" ,�y� + i.�. �; r. •r y` .....,...«-.��.. .. ,�," w� .�.�..r'�"..�".2�'..J� i ',".I �P��.,.�'. �.r-�l.'L.I,,:Ji'h9'�''tJ fil�!t..l'�! +'�11M4A..iG+1•°i..Wk�',�'.'J 11�`tt�aata :Pwibt w. N'V.'4�a.wrVG9 EjPPIe,lPvho n W.� N.P.A,�.►m' 6 uA©S M,wo63?Sd1SN� M,�1G.1{nt:lAf:i4Ye... �1..►�p EXHIBIT A (TO BE ATTACHED) i r , q . i i r ,r'1.2bw—F=2 FIK4L FORAl SRC-Care Orchestrator Sen ice Agreement-032017 �C/4 Y VQ :;U LAKEVIEW A ENbE 166. 54, GARAGE -N- (y) N Lo ti n o 44' 70 - w m RES. U/C Z LO � n 1k 3 o APPROX. co °N SEPTIC ") LOCATION O � O � �• N ru 3 3 46837. 61 SF+\ co LO 1 . 121 AC+\- n ev H Co co ca c' \\S SHQFq�S WEGIUAOUET �1Q9 MICH/�EL LAKE 60 \ss•• o s. fi \\� No. 37560 \ lqN 6ss\o CERTIFIED PLOT PLAN \\ °SUR�EI 0 PREPARED FOR: MICHAEL & LISA FALKSON LADUE LAND SURVEYING LOCUS: 128 LAKEVIEW AVENUE; CENTERVILLE, MA MICHAEL S. LADUE, P. L. S. DATE: 4/14/09 51 CAPTAIN 'S VILLAGE LANE SCALE: 1"= 40 ' BREWSTER, MA 02631 I HEREBY _CERTIFY THAT THE STRUCTURES SHOWN 508-896-6707 ON THIS PLAN EXIST ON THE GROUND AS SHOWN HEREON. I Town of Barnstable BuildingDepartment - 200 Main Street.' BAMSTABLE, * Hyannis, MA 02601 MASS. ME 1639. , (508) 862-4038 f Occu anc COW o •4 Application Number: 200806514 CO Number:. 20100151 Parcel ID: 214044TOO CO Issue Date 10/15/1.0 Location: 128 LAKEVIEW DRIVE Zoning Classification: SPLIT ZONING Proposed Use:,. : SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: E.J. JAXTIMER; BUILDER, INC. Permit Type: RC00 f { 'CERTIFICATE OF OCCUPANCY RES Comments: B,/Idiirg Department Signature Date Signed TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION„ Map Parcel, 04110 Application # Health",Divis on Date Issued Conservation.Division + ; Application Planning Dept. ; Perrmit Fee z �' Date Definitive a e D e nitive Plan Approved by Planning Board Historic - OKH — Preservation/Hyannis Project Street Address a f Village 016 ISF-.,V I LL e Owner MC40 t U% Address' 1ex) e m k yl Telephone Permit Request (I wmer 510 E o EX 'sr7 U Cn GCS 6 I N5 T�tZt, PKL.L Pe UN (Jn0 M ,. uEm-e Mau A�j ryeT,-w► P??M &#I R6 4— Square feet: 1 st floor: existing proposed 1k(W4 2nd floor: existing proposed lot?- Total new ';Lq? Zoning District Flood Plain e Groundwater Overlay qProject Valuation 40,000 Construction Type Oa 4 Q Lot Size Grandfathered" ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Cr Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes Er o On Old King's Highway: ❑Yes ❑ No Basement Type: O'full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas . ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ill Imo,{-n At, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name J JA'rn rn , `i3it 1 EL4 Telephone Number Address '>`ZJ b*w L" License # 00.30 J 1 fy1"1 Nc(5 , W 6260 1 Home Improvement Contractor# 10 �a q Worker's Compensation # 2= O d-O /R601 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5 SIGNATURE DATE 'LO De) FOR OFFICIAL USE ONLY ti APPLICATION# DATE ISSUED MAP/PARCEL N0. .. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ` FOUNDATION =f FRAME 51+Exn4:9tJ(-- 3 Z.y oq to ho /o.9 ,W v) . 4 INSULATION ol2� FIREPLACE ELECTRICAL: ROUGH 'FINAL PLUMBING: ROUGH FINAL ti GAS: ROUGH FINAL t s FINAL BUILDING v q Z,311e e DATE CLOSED OUT S I ASSOCIATION PLAN NO. I if Department of Industrial Accidents , Office of Investigations 600 Washington Street Boston, AM 02111 �'� s•'� www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers 4:pplicant Information Please Print Legibly ame (Business/organization/irdividual): address: ( � �ity/State/Zip: fib r a t s WTI � � 1 Phone #: -- re you an employer? Check the-appropriate bog:. Type of project(required).- am a employer with 3C7 . 4. ❑ I am a general contractor and I 6 ❑New construction employees(full and/or part-time).* have hired the sub-contractors ❑_I-am a sole-propriet'D--L Qt-p er-.............._.11=steel on the_attached_sheet 7. ❑ Remodeling s -- rThesesub-contractor have 8. ❑.Demolonhip andhave-noplo3ees working forme in any capacity. workers' comp. insurance. 9• ❑ Building addition [No workers' comp. insurance 5.. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their eP . I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or,additions myself. [No workers' comp._ c. 152,§1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13 ❑ Other ±y applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information- .)meowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. ntractws that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'camp.policy information. an an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site brmation. ' 9arance Company Name: C 1.cY.#or Self-ins.Lic. #: 1,4 IN JJj ��] Expiration Date: . 0/ (�J Site Address:_1 ev I ax) -Do )o City/State/Zip: _ov An�(/'(// .ach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). lure to secure.coverage-as.required.under Section 25A of MGL.c.�15.2 can lead to the imposition of criminal penalties of a 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:. ip to$250.00.a day against the violator. Be advised that a copy of!his statement maybe forwarded to!he Office of -estigations of the DIA for insurance coverage verification. v hereby certi. r the pains of perjury that the information provided above is true and correct afore: Dater Me#: 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#.: Date: 2/20/20.08 Time: 4.04 PM TO: @ 9,15087754909 Page: 002 Client#:2093 2JAXTIMEREJ Aloft& CERTIFICATE of LIABILITY INSURANCE DDA-M(2MI=DWW, PRooucet THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER_THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 9731yanough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED mmIREtA: Acadia Insurance E_J_Jaxtimer Builder, Inc. Naname. Fireman's Companies Ernest J.&Marie T.Jaxtimer INSURER c: 48 Rosary Lane Ifs D: Hyannis,MA 02601 INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED.O R MAY PERTAIN.THE INSURANCE AFFORDED BYTHE POLICES DESCRIBED HIRREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POUCES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED.BY PAID CLAIMS. LTR' TYPE OF BAKE POLICY NUMBS t POLICY EFFECTM !�Y EXPIRATION A GEAIERAL LIABERY CPA010264814 01101108 01/01/09 EACH OCCURRENCE, $1000 000 X` COMMERCIAL GENERAL LIABQJTY DAMAGE TO RBRTID $250,000 a E- 1CLAM:MADE 1.fl°OCCUR' PENAL-&ADV INJURY $1000 000 GENERAL AGGREGATE 22,4)0,000 GEML AGGREGATELIMIT APPIJES PER PRODUCTS-cOMP10P AGG $ 000 000 POLICY � F LOC B AuTDmo86ELIABLITY MAA0103951"4 01/01108 01/01109 S14GLE LIMIT $1,000,000 ANYAUTO ALL OWNED AUTOS BODILY fIR,1LIR1' $ X SCHEDULEDAUTOS (P-P—) X HSREDAUTOS BODILY%JURY $ X NOWIXINED AUTOS - (P ;) . (P acdd-t)PRDPERTYDAMAGE $ 7rgoex LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO CnHERTHAN EA ACC $ AUTO ONLY- AGG $ A EXCESSAIIIII13RELIALMSUM CUA010264914 01101108 01/01109 EACH OCCURRENCE $2 000 000 _X1 OCCUR ❑CLAIMS MAC AGOEGATE s2,000,000 DEDUCTIBLE $ X RETENTION $0 $ A waRKm compeNmmaw AHD WCAU20455011 01/01/08 011o1lo9 wCST^Tu °T" EMPLOYE RT LIABILITY �, ETORIPARTtNEWEXECUrNE ELEAt7tACGDBNT $SOo,ODO OFFlCEUME6SER EXLILIOID7 NO EL DI! -ASE-EA EMPLOYEE $500 000 SPELaAL PROVISIOWS below - E.L DISEASE-POLICY LIMIT s500 0W. OTHER OF OPERATIONS I LOCATIONS IVHHICLES/EXCLUSIONS ADDED BYENDORI! ISPEGALPROVOONS Certificate holder is named additional insured for general liability. E.J.and Marie Jaxtimer are included under the workers compensation policy. Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION swmD ANY oFTHE ABOVE DEScmm POLICIES BE CANCELLED BEFORE THE movATIOI Town ofBamstable DATETHEREOF.Twssumse15Umvm.LEmoEAVORTOMAG to DAYSWRirrm 200 Main Street HOnCE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FALURE TO DO SO SHALL Hyannis,MA 02601 IMPOSENGOBLIGATIONOR LRABI VI Y OF ANY MID UPON THE INSURER rrS AGENTS OR REPRE SENrATNES. AITHORIZIEDS34MMUrATIVE ACORD 25 RMV08)1 of 2 #S50995/M50595 LS1 0 ACORD CORPORATION 1988 NOV-21-2002 05 :54 AM P. 01 ' c rick luml�in €y r"]eatin�, Inc- " ` : Invoice Kevin � � � � 11 Cocheset Path 3821 West Yarmouth,MA 02673 A 508-778-4556 ��r Date Bill To w (ji' ;5IO 11/20/2008 E.J.jaxtimer wilder 48 Rosary La,. Terms Hyannis,MA 02601 Due on receipt Quanti— Description Rate Amount t This is not an invoice,no payment Is required.Note<that.aae shave Comp►ew 0.00 0•0 winterization aril dlaa6nnect of the armting we0 pump system us the basement supplying-the-house water system.,Note that we have not disconnected the line from ' the outdoor well twt only have vdnWized the system. ,lots Location: 127 Lakewlew Cr. Centerville,MA Thank you for your business. Please remit payment upon receipt. Total $0.00 Btu 19745 Ps 197 041107 06.-17-20 15 a 12:00p QUITCLAIM DEED 2 81 0C -3 P H 2, i 7 We,Debra-L.Finn of 16 Standish Road,Wayland,Massachusetts and Laura L.Barone of Hopkinton,.Massachusetts,.as--TmAees-of the 128 Lakeview Drive Realty Trust u/d/t dated Au gust 3,2003==I`�I for consideration of One Million Two Hundred Thousand($1,200,000.00) Dollars grant to Lisa R.Falkson and Michael D.Falkson, of 11 Bubbling Brook Road,Walpole, Massachusetts,husband and wife, as tenants by the entirety with Quitclaim Covenants The land with the buildings thereon situated on Wequaquet Lake in that part of said Barnstable known as Centerville bounded and described as follows: Beginning at a cement marker at the Northwest corner of the granted premises near the garage and running Q EASTERLY by the road to a cement marker at the Northeast corner of the granted premises at land now or formerly of Margaret Mack, One Hundred Sixty-Six and 62/100(166.62)feet more or less;thence turning and running W SOUTHERLY by cement markers and by said land now or formerly of Margaret Mack;Two Hundred Sixty(260.00) feet,more or less to , Wequaquet Lake;thence turning and tannin d g. � J WESTERLY by said Lake to land now or formerly of Frank M.Ewer, One Hundred Seventy-Five and 52/100(175.52)feet more or less to Wequaquet Lake; thence turning and running NORTHERLY by said land now or formerly of Frank M.Ewer,Three Hundred Thirty and 17/100(330.17)feet more or less to the point of beginning. - Said premises are conveyed subject to all restrictions,easements and other encumbrances ofrtcoTd if any there be. t1ASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS . For grantors' signatures see next page affixed hereto Date: 06-17-2005 D 12:00vm Ctli: 864 DocAv: 41107 Fee: $4►104.00 Cons: $1r200►000.00 - BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 46-17-2005 0 12:OOam Ctig: 864 Doc'v: 41107 Fee: $2036.0O Cons: $1r200000.00 Bk 19945 Pg 198 #41107 All rights of homestead and other interests are also released, For title see Deed of Debra L.Finn and Laura L.Barone Trustees of the Ludwig Realty Trust u/dh dated June 3, 1983 recorded with Barnstable Registry of Deeds at Book 3690 Page 152, said Deed being dated August 3,.2003 and recorded with Barnstable Registry of Deeds Book17426,Pagel03 Executed under seal this /D day of June,2005 Q- P Debra L.Finn,as Trustee and not individually L.B ne,as Trustee and not individually COMMONWEALTH OF MASSACHUSETTS County of Middlesex Ss. On this—/00 day of June 2005,before me,the undersigned notary public,personally appeared the above named Debra L.Finn and Laura L.Barone,Trustees as aforesaid, who proved to me through satisfactory evidence of identification,which were Massachusetts driver's licenses,to be the persons whose name IV' on the preceding deed,and acknowledged to me that they signed it voluntarily for,' purpo . otary Public My commission expires: DIANE M.SAAPJ N-Manz Public MY Commission Expires April i z 2ov • x I Board V. ul m e ula�o ns an tan ar s g g One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvemer"tractor Registration . - _ Registration: 110609 .: Type: Private Corporation --�;W Lg Expiration:.; 11/3/2010 Tr# 276582 E J JAXTIMER, BUILDER, INC ^� w ERNEST JAXTIMER --� p --� 48 ROSARY LN - ry� , HYANNIS, MA 02601r - -° Update Address and return card: Mark reason for change. Address Renewal. Employment ...I Lost Card DPS-CAS v 50M-05/06-PC8490 _.. ._ ✓l7¢t/JG✓71/.r�t07ZU/C¢lC/2 Oy✓1�la66¢Gut6e�6 . Board of BuildingRegulati ns and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registfat'8on:L 110609 Board of Building Regulations and Standards � One Ashburton Place Rm 1301 �Er1*/3/2010 Tr# 276582 Boston,Ma.02108 I QX(ate Corporation E J JAXTIMER,f�tJ u a ERNEST JAXTII FFI _0 r 48 ROSARY LN0 '°"`Q"' *tvalida wit out si nature HYANNIS,MA 02601 '---r' Administrator � g _. a ��9�euacu ' :_i Board of Bu►ldmgRegulahonnd s a Standards` # C'Onstrucfion Supemsor'License' xri Ltcen CS f 3251.. �/201`0 Tt# 13629 i r ROSARY LANE' ��I I i HYANN[S, A M 02601 Y � Commrss�oner _, p --- �•.Wj �GrsFt�4y�ty EJJAXTIMER PAGE ®1/01 Town Of Barnstable Reguktoxy Services f ram' - Tom Pery,, $ fs&taz 2WMatafteat ► M&�25Q2 PJrOperty met Must Complete gmd.Sign Thiq Section If Using A Builder �' � �► �l�� ,as Ownec of tie 'subject pzop hex at#harize EJ J,4W7f'l4Or to act F�pg aJ�matters zctat�e to worrk au az od r this p=ajt ap Am j� 1 -46 L. ke f lie" ��(II �� •-te r I.f��� `� Date 6-d 0 VOKML Os!l db9:90 80 LO AON Town of Barnstable BABNSTABLE. Regulatory Services MASS. .639. �0$ Building Division prED MPS a 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rl�Ka Location 123 L4key i ew b r Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 2 1 �c k 0 CLLO T MASS i r� o nor. � ,�T� C�f1h�Ct"� dV►S, J(,��D�Dor'T' iD�� C�•�,C [a�IVS (r. C]4Stw.c..T �'V�\- 3�G.�C. � C�l�l�. Yoa Please call: 508-862-493$for re-inspection. 0- Inspected by AXUJA Date to d �j " IHE,ow�o� 'Town of Barnstable ' Regulatory Services BARNSTABLE. ' 9 MASS. �p 1639. Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 b Fax: 508-790-6230 } Inspection Correction Notice. C h7h Type of Inspection " �� r Location ? f 1%ev eL., Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 4 J Q / J U Lt + f q°3'r Please call: 508-862-40.38 for re-inspection. Inspected by Date vt5�10V � ` r 11av!10/2009 11 :01 V0515 P. 002/003 _ �a 11/09/2009 20:14 508-790--4686 PAGE 01/02 i Taylor Design Associates, Inc. P. O. Box 1313 k orestdale, MA 02644 Tcicphonc & Fax: (508)790-4686 November 9; 2009 a Mr. E, J.Jaxtimer i E. J. Jaxtimer Builder,Inc. 48 Rosary Lane i Hyannis,MA 02601 RE: Falkson Residence 126 Lakeview Drive Centerville, MA Dear Mr. Jaxfter_ ' On November 6, 2009, I reviewed the areas that were noted at the' Framing lInspection Meeting"on October.30, 2009. The following areas were reviewed with Supervisor Bill Swyers: Basement to First k'loor 1- The added lally column with a 5"x 5)9 cap plate and a piece of a gineerO lumber is sufficient as constructed. i -This columa reduces the floor vibration in this Phase I section o r the firstfloor. The loads that are transmitted are.w+thin the capacity of the engine d lumbe,r to transfer loads. The column is beneficial. 2. The engineered lumber in the Phase l and U sections of the home are rnaikod. 'fie lumber specifications as built, exceeds the requited dasign inimum;l The bo elasticity,is 2 million and the bend' capacity is 00 psi. modulus, f t3 ty t� P Y P , 'feet LVL beani at the west end of the basement supports engine red joists that span.13 feet from foundation wall to foundation wall. 11/10/2009 11 :01 :0515 P. 003/003 11/09/2009 20:14 508-790-4686 PAGE 02/02 1 . Page 2 N oven Lber 9,.20.09 RE.: Filkson Residence There are no lateral loads to be resisted by the support LVL. W th no lateral loads or torsional:Ioads there is no need to provide a saddle connection o lateral 8racing to the beam. The floor joists are anchored on each end_ q�4. The hall posts at the first floor are supported by two floor joists. The joins are spaced at about 12 inches apart. The floo joists are to be solid blocked and tied together at both oiumn 16eations. . 5. The Phase I stair at the intersection of Phase lI will have some,a ditional gaming. The engineered beaus at tho stair opening will have a metal support angle on one side attached io the existing framing. The double 1 3/4"x 9 1/4"LVL will hake a beam. hanger added. The 3 1 3/4"a 11 7/8"LVL beam with a 15 foot span is!approved to support tie anticipated loads. • i First to Second Level Framing 1. The stair tower framing as built and supported by 3 - 1 3/4."x 9 1/4"LVL's that span l 1.'-6" is Approved as constructed. The capacity of these beams exceeds POO lbs/ft. 2. At the laundry ceiling there are two double LVL,beams that are eing su*orted.' Both locations will have-double metal hangers added at the roof intersection. 3. At the roof of the girl's bedroom loft area, there is a double window with is 2"x 4" stud bctween'the windows and a 2"-x 4" and 2"x 6"header above the window. 'A 2"x 6" stud will be added below the center 2"x 4"stud and ffamed into sill.` ` The double header is sufficient to support this end wall. Please contact'we if there,are aary questions. SOF Sin ly, .r•.r�iI,,j�I'' T AYsCTL7r1'7� A 2 T for '1 7W,U Yf IL Pre N i Or © LV L EA)D 5 U PIVBx 8Ar5Cw.Ehlr 0 f "(.Ces tvrss-xwc Qp.,4-collie --s /W%*Se , G �P fexp�.� I.rVL) (drM; 1� If51 Ili �IOaY ,�Y�k��611 . phq e rs r,M% LOOSC C6 ql�► ) s k�pJr� 4`� rp�✓ ` 3�, ( ) J�M►� qn�r r.C1oW5 M.�s.r� b �►�5 �� A,I v / °'rd S Y14{do upoS �rS �rer� �A'Ga y ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY.DETACHED RESIDENTIAL CONSTRUCTION (78o CMR 61.00) Applicant Name: SCR se 'VAome rnDRoyemeu Site Address: 1 a .� a1C�'V 1A� R print Town: C ►,y-T D L e Applicant Phone: s(M6 Applicant Signature: Date of Application: 'J 610 Fs NEW CONSTRUCTI"ON ch'oos f ONE of the<followm two;o t><ons 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS, MAXIMUM MINIMUM Ceiling or Slab nn Option 1: Basement 1� p Fenestration exposed Wall Floor Wall Perimeter U-factor floors R-Value R-Value R-Value AFUE HSPF SEER R-Value R-Value and De th National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-3 8 R-19 R-19 R-10 4 ft 1987 as amended,.minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck-Web which can be accessed at http://www.energycodes.gov/rescheck/ ADDITIONS OR'ALTRATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b- a) 6`7 SF 100 x I01 % of glazing (b) Glazing area equals 19 SF b a hf lazin 1 %:use:tlie chart;below; If lazm i > 40 % ,roceed,to "SUNROO1v1"section 780 CMR TABLE 6101:3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter Exposed floors R-Value U-factor R-Value R-Value R-value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-�0 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area i.e, not compressed over exterior walls, and including any access openings). ❑ SUNROOM—An addition or alteration to-an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P f The Commonwealth of Massachusetts . Department_of Industrial Accidents Office of Investigations , ` 600 Washington Street Boston,MA 02111 y` r www.mass.gov/dia set lros/Elect t ce Affidavit: Builders/Cn b Compensation Insuran Please l � Workers licant Information �— lJne (Business/0iprlizatioWIndividual): Jdress: 5. ity/State/Zip: , t Phone#• J� - Type of project(required): eyo an employer?.Check the,appropriate 6 ❑ wconstruction 4. [] I am a general contractor.and l am a employer with___� -- have hired the sub-contractors 71 IRemodeling' PIMP (full and/or part-tulle)• Jisted on the attached sheet $ $ [] Demolition I am a sole.proprietor or partner- These sub-contractors have ship and have no employees insurance. 9. Building addition working forme in any capacity. workers comp. ❑ insuuance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions [No.workers' comp•. officers have exercis.ed.their r airs'or additions required.) right of exemption per MGL 11.0 Plumbing ep ] I am a homeowner doing all work c• 152� §1.(4),and we have no 12.❑ Roof repairs Myself, [No workers' comp• employees:[No workers' 13.❑ Other insurance required],t comp.insurance required.], their workers'compensation policy information: y applicauttbat checks.box#1 must also fill out the section below showing policy information• rneo wners who sub,nitthis affidavit indieatuig tbey are doing an the name of the sub oonttactors and their wo kerse comp•po t y �t g suoh tractors that check this box must attached an additional'sheet s . S. n e�ri to erYhat is providing workers'compensation insurance fir my,.employees. Below is the policy andjob site rr a p y irmation. b (Y\ J[)6�U' arance Company Name: i�� .icy#or Self.-ins.Lic. #: ���� G 0Expiration•Date• 6 ., City/State./z, v � Site Address: 1a� �"�1' iration date). tech a copy of the workers' compensation policy declaration page(showing the policy number and exp alpenalties of a cure to secure coverage as required under. 25A of MG`Lnle. l�5iucan throe of a STOP WORK ORDER and'a fine e up to$1,500••00 and/or one-year imprisonment, as well as p up to $250.00 a day against the violator. Barded to the Office of e advised that a copy of this statement maybe forw iestigations of the DIA for insurance coverage verification, n r s and penalties of perjury that the information provided above is true and correct 'v hereby c � -.. C"Date:F�"c � " �• ature 50 75 Official use only. Do not write in this area, to be completed by city or town official. Permit/License# City or Town: Issuing Authority(circle one): 1,Board of health 2..Building Department 3:Cityrrown Clerk 4.Electrical Inspector 5.Plumbing inspector 6. C then Phone#: Contact Person: f 6 . 36 CBDM LAKEVj EW 166 . AVE 62 nl 8 ' S GARAGE W 9 }+ co ,-Pit zl:� co ' 6.4 w�, ���p PROP . ADD N . WD DK (^1i4in r VTR LT PT I N� t os � Abl,si vu 48837061 SO FT+ \— 1 . 121 ACRES + \-- 0 co c _ L ROOF SUPPORT BEAM by Weyerhaeuser 5 1/4" x 18" 2.0E Parallam@ PSL TJ-Beam 6.30 Serial Number:7004103627 User:1 3/5/2008 11:20:32 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0A2 Roof Slope7M2 F_ � �ul 20'3 7/2" ` All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 15' Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 320.0 160.0 0 To 20'3 1/2" Adds To ATTIC LOAD 20/10 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 5.94" 7812/5447/0/13259 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand@ LSL 2 Stud wall 3.50" 5.94" 7812/5447/0/13259 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand@ LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware.is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 13041 -10918 21011 Passed(52%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 65071 65071 75322 Passed(86%) MID Span 1 under Snow loading Live Load Defl(in) 0.585 0.665 Passed(U409) MID Span 1 under Snow loading Total Load Defl(in) 0.994 0.998 Passed(U241) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 20'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@: iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: SPRINKLER CO. Matthew Gustin LAKEVIEW Mid-Cape Home Centers CENTERVILLE,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Parallam®.is a registered trademark of iLevel®. r ROOF SUPPORT BEAM by Weyerhaeuser 5 1/4" x 18" 2.OE Parallam@ PSL TJ-Beam 6.30 Serial Number:7004103627 User:1 3/5/2008 11:20:33 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 19' 11.50" ^ Max. Vertical Reaction Total (lbs) 13259 13259 Max. Vertical Reaction Live (lbs) 7812 7812 Required Bearing Length in 5.94(W) 5.94(W) Max. Unbraced Length (in) 244 Loading on.all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 4485 -4485 Max Shear at Support (lbs) 5357 -5357 Member Reaction (lbs) 5357 5357 Support Reaction (lbs) 5447 5447 Moment (Ft-Lbs) 26731 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 7158 -7158 Max Shear at Support (lbs) 8551 -8551 Member Reaction (lbs) 8551 8551 Support Reaction (lbs) 8694 8694 Moment (Ft-Lbs) 42665 Live Deflection (in) 0.243 Total Deflection (in) 0.651 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 10918 10918 Max Shear at Support (lbs) 13041 -13041 Member Reaction (lbs) 13041 13041 Support Reaction (lbs) 13259 13259 Moment (Ft-Lbs) 65071 Live Deflection (in) 0.585 Total Deflection (in) 0.994 PROJECT INFORMATION: OPERATOR INFORMATION: SPRINKLER CO. Matthew Gustin LAKEVIEW Mid-Cape Home Centers CENTERVILLE,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02666 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. - Parallam® is a registered trademark of iLevel®. . PROJECT RES 1 Df�i'f'/hi NAME: °��� Q Vt� ✓' LAJ 1%'M I&L t tfDML h,. ADDRESS: I Z•S � .�V 1V'�i ('J�S't7 --- 1'L" Itl-� 1�uND�7cr.l i �td� kt�J�, t3EptODM.S , 2 wts ) 3 PERMIT# to54 L�H►NDQ�I M�Q Tower, PERMIT DATE: M/P: 2 d�'t�i' -roe) LARGE ROLLED PLANS ARE IN: BOX 61- SLOT Data entered in MAPS program on: BY: a/wnfi lei/archive °f�►,E, y Town of Barnstable. Regulatory Services $ AS& ThomasF.Geller,Director �'AIFDn�,�a,0 BuRdinb Di ision Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 vP• 'w-town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, V y k o-e- gUw-SM _ ,as Owner of the subject property hereby authorize5-nnv'(e � T to act on my behalf, in all matters relative to.work authorized by this building permit application for: . U (Address of Job) • 1, 31, Signature of Owner Date Print ame Q10RMS:OWNERPERMIS S ION i �y �Ttie '�av�vrrcanure� a�/�.�za�czc�cutel�a w� E i3oa�d of Building Regulations and Standards, 'Construction Supervisor License �f Lice se ,GS 6643 ' TM Explr n10/8/2009 at Tr# 9427w y F Restriction �00� BRAD•K SPRINKLES 19010THR9PS LANE - W.BARNSTABLE,MA 02668% Commissioner • 3 X.lnoorUri%o7eurealC o �/rawacl�✓evCCa 'Board'"of Building Regulations and Standards �, HOME IMPROVE MENTCONTRACTOR � � „ _ Registration103757: . "Ex'piration=7/9/2008, Type;Private Corporation k SPRiNKLEHOME',IMPROVEMENT,,INC ` glad Spflnkle � $1996arnstable Rd: ('Hyannis MA 02601, Deputy Administrator xy - - I 41H1`I �-ill'I I'IU UI-il (YU.��{'J.,.._ F1'C --� CERTIFICATE OF 1W I NCE ISSUE DA'rF, 0-511612007 PRODUCER — Tkl CERTIFICATE 13 ISSUED AS A MA`ITF.R Or INFORMATION ON[.Y AND Oryden&Sullivan his Agency' CON'1FGRS NO RIGHTS UPON THF,CERTIFICATE HOLDL-R.THIS CERTIFICATE, Inc DOLIP NOT'A1riHNU,EXTEND OR,AIJI R THE CO'VEMCiF.AFFORDI:O PYTHE POL LIES Fs81•,OW, 88 rn vllno it Rood Hyannii,MA 02601 � COMPANIES AFhORDMG COVERAGF � INSURED Sprinkle Home Improvcmcnt Inc 199 Barnstable Road CCI -PANYr} A.I.M. 1'vMuluad Insurance Cc) L�•ri7h Hyannis, MA 02601 COYERAGES j THIS IS TO C4KTI1'Y THAT'I:KE PODZCIES OF 9NSIIRANCE LISTCU)BELOW HAVL 13TLN ISSUED TO TIV1 INSURED NAMFD ABOVE),'OR THECOLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIROA NT,T134M OR CONDITION Or ANY CONTRACTOR OTHER DOCUNIPNT WITH 12-3PFCT TO WHICI•I TH15 CF.RTIFICATL•'MAY ElE ISSUI?G OR MA.Y PERTAIN,THE INSURANC> AFFORDED OY THE POLICIES DF'SCRIBED ll'CRBIN IS SUBJECT TO ALLTHF TEP�MS,IIXCLUSIOUS ANO CONDITIONS OP SUCH^POLJCICS.LIMITS SHOWN tvIAY HAVE BEEN REDUCED BY PAID CLAUAS. CC, TrPF OFINSUILLNCB rpla'Cl't-tUMDL'ii TPOL1( UTF.CTIr& POLIC'YEX"PIRiTION LIM173 LTQ PAT,;rm'NvowrY) DATE jM.)llUWYY) .-.�. --._.jam —.�.. _ ..�•..... QRNKRAI.LIADIWTY � UL'NF.RAt•AGGRZQATt Ig i IiKUUU(:TS('AINPIUN nGG, "' l=C0I4Ir.WIhLQI5NBW,L LIASILITY rQR$ONA{.S;gDV.1NJUR`I` f �Y CInIM$MAOC IK (!nC•w OCCURRENCE �UWNr>RISSCON71LtCroR'9PRQT. FIRCQAMA(;r:(nnyomlirv) 8 —. MNQ•IiXrCNSEIAnynncrpNM) 5 AVTOMODILB LIABILITY •�•' I --_ CO)1nIN�0YR�Gl•8 �Y CIMft' AUTO MrfY)4 OQUILY INJURY nl $L .Q'{NfPA!ITOS` (Pclpgm) HIR)=O AUTOS NON•UWNI:O AU{OS I I VOIDLY INJVRY O&WA:LIAPI(,nY (Pcra�eldtRU ) RRO LR f'` T'Y NA BANE, CXCF,59 WADILITY T.�^~ ClnCrt Vt::l><tRt3NCC F I I _ UMDRDLLA FORM AGSiREGn'f( QTHCRTIIA UdtpRFl{,A FOY.M WORKERS CONMPRNSATION.AND .S'TgTOTORY UMI1'S q')'lv1 lI LHPLOYEAS LIABILITY �..: x HF.PRDrmsroar :Il I'AftNL)Zti1F•YfiC.lfi'IVQ �j`� �IiACH ACQID$N'I' S S�Q��Qd DPPIC L Nt: 700q94,1012007 I 05/ 3/2'07 OS!13,12008 �; UISRASE••POLICY LIMIT g 500,000 MCL ��CJ;CL � f L 0"R�,S&-E40H 500,000 _ GMIrLc)YRR ('QMMFNTS%D3 RR1PT ON 0OF 0FrRAT10NS QR F.UCAY'IfsN`~; i QEIY'1'IRrc TE HOLI)D R srtolJLo 1 NY OP rliL ABOYh,DCr rjL,LU rOLJCIRS(IC:CAryC'ELLP,D OF.)'ORI::T)I[EXPIItAT'ION UA'fE i rifERnorl THE tSSUINU POM•9NY W)Lt,ENW1,AVOR TO MAIL ZWRITTGN NOT�rR TO THE U[RTlric IU nTP, LDCR AM NED TO 9'HF LF.PI,O11T FAILUrU?TO MAIL Wm NOTICE SHALL IMPOSE?NO OBLIGATION >R LIA0141TY OF',ANN'KIND WION,THe C'UMPANI',ITS ADL+NT$011,RBI RI3 LUNTATI1+GS, j I AUTHOR.ZLORRp12P.SF.iNTATIVE I I ' I ' 9 HOMEOWNER: DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES I authorize Sprinkle Home Improvement to act on my behalf in all matters relative to the work to be performed on this job (i.e. permits, applications etc.) if necessary. I!Micha Falksona __Spii%kle�, Dat Date reDH 6. 36 '+\- LAKE�IEW . 1 ss s2 AVENUE N GARAGE 9 9 214A\, ^ RB wcAP co Lo -N- co 3 ' 62 64 + PROP. \ o ;�co ADD ' N. CB* WD RESST T. SL.T _. coDK POR LT 4 TI 15. 08'+\- 48837. 61 SO FT+\- 00 1 . 121 ACRES+\= o m N CBDb DH J n oN CBDUI OH 3 I HEREBY CERTIFY THAT THE STRUCTURES SHOWN ON THIS o PLAN EXIST ON THE GROUND o C77 � AS SH N QERON. o �v .G w ,m EDGE OF LAKE —_ AwAll `, C Q o MICHAEL (D 19„E TIE �� 4 e — s. o 58 -- " N8 +, 164, — No. 37616 WEOUAOUET LAKE °F�Ss�0 `���S U RV CERTIFIED PLOT/PROPOSED ADDITION PLAN PREPARED FOR: MICHAEL 6 LISA FALKSON LADUE LAND SURVEYINGF LOCUS: 128 LAKEVIEW AVENUE, CENTERVILLE, MA MICHAEL S. LADUE, P. L. S. DATE: 12/26/07 51 CAPTAIN ' S VILLAGE LANE SCALE: 1''= 40 BREWSTER, -MA _02631 50B-896-6707 Taylor Design Associates, Inc.- P. O. Box 1313 Forestdale, MA 02644 Telephone & Fax: (508) 790-4686 November 9, 2009x l Mr. E. J. Jaxtimer E. J. Jaxtimer Builder, Inc. ca 48 Rosary Lane rn Hyannis, MA 02601 RE: Falkson Residence 126_Lakeview Dr-i e Centerville, MA Dear Mr. Jaxtimer: On November 6, 2009, 1 reviewed the areas that were noted at the "Framing Inspection Meeting on October 30, 2009. The following areas were reviewed with Supervisor Bill Swyers: Basement to First Floor 1. The added lally column with a 5"x 5" cap plate and a piece of engineered lumber is sufficient as constructed: This column reduces the floor vibration in this Phase I section of the first floor. The loads that are transmitted are,within the capacity of the engineered lumber to transfer, loads. The column is beneficial. 2. The engineered lumber in the Phase 1 and II sections of the home are marked. The lumber specifications as built, exceeds the required design minimum. The modulus of elasticity is 2 million and the bending capacity is 3,100 psi. 3. The LVL beam at the west end of the basement supports engineered joists that span 13 feet from foundation wall to foundation wall. Page 2 November 9, 2009 RE: Falkson Residence There are no lateral loads to be resisted by the support LVL. With no lateral loads or torsional loads there is no need to provide a saddle connection or lateral bracing to the beam. The floor joists are anchored on each end. 4. The hall posts at the first floor are supported by two floor joists. The joists are spaced at about 12 inches apart. The floor joists are to be solid blocked and tied together at both column locations. 5. The Phase I stair at the intersection of Phase II will have some additional framing. The engineered beam at the stair opening will have a metal support angle on one side attached to the existing framing. The double 1 3/4"x 9 1/4" LVL will have a beam. hanger added. The 3 — 1 3/4"x 11 7/8" LVL beam with a 15 foot span is approved to support the anticipated loads. First to Second Level Framing 1. The stair tower framing as built and supported by 3 — 1 3/4 " x 9 1/4" LVL's that span 11'-6" is approved as constructed. The capacity of these beams exceeds 900 lbs/ft. 2. At the laundry ceiling there are two double LVL beams that are being supported. Both locations will have double metal hangers added at the roof intersection. 3. At the roof of the girl's bedroom loft area, there is a double window with a 2"x 4" stud between the windows and a 2"x 4" and 2"x 6"header above the window. A 2"x 6" stud will be added below the center 2" x 4" stud and framed into sill. The double header is sufficient to support this end wall. Please contact me if there are any questions. OF Sin ply, /AR, I .27770 1 R. Gre T forte Presi y°FINE r° Town of Barnstable BAR MAT,'Z E. ' Regulatory Services � MASS. 039. MP �0 Building Division prEO '�A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 1 ra r.E. Location lzC Lc kev,c w I)r Permit Number Owner Builder ' One notice to remain on job site, one notice on file in Buildin epartment. he following items need correcting: 0 F 7-0 1A C 2 IMper,1 .lalr.clo�J ���+e � (r, J J VL cl'Ee— SLlD.Ob,4II C/ 1r41ll C S', A ? y J �VL `'>,"JP, I n �tSf>,F�T hFfCIS 1 }\�D r� (onnec� nwS ( ;fr M�.,�,yG�tTi�r�r� IV C'e� SD�CS Zr Qv\<, I,,ccrcci r)rJJct(,+5 �Pe r r-�e-I l c- t S�-.n O e As nA w e L w h kiCe —kV Mt.eJ L'J f'vt511!�C / ter. S � C! i>ccisS Please call: 508-1/862-4038 for re-inspection. Inspected by Date )C 1!'//0� 4 CLEAR SPANNING I-JOIST by Weyerhaeuser TJ-Beam®6.30 Serial Number: " 18" TJ I® 560 @ 16" o/c User:1 3/5/2008 11:07:33 AM Pagel Engine Version:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a 29-8" k Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Plate on masonry wall 5.50" 4.25" 791 /237/0/1028 A3:Rim Board 1 Ply 1 1/4"x 18"1.3E TimberStrand@ LSL 2 Plate on masonry wall 5.50" 4.25" 791 /237/0/1028 A3:Rim Board 1 Ply 1 1/4"x 18"1.3E TimberStrand@ LSL -CAUTION:Required bearing length(s)exceed the minimum shown in the iLevel@ Builder's guide for single family residential applications. Limits:End supports, 3 1/2".Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners. -See iLevel@ Specifier's/Builder's Guide for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1002 -997 3030 Passed(33%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 1002 1002 1725 Passed(58%) Bearing 2 under Floor loading Moment(Ft-Lbs) 7247 7247 14550 Passed(50%) MID Span 1 under Floor loading Live Load Defl(in) 0.518 0.723 Passed(U670) MID Span 1 under Floor loading Total Load Defl(in) 0.673 1.446 Passed(U516) MID Span 1 under Floor loading TJPro 30 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(W'Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at T 2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.45 I PROJECT INFORMATION: OPERATOR INFORMATION: SPRINKLE HOME IMPROVEMENT Michael Santos LAKEVIEW JOB Mid-Cape Home Centers 465 Route 134 South Dennis,MA 02660 Phone:(508)398-6071 X4992 msantos@midcape.net Copyright ® 2007 by iLevel@, Federal Way, WA. TJI® and TJ-Beam® are registered trademarks of iLevel®. e-I JoistTM,ProTM and TJ-ProTM are trademarks of iLevel@. C:\Documents and Settings\miksan.MIDCAPE\Desktop\Santos Beam Calcs\SPRINKLE-LAKEVIEW.sms 0 CLEAR SPANNING I-JOIST by Weyerhaeuser TJ-Beam®6.30 Serial Number: 1��� TJ I® 560 @ 16" o/c User:1 3/5/2008 11:07:34 AM Page Engine Version:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: SPRINKLE HOME IMPROVEMENT Michael Santos LAKEVIEW JOB Mid-Cape Home Centers 465 Route 134 South Dennis,MA 02660 Phone:(508)398-6071 X4992 msantos@midcape.net Copyright ® 2007 by iLevel@, Federal Way, WA. TJI® and TJ-Beam® are registered trademarks of iLevel@. e-I Jo ist_,Pro- and TJ-ProTM are trademarks of iLevel®. C:\Documents and Settings\miksan.MIDCAPE\Desktop\Santos Beam Calcs\SPRINKLE-LAKEVIEW.sms o CLEAR SPANNING I-JOIST by Weyerhaeuser TJ-BearrO 6.30 Serial Number: 1��� TJI® 560 @ 16" O/C User:1 3/5/2008 11:07:34 AM Page Engine Version:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 28' 11.00" ^ Max. Vertical Reaction Total (lbs) 1028 1028 Max. Vertical Reaction Live (lbs) 791 791 Selected Bearing Length (in) 4.25(W) 4.25(W) Max. Unbraced Length (in) 86 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 230 -230 Max Shear at Support (lbs) 231 -231 Member Reaction (lbs) 231 231 Support Reaction (lbs) 237 237 Moment (Ft-Lbs) 1672 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 997 -997 Max Shear at Support (lbs) 1002 -1002 Member Reaction (lbs) 1002 1002 Support Reaction (lbs) 1028 1028 Moment (Ft-Lbs) 7247 Live Deflection (in) 0.518 Total Deflection (in) 0.673 PROJECT INFORMATION: OPERATOR INFORMATION: SPRINKLE HOME IMPROVEMENT Michael Santos LAKEVIEW JOB Mid-Cape Home Centers 465 Route 134 South Dennis,MA 02660 Phone:(508)398-6071 X4992 msantos@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. TJI® and TJ-Beam® are registered trademarks of iLevel®. e-I Joist_,Pro- and TJ-Pro- are trademarks of iLevel®. C:\Documents and Settings\miksan.MIDCAPE\Desktop\Santos Beam Calcs\SPRINKLE-LAKEVIEW.sms e AIV Ron REScheck Software Version 4.2.0 Compliance Certificate Project Title: Falkson Addition-Phase II Energy Code: 2000 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 23% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 126 Lakeview Drive Michael and Lisa Falkson E.J.Jaxtimer Builder,Inc. Centerville,MA 02632 11 Bubbling Brook Road 48 Rosary Lane Walpole,MA 02081 Hyannis,MA 02601 508 428 6376 compliance: Compliance:4.0%Better Than Code Maximum UA:708 Your UA:680 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Basement Wall 1:Solid Concrete or Masonry 213 0.0 8.0 61 Wall height:7.3' Depth below grade:5.5' Insulation depth:0.0' Window 1:Wood Frame:Double Pane with Low-E 7 0.300 2 5 Basement Slab:Slab-On-Grade:Unheated 164 8.0 115 Insulation depth:4.0' Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 1622 30.0 2.7 49 Ceiling 1-First:Flat Ceiling or Scissor Truss 502 30.0 2.7 16 Ceiling 2-2nd:Cathedral Ceiling(no attic) 1120 30.0 2.7 35 Ceiling 3-Tower:Cathedral Ceiling(no attic) 107 33.3 2.7' 3 West Wall:Wood Frame, 16"o.c. 734 21.0 2.7 30 Window 2:Wood Frame:Double Pane with Low-E 90 0.300 27 Door 23:Glass 17 0.320 5 Door 25:Glass 30 0.320 10 Door 35:Glass 17 0.320 5 South Wall:Wood Frame, 16"o.c. 1118 21.0 2.7 42 Window 3:Wood Frame:Double Pane with Low-E 140 0.320 45 Door 37:Glass 51 y 0.320 16 Door 22:Glass 67 0.320 21 Door 36:Glass 34 0.320 11 Door 38:Glass 17 0.320- 5 East Wall:Wood Frame, 16"o.c. - 373 21.0 2.7 15 Window 4:Wood Frame:Double Pane with Low-E 83 0.300 25 North Wall:Wood Frame, 16"o.c. 1392 21.0 2.7 58 Window 5:Wood Frame:Double Pane with Low-E 247 0.300 74 Door 26:Glass 30 0.320 10 ` 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 2000 IECC requirements in REScheck Version(4.2.0 and to comply with the mandatory requirements listed' th REScheck Inspection Checklist. b�,�L p t•1 ASI No. A cA%-TF-T 11 l8 Name-Title AigpAture I J Date Project Title: Falkson Addition-Phase II Report date: 11/18/08 Data filename:C:\Program Files\Check\REScheck\FalksonPhasell.rck Page 1 of 5 P' , REScheck Software Version 4.2.0 Compliance Certificate Project Title: Falkson Addition-Phase II Energy Code: 2000 1ECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 23% ` Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 126 Lakeview Drive Michael and Lisa Falkson - E.J.Jaxtimer Builder,Inc. Centerville,MA 02632 11 Bubbling Brook Road 48 Rosary Lane Walpole,MA 02081 Hyannis,MA 02601 508 428 6376 Compliance: Compliance:4.0%Better Than Code Maximum UA:708 Your UA:680 Gross Cavity Cont. Glazing ILIA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Basement Wall 1:Solid Concrete or Masonry 213 0.0 8.0 61 Wall height:7.3' Depth below grade:5.5' Insulation depth:0.0', Window 1:Wood Frame:Double Pane with Low-E 7 0.300 2 Basement Slab:Slab-On-Grade:Unheated 164 8.0 115 Insulation depth:4.0' Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 1622 30.0 2.7 49 Ceiling 1-First:Flat Ceiling or Scissor Truss 502 30.0 2.7 16 Ceiling 2-2nd:Cathedral Ceiling(no attic) 1120 30.0 2.7 35 Ceiling 3-Tower:Cathedral Ceiling(no attic) 107 33.3 2.7 3 West Wall:Wood Frame, 16"o.c. 734 21.0 2.7 '30 Window 2:Wood Frame:Double Pane with Low-E 90 0.300 27 Door 23:Glass 17 0.320 5 Door 25:Glass 30 0.320 10 Door 35:Glass 17 i 0.320 5 South Wall:Wood Frame, 16"o.c. 1118 21.0 2.7 42 Window 3:Wood Frame:Double Pane with Low-E 140 0.320 45 Door 37:Glass 51 0.320 16 Door 22:Glass 67 0.320 21 Door 36:Glass 34 0.320 11 Door 38:Glass 17 0.320 5 East Wall:Wood Frame, 16"o.c. 373 21.0 2.7 15 Window 4:Wood Frame:Double Pane with Low-E 83 0.300 25 North Wall:Wood Frame, 16"o.c. 1392 21.0 2.7 58 Window 5:Wood Frame:Double Pane with Low-E 247 0.300 74 Door 26:Glass 30 0.320 10 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 2000 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requiremen listdintR 6Scheck Inspection Checklist. Name-Title Sig re Date Project Title: Falkson Addition-Phase II Report date: 11/18/08 Data filename:C:\Program Files\Check\REScheck\Falkson Phase 11.rck Page 1 of 1 i LAKEV IEW AVENUE. 166. 54 , .3 GARAGE 79 -N- r rn N Lo ti 44• 47, °N PROPOSED RESST. cO ADDITION 2 0 6 RES. U/C - • 3 co N APPROX. co SEPTIC LOCATION co + o • � ,cU ti 3 3 48837. 61 SF+\- i 1. 121 AC+\- °N co WEQUAOUE T ��� ° tH of Q LAKE 1s��s 0' MICHAEL y�N \T1 S. �F LADUE No. 37S6o Ltlltl'� PROPOSED ADDITION PLAN LADUE LAN RVEYING PREPARED FOR: MICHAEL & LISA FALKSON MICHAEL S. LADUE, P.L. S. LOCUS: 128 LAKEVIEW AVENUE, CENTERVILLE, MA 51 CAPTAIN'S VILLAGE LANE DATE: 11/10/08. BREWSTER, MA 02631 SCALE: I"= 40 ' 508-896-6707 JOB TAYLOR DESIGN ASSOC., I C. SHEET NO. r OF 4: P.O. Box 1313 0 FORESTDALE, MA 02644 CALCULATED BY C7 T: DATE - S TEL./FAX: (508) 790-4686 CHECKED BY D m.Mao SCALE AYLOPI n� ..........._..._..._.s...._._ --- __-- ..._ ` V .......... ._ _ . .._ ... 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Box 1313 FORESTDALE, MA 02644 CALCULATED BY Gt'T• DATE ll- off, TEL./FAX: (508) 790-4686 t CHECKED BY DATE Zce ` e T ✓ .i� SCALE ` .... .... a � �....: ........... ... ..... .... ............. _. 3 ccs . 3 3 .1.. ...... b a Z �_ ./4 rc( 4 ., L G c.t !..� .. ................ ►. . . .. rs, _ Cal-a- t3o:.(�' ����;� . ... .......... _ _�...�4g aca...tic.� et4�6 nilk ........... ' . � � o _:.... .... ... . . r a. . d .... r ........ . cllF . Z ..... a <7 . . ........... l 4►. C� 1P.Vo gr1P ,. .. .; WMETmuaiwuwar�m mmean CDs TAYLOR DESIGN ASSOC., INC. SHEET NO. of P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY Cr� DATE TELWFAX: (508) 790-4686 • CHECKED BY DATE . SCALE .. .. .- ....... '-........ ... .. ... ... .... .. .... .... ... .........a e.. �? .. .... . LAC' — 3�► '-lea . _ �! .. . Lato. .33 � 40 S` �"P c-'F . . Zk :. .. . as..�, Z- L. 4.k.. 0 . ... . r Q JOB '3. /� N TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 • FORESTDALE, MA 02644 CALCULATED BY DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE ` +�) SCALE ... . . ........... ; . .: .- ..... . .. . ............. -Sp t T' :. . 4�►<<� � . = .gam- ' . _ .... .. =_...... `� t ..... r ..... ._..........:....... _. _.....:...._.....:....__ ...... .._.. _.-. .... ..........,.... ..... .. ..... . ... ...... . . PRM I T 70i1 fAinan Shp*l 7115-1 tNmml JOB ��`�� g olr►� J TAYLOR DESIGN ASSOC., INC: ' P.O. Box 1313 SHEET NO. OFi T FORESTDALE, MA 02644 CALCULATED BY__ DATE t l - TEL./FAX: (508) 790-4686 CHECKED BY DATE . a..�. ..... _.............._......... .- TYP. ANCHOR BOLT AND AL LAT 3"y X1/4" PLATE WA3HM UF5LOT ................................. TYP, SPACENG .......................... ........_............... ......... ... ....................... 2X6 'T RL-l4T d ............r........... . > , d;Q .4 4 a a + U 1�-4 'I Milt Q 4 .............i............... ' • �• Q a • ,° d�ad 'a .ado a d d . ° ._...... ...... u `a d d•a. • d� •44 a �' ' p ° ... .. .....__._°. `Q .ado dQ � • a m �•d�° • a° °t n •a D f 1 y . .. c•.e D C &ifA•12a FROM END a D a D a' D s a. D •a ..>- ..... 1 O ad.a OF PLATES ,,. < . d . ° e•° �. 4 D o e D .. a a.:a .. d•4 .a d`Q d• Id p D ' a 4 sP D �a' 4 0' D sp' 4 sD p s�• L ° 0 ..... ....._.......€........_..... _ ♦° o• � ` d • ' Qdt. a Q• 6 d° 4 - ' 6 • . dd•a d•a .a ,� Q ,dd,a �•q , d c dD s C e C e o eD s s d , e d • 4 ` • a C , d °0 e D n .._. ..._.. .... ......... > 0 sp. _ sA• D . p,Q- a 'Q 1614 D a � I _........... TAYLOR DESIGN ASSOC., INV. t Z P.O. Box 1313 FOP.ESTDALE, MA 02644 — TEL./FAX: (508) 790-4686 PLATE UPLIFT STRAP 2c. LA- V,C—ti a Cam• —11ce S 95p4e' ............_.. ......_......._.. ..._ u PLATE DOUBLE TOP TE _G .............:... ... .......................: ... ........ ....................<............ .tt•'k ..........:..... '1:........._........................ ..... .............. - t I-IF.ADER HEADER UPLIFT STRAP .............:. ._. ..._..............._...........................;.............. . f2EFER TO TABLE S _._........................................................ FULL ' _................._<.............>............_........._ ............ HEIGHT ................................... i STUD ..................................... ......._.....:..._...._.._. JACK STUD ..............:.............:................. .......................... ... WMOW BILL PLATE a .............__._................;....... .... ........................._..._...>........... _ ..... - -- - ._.,..... i HOLD DOWN P _ 1 ...............__.._._:......_..... .i.............:,...__.._ ... vy ...........€................_......_......._...._...._... - - -g--------- -- ------ ... .......... ....... ........ • 11 • • . � ' • ' Q • Q t • Q • ' a • ,k i6 a d a e ..........._a-......_._................:......... ..... .._._.:.... _:.._ a .;�� 4•a . , d d•a d•n D � D•n d•a . K d•n d D' D � b �D' p �D' r 1D' �p �D' p 1 n• p s� o• . �.�.@ o, � o�a�..o,° o, m . . o q a .. .............------_. ...... _ ....... 'a w97 'n ad'o °d•a °D a QLt•� c A•� ° n..� • . a t " a4 A '.sp. D TYP• ANCHOR BOLTS AND.. D �1 _..................... Q o,q o.° a °• 8 3"X3"XV4" PLATE WASHER e , a _........_. •n d'n d`a Qd•a d•n •°d•ti D•a d•a 4•a d•n-•ad' 4..................._......... D sQ b �a D •� D ><� b d' e b �D' 4 pD' a p gip' p •D p ►p • a a a a a a ° a a ! a •a d•a d•o d•a d•n D•a D•n 4 a d•a D a d s ................ ..... ..... , . t ! • . • • • a � Q Q • a � a Q Q Q • � • •'a • • D•a d•a d•a d'a a•4 d 4 d•a D•a Q d•a d aA" D 10, .._........._.._....................._....._.;...... ......................._........_.._,.............,............_...._.....,..._........,. STUDS AND HEADERS i t i JOB C/!.!-�d0 &3 TAYLOR DESIGN ASSOC., INC. 'SHEET NO. 15 Z- OF P.O. Box 1313 `` FORESTDALE, MA 02644 CALCULATED BY G-9 DATE L L-t Z-- TEL./l=AX: (506) 790.4686 CHECKED BY DATE 12 �.►A• 6 WS644& SCALE . ...........`................................._._...._.. __._... .. NUMBER Or- NUMBER at DSGRIF'TiON COMMON BOX NAILS NAIL SPACING NAiLS ROOF FRAMINCx BLOCKING TO RAFTERS (TOE-MILE 2-Bd 2-iod EACH END RIM BOARD TO RAFTER (=_ND-NAILED) 2-ibd 3-i6d EACH END WALL FRAMING TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d S-trad AT JOINTS 'STUD-TO STUD (FAC>^=1+'AILBW 2-16d 2-16d 24" o.c. HEADER TO HEADER (FACE-NAILED) Ibd I&d ib" O.C. ALONG EDGES FLOOR FRAMINC-� JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Sd 4-10d PER JOIST BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-iOCI EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACI4 13LOCK LEDGER STRIP TO 13EAM OR GIRDER (FACE-NAILED) 3-i6d 4-16d EACH JOIST JOIST ON LEDGER TO 13 AM (TOE-NAILED) 3-Bed 3-lod PER JOIST BAND JOIST TO JOIST (END-NAILED) 3-1601 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d 3-iW PER JOIST ROOF SHEATHINC�s WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 10 O.G. m loci Ca" EDGE / 6" FiELD RAFTERS OR TRUSSES SPACED OVER ib" O.C. Sd tOd 4' EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS Sd IOd 6" EDGE / 6" FIELD WITH NO GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS Bd loci a EDGE / 6" FIELD W/STRUCTURAL OUTLOOKERB GABLE ENDWALL RAKE OR RAKE TRUSS ad tod 4". EDGE / 4" 'FIELD W/LOOKOUT BLOCKS CEILING SHEATHING GYPSUM WALLBOARD Ed COOLERS - 1" EDGE t loll Ft`LD WALL SHEATHINGS WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. Od loci 6" EDGE / 12" HELD 1/2" AND 25/32" FIBERBOARD PANELS 8d - 3" EDGE ! raft FIELD 1/2" GYPSUM WALLBOARD Bd COOLERS - I" EDGE / 10" HELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS Sd 10d 6" M>GE ! 12" MELD GREATER THAN ill Tod ioci Fes" EDGE / 6" 1=lELD GENERAL NAILING SCHEDULE. ..... I ...:.... ...... .............. ....... ...... vr ...... .........1.............!.......... ...... ..........1...........:. ...... ...... ...... ............. ...... ...... ...... ...... ...... i.............:.............r..............,....,.........:..,......,....;.............c.............r...........i ...:.............o.............j..............;............ r ................:..............!.............:.......... ...... ....,. ...... ...q.... ..... ...... ...... ...... ...... ..... I i ...i.,.. ....j .... ...,r... ..... ...... ..... i • .............,...............................................::. i i i ! i .. ...... ...... ...... ..... ...... ...... ...... ...... ...... ...... ...... ` ...... ...... ...... ...... ...... ...... ...... ................ ! ! i .............:............................ :..............:. i i ..............:.............o........:....:......: i .......i._.........ro.............r..............: ! r r ....._....................f......................... ............... ....:......_...... i j rn .................e..._.... n m .......................:..................'.........: Yuri r ...... ..... i..............i.............. •. 00 rn VIr0 i �mX .............. o0w p N , i � i ♦ + W.A v ® p • i , i i HOLD DOWN y a 10d cotrrMON MAILS }c �� 14 ►• p o AT 6" O.C. ' �MO�ON m > m m 4� ... ...:. O1R,• CQJ c "�' 0 O c { O .........................._ :.... ... .... r r i CORNER (' ll I W .... ; . .I O ... ..... .....r.. .....:..............�.,:.........;.............i...................•.....................i. ...._..................................i.............i,...• _ .. ......, i ! ........:............i..,..........i..............i......:............. .........b.... ............i...�.....:...i.,..... ................................... ....... ..... ...... .............. i ...... ...... ...... ...... ..... i 1 JOB TAYL4R DESIGN ASSOC., INC. SHEET NO. 57� OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY DATE-1l- � s TEL./FAX: (508) 790-4686 CHECKED BY DATE ` Z L►Or b.EY/ SCALE .............:............:..................... ..... ..... ...... ..... ...... ..... ...... .... ..... ..... ...... ..... ..... ..... ..... ...... ..... - ...... ..... ......... --- =- =---- - - ........ - .. _ UPLIFT STRAW -- - .- . .. . _.._ ...__..._.__. ....-- ..... .... - ......_.... -- ................... - -- ............ . ...._......._...._..... .................... _... .._.... STORY TO' STORY U L«T CONN ECTION ..... ..... ..............._..._............................_........................................................ ..... ..... .... ..... ...... ...... PflGVWT2D4-, SheW205.1(Pad TAYLOR DESIGN ASSOC., INC. SHEET NO. S�.� Or ' P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY�j [ DATE a TEL./FAX: (5508)�7900--4686 CHECKED BY DATE 1 Z co Or �T SCALE E ; i .._. ...... ...... ' ! ( I ............................_......................................._._..............,.............�........ ..... .... .. ..... .... ... ..... ..... ..... ..... ............._ ...... ...... ..... ... ..... __..... ...... ...... ............................ ..........._........................<..........................._ ..... ..... ...._..---....... ..... ..... ...... ..... ..... ...... ...... ....................... .... ..... ...__- ..... ........ .. ...... ............e............__._....._i..__......._ ..... ..___ ..... ..... ._.. ............_:................................... _.___ ........ ..... ..... _..... ... ..... .. ...... __.... �T�• C � � 20 C?�► .............:.........._:..................................._......... ..... - - -- ..._.........._.. .... ...._ ..... ..... .. .. _.. -. - _ ........... ._.. _.... ....: ............ ._..... ..... .... o ...... _...... ............... ` __ ..... ...... \�� ............._............:.............> _........._. ......... ..... - --- - - - - ...... - ....................._.__......:......... .... ..:....: -_.......... ...... ._.._ ..- -.._ _.... .._ j r .............. ... _-- - -- ---- --- ...... ................__...._._........._.--._ ........... ..... __. _..__ ._.. .......... ..... ........_.................................._..................._.............. ....._...... - - ..... RIDGE ° . _ ...... .... ... _ ........ ... . _.............:.... .... .... .. ............_ . STATE BWLDIIVGG CODE ADE R E� SMOKE DETECTORS SQUIRES THE UPGRADWG OF _ — �, ONE OR MORE SLEEPING THE ENTIRE D%ELLING , SMOKE DETECTORS REVIEWED c " AREAS ARE ADDED OR CREATED, NOTE: A �7���' INSTALLATION of sMox��c DETECTORS R�� PE FOR THE CARBON MONOXIDE ALARMS A E BUILDING DEPT DATE RMIT DO SA17SFY THIS RE THE E�CTRICAL MUSTBE INSTALLED PER , REQUIREMENT. MASSACHUSETTS BUILDING CODE FIRE DEPARTMENT-/' - DATE " BOTH SIGNATURES ARE REQUIRED_FOR PERMI i TING - lip*I C ,T co • { d<, a LIST OF DRAWINGS OUTLINE SPECIFICATIONS 3.CAULKING-Joints and faeesm be caulked Shan be clean,free from dust and dirt.and dry.Joints more than 1/2'deep shall be packed with- T-I TITLE SHEET,GENERAL NOTES,OUTLINE SPECIFICATIONS - - Mokingtol/4'msudacebefomappMngMulking Daulkjomts before fin°I cost of palmorstam isapplled to adjacent work.Coulkexterwr Division 1:GENERAL REQUIREMENTS facings of all window,door frames,and other openings Caulking Shan be done with a gun by skilled mechanics.After caulking compound has been applied,glaze and eme=surface by brushing surface with 8 fine brush dipped in mineral splrita.Paint Caulkklg bead m match adjacent AI.I PROPOSED BASEMENT FLOOR PLAN,SLAB DETAIL - 1.GENERAL-See registered Simmy,ermitacturildmwings,and atmdumldrowings.If arty,for additional Information. - aurtaces. - -2.MANUFACTURERS RECOMMENDATIONS-All manufactured eNGes,materials,and equipment shall be applied.installed,connected, 4.INSULATION-See drawings fur kaatJons,types,and quantmes.Insulation provided by GAF,OwensComing Cenalmeed,or approved equal. AI.2 PROPOSED FIRST FLOOR PLAN - erettad,wed,cleaned and oonditioned as directed by the manufachimm.N drawings'and/or notes indicate otherwise,the architect shall be Complete all thermal and sound Insulation as shown on the drawings and as specmea herein. fmmedbtety nWfise. - .A.Materiels. 3.GOOD PRACTICE-Any item of work textuary W the proper completion of oonstruction which is not specifically cantered in the dawings and - Walls-2-x6•exterior walls-6•fiberglass batts(R-21). A 1.3 PROPOSED SECOND FLOOR PLAN,TOWER FLOOR PLAN specifications shall be performed in a manner deemed good practice of the trade Involved. Cathedral callings and hours at perimeter-10-high demir/fiberglass Parts(Rao).Reduce thickness of insulatlon at Perl for _ 4,ADHERENCE TO CODES®ULATIONS.All items shall to Installed and manufactured In strict compliance with an municipal,local, 1 1.Spray foam AIA PROPOSED ROOF PLAN,ROOF FRAMING PLAN,TYPICAL WALL SECTION federal and state laws,including the Massachusetts Building ding Code,the requirements Of the Town of Centreville,fire department regutations. Poyuretbeneinsuiedonnt ewer xellin Hllynew of approved equal)with minimum R3s/mchrating slab 00i 1 0 utility cony requlremems,e Om end all Met gemming requirements,whether or net speetled on the dre W wings.- B.Install 6mm poyethylene vapor Part at on Insldeof all exterior stud watts and callings m it A2.1 . PROPOSED EXTERIOR ELEVATIONS,DOOR If WINDOW SCHEDULES - Division 2: SITEWORK 1 Division 8:DOORS and WINDOWS - A2.2 PROPOSED EXTERIOR ELEVATIONS,SITE PLAN - L GENERAL-See registered surveyfor speGRcake information.Final gmdingm be reviewed and confirmed in the field.Topsoil m be L GENERAL-All mod end windows TO Installed Per manufacturers specifications-all new windows by Andersen Corporation(m be Provided In Nss o areas m motive Stied to match adjacent condttrons'Any removal and re(nslalletbn tasks regarding 6hmbe,etc to confirmed) with factory l detl wool exterior in Forest Greennatural and pine Interior,7/a.slmulatetl tlINOed nteb with Integral spacer Pam accommodate the new work and sewer lines shall be Included.Any location d AC compresaoR,pads,and piping to be coordinated with HVAC and low E argon gating.Provide e#enskn jambs as required.Aluminum thresholds where required.See willow and door Schedule on 51.1 STRUCTURAL DRAWINGS - Subcontractor. . dmwingsmraddroonallm°mramn. 2.PROTECTION-Existing grounds ere not m Pe disturbed except car those areas la be pater add,Topsoil protection shall be provided in order 2.HANGING&FITTING-Each door shall be accurately cuL trimmed and fitted to its frame.Interior doom byTruStne or approved equal.Two 51.2 STRUCTURAL DETAILS - - - to prevent ranting to site from equipment panel interior doom in MDF paint grade finish no be confirmed with Owner).Allow ceerance for paint a5 well as possible swelling,and for lhs eoat.scear shear-Ift.1 efiew wrikes st tits,s.sed weathersaipping on exterior doors.All doom shall operate freely without binding and all hardware shall be adjusted propeM•Confirm flnlsh - PrarapbY natky 6o srehh-art is writing or ray,tlleenpaneies. -DLI EXISTING/DEMO PLAN,DEMO NOTE5 _ Division3:CONCREfE - - _Wor material and thickness prior tos°tlingdoom. - 1za cob AlwitsClio lee LFN GERAL-Seetlrawingsfolnotas,speel0 cebns W Specifications and memnt be minimum 'Division g:FINISHES � � � ' 'I. IQ.3.08 � GlientGhQngeS Bottoms of an exterior footings shah not be lass than 4'.0-bebw fin"grade.Maximum coarse aggregate diameter shell ren exceed 3/4'. L TILE-Ail floor the shall be Installed and provided by General oontrectur(OMnm with Owner).Bathroom floor the snail be standard gentle 2. I1.12.08 5tCUCtUrCTI ReViOV4 floor t TIES as manufactured by American Olean or approved equal or as noted on the drawings(124 x12'with Meted grout).Pattern,type and GENERAL NOTES - - .DIVISIOn 5:'METALS colors to be denRrmed With Owner with full samples prior to Installation.All file to be Installed per manufacturers meefications. L STRUCTURAL METAL-Provide sizes(k any)as lndicatod on the drewings All structural metal To be shop Primed with red primer.See 2-PAINTING&STAINING- - sVucturaldrawingsforen specific rrotns,sizes and locations. - A.FumtM all labor,materiels,mots,ladders,.sca tiding antl Offer equipment necessary to property axecute a complete job of exterior and 1 The General Conditions ct the Wmract car W16truction,6tandertl term d the American Institute of Archkeots,Nrrent edition,shell aPPy m - Interior Ind all work In this mmred,except as Specifically modified below and/or by the agreement. - 2.REINFOR con Shan reinforcetl Per structur°I drawings.Comer bars shall be provided M all comer locations antl Painting _ InmrmeNo Fv 40,OOD psi.......... inlm B.Pelnt alalns,sealers,fillers,linseed all.Shellac,taoquere,turpentine,and other painting materials Snell be of the highest quality,85 2 TheGeneral Comment shall fumisha construction Schedule estimating the chronological phaseschls/her work,and all related work far manufactured by Sherwin Williams,Benjamin Moore.or approved equal. the completion of the project The schedule shall Indicate ordering lead Omer,jength of time for each phase,as start and completion,with a - C.Colors ri be selected by Architect projected completion date. Division 6: R ENTRYa ILLWORK D.Scheduiecpaintfngana flnBhes Shanbeas fellows: 3.All mote ufle,assemblies,service equipment,Tarms and methods of construction,se wan as Me work Performed by the General Con°apmr, L GENERAL-spa drawings era notes for edditmwl Imarmatlon. - D.Schedule mQuhhis bkOltr of the Mossy othergCode,the Towhell comply will We mifishismarris and federal stem laws,including the 2.LUM BER GRADING REQUIREMENTS-see swctural noies. - - - IntenorgyPsumwale and ceilings-care oast or approved primer/sealer, - - requirementsoftit°Mass euldfng Code,Me Townie Con the drawings. department regubtlow utility company requirements,as well many AMolsmrscontent-Framing lumber not m exceed 19%and finish lumber and millwork net m exceed 12%Framing lumberW be min. - _ I've c°afa of fl°t latex• oMer goveming.ragWmmems,.wnemeror.rdt.spscifietl on the tlmwlpgs - FbelOWpsl,:Fv=70ps4 and E-L300,000psi umesshd¢afed.otherives. +' ''Intoner walls at 08tfes-orm coat of enamel underecat two coats of latex enamel 4.The Garerel Contractor shall check and verity all conditions and dimeruslons an the job she as the job proceeds and shall report to the - B.Quality-Lumber mustbesetundthoroughyseasoned,free ofeneckseM cracks,freehomwarp which cennotbe conected bybridongor WO0�0rm' - 36 IDoxTY�Awnuw Atchkexrt erry tllsttepen" Mtlerltln will be issued es neces ryend will beooma part of the centract tlxumems.The General Contractor - - nalling.Woodwork exposed m vlow an exterior or Interior shall be S4S. Painted-one coat enamel undencoaL one met seml gloss enamel shall Perform all work Mownantjme drawings and spaciflcatlons rainless specifically indicated others% � 3.GRADES AND SPECIES - - Smfned-one Wet oil based Sealer,two coats soon varnish. - - e+x..rm,xw.rra.ywrurry S.Where the caubmt,notes,or drawings.11 forary work of more stringent nature than that tequlretl by the bolding Cade or eery AAllframin lumber indutli EXTERIOR: Watwzlevinr rill 02472 r.ays�,..ir�urr g (including ds,wall I tams,sole dates,blacking etc)shall meet the lumber gmding requirements above,unless palmed-WB coat on base undercoat two doom ell based house paint. - rre•�,wq�mmr r rr department havingjuristlictiW over the wofi,Me work cif the more Stringent nature called for by the com mot noes,or drawings shall be Indicated otherwise on structural dmwings - ry e Nmeled In all taus. B.Sup flooring'APA rated mngue end groove 3/4'PI Stained-two coats off based main. T�i+ra`ir r r 6.An dmwings and Wrslructlon flies and plywood.Where exposed m mplsture in areas Such as bathrooms use, 1".Use v speclflcetlons ere complementary,end what ls called car by either will be binding ad,H celled for by exteror grade where exposed m severe moisture.Fasteners m be spewed at minimum 6'o.d a[edges and 10'me.In field In atltlmon to _ Taleplwne 617.926.8282 an.An work shown of referredmonanydrawin shallbe'rwldedas Division.10:SPECIALTIES - �^T. Y g p though shown anof any an eloed d he work C.Roof decking ng-Tovo. 1 L FINISH HARDWARE-Instill all required hardware to provide for complete operation of all equipment Confirm with Owner types,styles,and in Mina details no wings. anger or specified,movigbWs Precedence proper construction mein paRofthe work shall be Included aSRthey were farm shall on Paintings and staggextel"Oered,with Roof sheathing MeilbeaDPliwooed d shall harmed at angles comm manufacturers.Hardware shall Include,but net be limited m,door haldlea,locks,drawer pulls.cabinet door handles,drawer and door Freilmfla 6T7.926.8280 indlceme In rare drawings..Larger responsible onsibl f rife precedence over 6rd ithi Scale materials s - rafters.Ertl joints shell be supports on Dealings antl rm ediate with eeemala W jurec in line.Plywood shell be fastened with 8tl Common raa laux,a B.The General Contractor Menberesponsible for the Profeetion of ell Conditions end materbs within the Proposed construction am.The St minimum 6'o.ce<edge support and l2'o.c.ntintermediate Supports with Wnstmchon adhesive. bemwere,roll out trays,towel racks,hWMs,Wile paper holders,etc.Door hardware by stlnlage,lypinl,or approved equal.Exterior locks In General Contractor shell design ell Install adequate staring and bracing car all structuml Or removal Wake and shall he"sox:responsibility O.Wan Sheathing be 1/2'x 4'x 8'APA be keyed alike.Exterior deadbotts at all roderio doom Interior robe hieks.towel red%and bathroom accessones by Hewi,(col°m to be - for anydamage orl uries mused - plywood, exterior ettenar well construction. determined upon file q' by g, nJ eq ir during the execution of work. - - E.Floor framin sizes to be TJI/250 at Is-ac.-mee structural dmwl selection)m be provided Owner end frslafletl Connector.Canfirm boeUons far.application oT pyvNoO DloClon g figs foraDes and locations,9.Each Contractor shall make all required artangemenb car delivery of equlpmem and/or mammals.Each W ntraemr small be responsible for F.Roof framing to be 2 x 10%at 16•M-M.m be codmhed with structural c mwindL - Where required.all tralspormdpn charges on all his materiel m the potrrt of use,and shall be responsible car all unloading checking and sersge of Such G.Exterior soffits-To be 3'x 6-tome and 2.APPLIANCES-Any appliances provided by Owner eye m be Installed by General Contractor per menufedurers recemmentletlpns. material, - B groove ceder.All Imffite m bevenled.All new ridge rams m be varied will Cor-A vein a approved equal. Division 15:MECHANICAL the to General h is Contractor shall remove all rubbish and warm material,both from hid,own and°Mar eubWntreemm'employees,including H.Extertorsiding-To be pre-primed red cedar shingles by Menace,or equal,Stamm;R Painted m match existing house.(35'TTW,m match - - Met he wa which ls a bygrotluct of ceDlnet Installatlan,ePPnances,telephone company Installation,etc existing house): - L PLUMBING - it The use c the words'provide'o'Provided'in connection with any item Specified is intended to mean•unless otherwise noted,that such I.ExurilIt trim-To be 5/4 cedar stock or approved equal to match existing w1a tit antl Prone. A-Dmin,waste.end vent materials shall be w fellows - she llbemm'shed,Installed,and connected where required m produce a fury operable unit. J.Intil woodwork-Window and door trim m match existing house.All irrtenor woodworkmbemachine Santled fin shop end hand sandedin Piping shall be mart kronor PVC(Sch.4O)DWV of smooth and unified bore.Finings shall be Past from or PVC DENY of the same diameter as the. - 12.Where the cams'approved equal',-mizzi m',-or equar,-acceptable'o other general qualifying cams am used In these noes,It Mall be field with Painted finish.Natural maple mlliwok and built In shelves Where shown an drawings.` piPingserved. _ K Veniry tops-Beth vonity topsmbei]/4•Wdan(will full pencil edge),caermbe confirmed.Provide samples to Owner approval prior to B.Water piping shall be ripe ham copper tubing Underground water supply piping Mall be type'K•=post.Where placed under slab,if understood roar remrerroe ls made m the mling all Judgment of the Architect. - - L9.The General Contractor shall submit all fabriceden Mop drawings and faMne cute where required to the Architect for approval:All shop Omer. i re quired,pipe should be are piece with no Joints and sleeved In pbstio flexible pipe liner to avoid contact wit concrete. drawings and cuts Signed gq - - 2.HANGERS&SUPPORTS - - gned Wpmve&shall supersede dr'a in In deslgneppearinceenly.CMmmcorsshallassumerespMrelbllty L Caltmebyto be maplespedeswhh natural satin finish(se,dawings for locations).All venires bulains.M.m be pwidel and Installed by 'A.Cestlmnsoi4 waste and vein piping shall beSupported near ernteach hub.trot Including the finings.ntlrrtervals nctmexceed STeet Tar ermrm In thelydrawm�. General Cgmmcto.Shop drawings m be provided. B.All copper tube lines shall be Supported by means of copper tube hangers,of size and type adequate to support the[Ines,properly 14.All woodwork,blocking grounds ftreelopping etc to be Installed as required by all applicable codes Structural framing shown hem Is car - M.Lamnetea veneer lumber Shall have a minimum of Fb-2800psi,Fv-285psL and E-2,000.000psi. supponed from the building construction.Pipe 3/4'or smaller shell have hangem placed at intervals note exceed 7 feet.Hangers Illustrative proposes only and Shall be W m nflred by Owwh(urGC's)Structural engin eer of moord. 4.JOISTS-Al joists shall be tloubled under partitions and ns Indicated on Me oewings.See Structural drawings. supporting tubing l•and larger shall be Placed at intervals no exceeding 9 feet and both shall have a hanger at each change in horizontal m-The General Contractor shall properly procei any adjoining propery or work and any damage m it mused by his work or workman shall be 5.CROSS BRIDGING-Joists ever 8'-0'In span shall be bridged with one row of l'xTcom bridging cut on bevel and wiled permitted uP tight after sub direction.No galvanizedhangersshallbepeittedwithWppertubinglines- adegood without delay.The cost of patching and replacing ofeuch damaged Work shall be beme by the General Contractor.The Gemml nearing has been applied. 3.TESTS-Drainage nhes shall be filled with water tothe highest point before sell and water pipe Ore covered.Any leeks shall be stopped and sh all all also provide all necessary protection far his wl Own work until fi Ompbbon. 6.WALL&PARTITION FRAMING-Shall be42or Ce1W,SYP 2-.6-Saudis with singlesele plate and doubletep plain.Studs shall be doubled at tests repeated until no leaks are present Water pipes shall be subjected to min.Solos per square in hydresritic pressurs Or Ba required by - 16.The Omplextion wins and/or drawings are Supplied Toildab9fe the design and general"m of construction desired and are Intended to styes of all well openings all v°ss Priced when over 81 MO. _ local miss. _ imply the fires[quality of construction,material,and worl°wnshipthrough°ut. 7.CURING JOISTS-See structural plane and ancit drawings car dzes/loratlons 4.INSULATION-All hot and mid water piping shell be insulated with min.l'of approved pipe insulation applied in a heat manner,after - - �\ 17.The General Contractor shall maintain a current end complete set of Wnstmotfon decurtrerna SET the site during Wrchrucfgn for use of an - 8.DRYWALL-Provde andietall 1/2'gypsum blumeard with l/8'wnean plaster.finish on all ceilings and wells as indicetetl on the drawings. system ties been tested and approved. - O\ v tratles.All.Contracmrs shall be familiar with ell dmvdngs and specifications. ' Wallboard shall be meted in Strict'Wmormity m manoactus,la specifiWtdns.Use metal Omer beatls an all exterior gypsum comers.Meal' 5.PLUMBING FIXTURES end ACCESSORIES-Confirm fixture schedule with Owner.Owner suppled Rom shell be installed by Convector. JB:Applloncelfrtures and equipment Supplied by Owner Men be delivered m the building by Owner.brought Into the job sum and Installed bead trim shall be US Gypsum 204a metal trim ors roved gs and Men m sidewalls.Plan lengths m - 6.WAC EQUIPMENT-Confirm Vice,sizes,and manufacturers with Mechanical Contractor.New healing zone with air Wndmoning In all new j� \ by per manufacturers snts. net DD equal.Apply et mar man 7- work-petfineten mdation shall be installed m eWommodate the new work Locations for equipment shall be cenfirmed In Me field,and shall nddG Comrmctons pedfirwtiow Coordinate With Owwrfo sPadfk items sfzesall requrements,tleliverytirtx5, minimize el.Apply nish cosu°tigm manufahen cturers g Spam menclateremno mod then 7'apean surfling Gypsum and not mom Man B' mural ewithAir Conditioning Subedntimmor.All coordination with subcorrtracfor•including electrical requirements•patching and repair of `\ 1✓\Y apart on wall panels.Appyfinlsh ccetsper manufacturers recommendationsm achieve Smooth,even wrface.Gypsum msmlmlmn shall be existin etc to accommodate new mechanical layout shall be included in this WmrseLSee HVAC notes car additional equipment and 19.Ilse M any design MMwn on these drawings for Btry purpose offer tlwn this project ls uwuthor¢ed. - -done by experienced drywall a g \�y\Dpliwmfu nOmtaity engaged In woo Irabe. - 20.Plumbing mechanical,MVAC,cod electrical work shall be performed by IMrsons Ike setl In Inafr Uetles,cold 6nan artange formal obtain � 9.INTERIOR TRIM&MILLWORK- - IaYout information Carefully fining Interior moldingaL Al expask injawinla treel he machine hammro mend:.Mbm ooth finish, with 1.All Pending materials aterimd=rroRs. Woeand butt and for Sd TO and mitreall moving Jams ofmoorings-Allexposed,and level Sanded toasmooham..whin Division 16:ELECTRICAL areas obec meted by Scored and G construontraction tea.anQ/or erry erne of the Dulltling era to be 60dured In a larked area.A0009s m such 80 jams tight antl fomred m conceal shrinkage.Set all finish work atralglL plumb,antl bM in tract alignment rigldty secure in place.In efbes m be controlled by Owner and General Contractor. general,set all work in ace L PANEL-Service panel m be examined and modified as required m t accommodate Me work Additional 5ubpenel shall be installed m service place by concealedad from warp, open joints another defects. riink ACCurarily defend brace(ramssmhold their cow oddhbn Hrequired.Subix3n81location to Wflfimletl In field wkhelectrlcelWmmcmr. 22 DOnswctian operations winbeOnfiitedm rommel wonting hears: am m5PM.Mondays through Fridays,urns allowed by the Owner and positions and shapes Complete all work had from wary,open joints and Omer defects. �2.WIRING-System of wiring throughout shallbeapproved tipper cable with ground and low voaage tabling as par manufaemrer's ED S Ixairagubtions. 10.FINISH FLOORING-See drawings for all finish flooring materiels.Adjust dome and thresholds as required based on final specification. mING-Syte for bw ghout hall beets.23.Drawings are not m besOled for dimensions androraies.The Ge ml CoMmcmr shall he responsible for measuring existing field facemendatim Ontlltlons priorto commencement of work and Periodically during lRMgress of work m vorRy all Crtticel dimensions.Aty tlevlatlon from ., 3.OUTLETS&BOXES-Confirm with equipment to be Installed end accommodate as required.Switch and receptacle boxes la be of dhneRSlwL4 indicated on drawings m be approved by the Architect - DNISIOn 7:MOISTURE&'THERMAL PROTECTION _ galvanized steel of plastic inslaned lntremewotk with merit mourning bracketsolntegal roils.Electrical cent quern[ties, 24.Any changes or m°dificentlons,which deviate from the intact of plans,must be approved by the Architect priorto construction.Changes L GENERAL-The Wntracmr shell II tabor and materials W cemplefe, l0whig nams shown n the dmwing%or hemfn specified.or $war,manufacturer.and I=wm. - - affecting the agreed upon dentrec sum must be approved In writing prior to construction alPng with tittered Schedule ctvalues for mid work. 4.RECEPTACLES&SWITCHES-Shall be Installed as required byan titles,confirm fiw Owner, t locations in field with Or Receptacles shall be 25.The Contractor shall obtain all permits,in.arc dM.bens of insurance and Provide any and all bonds necessary(including sidewalk bond_ A.CBrtainmoj Weathered wood 3 POP erchhactural shingle,Wlor m match si Sting house,with min.25 year waramee,m be Wnfimned. - Ouplez type of hire Bakelite, with Owner).Wall receptacles and telephone Bntl eeDla outlets M811 generally De deceit l8'ebove ry( s s finish floor,cabinet receptedes 42'above finish floorer as conditions aldw.Switches shall generallybe laced 48'above finish floor,type RRgeiredj.ew Shen ixey'ferssme priomtbe start If work tM smPerfom and will retain and pay car an required ircpecb'ms during the ng aympnrn(mdWing 'film rows fee and Water shield)a uired ' and syle m be confirmed by Owner.Manufactured by Wtron Or equal.Confirm electrfWt requlmmems m all by of trip wpm, G Metal flashing and rcofi under Owner,installed by Contractor. appliances m be provided 26.All work,for ell trades,shell be done In a firs[tsss manner by experienced mechanics,ekilkd In Meir trade.� -Ca m requl o and ju arms of different meter '- 27'The General utrectorshell be ascertaining padDnity of all mlltearlels and assemblies,and guarantees such. - '' E Batten insulation and rig Insulation board. - .; Division 17:'LANDSCAPE resposinin car lean min coin 2.ASPHALT ROOFING&UNDERLAYMENTS-New roofing with 25 year wewntee,Class A or as approved by Architect Roanngri be installed W be a rmittmctor k renWnsible form of the work dean antl PUT I Organized site,free l-b-.d an-, dose I each hickwor a norday.Smoking_n_no Over 5/8'exterior grade sheathing with min.2 rows DmMhere ice and water shield°t cams(minimum 2'Overage up roar past well line L SITE PROTECTION ro be permmetl.UWnfinaleWeptanCe IHthe work etjoD dose out bevy premlsas'broom dean•,remove lobesvmish ere Iwf pemmenerL A Confirm wall Owner trees m be protected during Wrtmruction.Gri ling landscaping and repbcement of topsoil tobe confirmed with dean plumbing fixtures(fine of Plains),clean mgstem g,W fixtures,and a below).15W.roofing fell ism be over plywood decking,cosh layers ls a -_ overtopping at least 4'working toweals the ridge. Owher. - - - 29.Cowtrllotbn operations will not Involve Interruption of heating water,Pr elacbkal seivkee Toother Partners;of the bulling without fillet approval and notice I'm an the Diner. 30.All required exits.ways approach theratc,and way of Travel from the erns to the street shall oornmvou9ly be meimelned free from all - - -O obsteuctlons and Impediments for unobstructed somas In cas°of fire or other emergency. - 3L Where roasting fireproofing has been removed as a result of demolltlon or new construmon work.the General COriractor shall dose and/°r Patch as required all openlnp to memh Immediste 110-M areas M materiel,finish,and fire rating 32.All work Mall be guaranteed agaiwt tlefects far a period of me(2)year from the established date of substantial completion,unless r MthirwIsenoted,ur from the data of final 9Oeptmes Of the installation.Any portion of toe work,which develops defects during that time,Mall be mplared or repaired in a manner sersmdoryto it.Owner at no will ti°wl cent E1 EC T ORS vV[ FALKSON -.. P.HASE �. 11. ,- -ADDI -TI SL iUILDI G ._P�, -� r 126 LAKEVIEW •DRIVE, CENTERVILL€E', MASSACHUSETTS 02632 �� i \ SCALE NONE DRAWING NO. Is Flt<EDEP Id DA,E, ezOoe (7 Q J Ill IJT °OTN crr - o x 7EE,A7-URES/RE E .E DRAWN BY dh. k FF(l rf i i UC JOB NO. 0804 SHEET OF 10 i'� ` PROPOSED,LOFT PLAN - I CN '``I I BI GI DI F7 - FI 61 e tL LOW 4.LDS 5: . ) RAILING `fl Z 4'-0 -f, i 32'-0° 12'_O„ U d) TM CwKmetor e1W1"dV e9 Clese 1—0 Me rlb-d 9 1/2" 6'-0" I LOW 5TONEi - I P-4m 7 eems ao e.eNieet a a� WALL I BOOKSF�LVES No De4 a�e 10.31.0b Glient Changes O — - -- - - - - - - - --- - -- - - - - - - _ - - - - - - 2. 11.12.08 Structural Revlew LINE OF STl� 8'-4I/2". 6"STONE WALL I E ry-trI W17H POST LO STONE O ° r _ - S/ _ Y _ POWDER I ±18'4 8 EW L BrtAR O � I10 � •'fly_r_ N �• F E � EQUAL. � I LADDER _ � I � I. CERANjIC TILE - --I'--- Boors 67R. .I � •- - SINK BEw;x" I I ' I I HIGH I I T-3 9/Ib" . 2,_b„ FAGINGO L O I.. ,' I u CERAMIC TILE 36 Osxtar Ave�us ` ._ I S MILLWO 4 I _ - �; wea�.rn"MA ozaTz "'�•.^••••eesis . LEI9 ClDSET Y/REGY LE/ETC. KITfI TI (3 HARDHOOD Q � I i T. B. I I ' T .mow... CTR R. RET'.1 II 15TI a _ - alphona 817.928.9282 - BR Ur tt1 I °°5, mW 2 I' - I GIRLS'BATH F.mNmlle817.9z9.9ze0 7 LL I D K i I I. _ I i `O - - - - rrrw eEan-VE5 - I - I _© -b _ 1 'HIM BEDLOF I _ FI ALA @8I}� 93'x 65", ABODE p Ci I _ PA 4-p" WALL L- -J SHELVESi I I. I —I Io OI ® I ^ OVENS -MILLWORK L. O u. _ Vi IIS DN.7' O O P - :I1J __ O. El FI DI HM Ifl O°I 9T9I X669D' UPTO iyk REQV LOFT' k�T ---- --/ 1 UNIT. •r, I 5TUDY/LIBRARY ® - r1.5°M6FL r - I' - O' CL. GL DES I 115 - EOUNTBt 6. I`l n 7=;T s' L LIVN6ROO1 TA S 0 IT}II I I I I 126 LAKEVIEW DRIVE EL.4� REMAIN I'� 3-b", p ROLLI DRCSSRK4 ROOM E 1I - NI CONFIRM I _ i;A/J ! INF TAI BATH r.�,�' I - - - - I' LOW -r l - - -WDG� - '�1-T�-- - IZPYOI �oa_ O I ,� - GENTERVILLE, MA S�S 'NECY. ABOVE WALL 106 _ LOFT 1 B. E . b I -- ---- - --- 03 LOw I 3 ' I- I I. Nov COL N5V C0. To L i LOW STONE WALL I i DINING ROOM (D TNUN B 3 LT I 4.0 b'-4° I III 33' 63 \1v\ AT V II¢ O REUEEE r. _ 1 1 KING BED sr I ivIOr�-Ds �I_ 6,H,x b,a. L OFT p m m« I O K \ O c�v s I NF BELew 333,xBm II I LI AT .HEADER 'I _ _I _fV ' i _ IN (ALA BEAM O WINIDOWS- E -- --- -------- - L / I _ I I I GASH ❑ I - COL. 13R0B/ 1 .xl I. --- - I - - - '-f0" O GRILL RASE. WINIl70W /' I I PLooR: 4'- " - - l OUTDOOR GRILL UNIT - i - - - - ON SLEEPERS '- °p . .TO MATCH � _ I _ / _ LEv� _ COCATNN$TO BE - O' I .I SUNRDOM AMILY .\ . I i m 1 ODI N os CONFIRMED ` _ I I ® I / �tl - \- �TWI XBED 139' 63'- =/ I 4Tx72° to O UNDER CNrR EQ EQ (LJ&Ns -tREF. V41TH r ... j// r N DOORS ABDVFJ LINE— A A E p —.— —— FLOOR PLANS i I - - b,_0" 13,_b�: ~I, EQUAL ELM,' EQUAL MEQ - LINE OF . EXISTING - _ BUILDING SMOKE DETECTOR BY RUUD,EDWARDS,OR EQUAL.HARDWIRED WITH BATTERII BACKUP I I CARBON MK)NbXIDE DETECTOR BY fam - - FINAL PATIO YOUT EDWARDS,OR EQUAL.HARDWIRED'WITH PROPOSED GROUND FLOOR PLAN AND LQCArNo To MOTE-TREE LOCAT ON Is BATTERY BACKUP.PROVIDE DUI C0/SD APPROXIMATE) 9-ALE I/4°= I-O" I I - �coNBl�n I I IF LOCATED ADUActmm. NOTE ALL LOCATIONS A ID QUANNf�IITIES TO 1 BE CONFIRMED BY LOCAL OFPIGI.�LS. SCALE I/4"=1'-0" DRAWING N0. I I }�DATE H.20AH oNAww BY KAD/DH -. Joe No. 0604 6NEEr 1 r •a NOTE.VMFY ALL PROPOSW TO BE - - HALL LAYOUTS PfTH EASTItOAS-BUILT CoOtaTIOW-L 1`1101.LAYOUTS DJR/� FT r � rye' r� iT. L } { fAm 2. wI, s Its■■��I, nV4 mmm WOMAN � il■ O �►' � VY _���� a ;� _ INN _��..rs-�r•- _.v�V�I���I��■11�■■ riffs �Cill IiriW■IIIUIUIful111a111� ���MMEM:!� i (1 i INMAN • i a � II .. > i NEW �c: I srts�es � I ■i1■ ■■II,1 1 ME W R �� Ill lli{:,.I II i1PJilII L,r s:, m NT Dow LOCATIM TO BE POOL AMP T1 O r_1� . , . .. . .e Y r� • • , _ f / -y NOTE.VERIFY ALL PROPOSED HALL LAYOUTS PUT11 EXISTIN9 AS-WLT 001,10 TION5.RNAL.LAYOUTS' TO BE C40WRt-9D BY OMgRS. fir a o r- � I�g Ai a i 1 I �PLC �I��.eom Tre..so.rr.m.o./y ofeYrkr of ou.�e..s 110'-2 I/2' I `Tv r..+eyrwerraawr..W�or.vereerw+. A44I a BMar I 1 —J 2. 11.12.08 Strvot"I ROVIDW I....' 'MOM L Dwlr-n+ — 3. 4.I0A9 1 7th Mooting ' (AuvrD 0° 4: 4a104 a 'iont Revbw POR MA01laM 5. 6.6.09 Glont ROVION ON CAEARAW4!ORION Y r10D FAIq PROP05ED STAIR TOWER PLAN TSCALE 1/4 I-O SEE D"S.51.1 .........................-==AEOIff9V,f0l1f- I �' rtA,lsoaretW-2 1/2' _— -_ J. 1� MW.4 slAr �Nl senor a r�osesa ...:d,...a...... -- I41 W90MA9® W I rwmaneTTm9s1o: 1 I ® ® No � dIRy2-0 ROOF 9P�dR®. I 11361 G BILM ® N Pwv'sent 01I.D80.t7D00 r.emimerae�re mm To in I B•t - oaawrrmns. 2 OOIRR @D IN PHD aIAM T. T. LOW /1\ WLT4N rI—— T. 1 � I StLys q MatI ' i�'-��n ...---_ � 'D ' I I 126 LAKEVIEW DRIVE IT6W L GENTERVILI_E, MA � s e s000=m%aoi J t- e — ——OOP-- At CPH * Yq ObrOM1tlNKTYiO I cat4w ROOF Y�iY e . PALBSr�D I - 7, BE ° MMM mimAPPITION 1 SECOND FLOOR PLAN PM! P0MW MOTMMTAIG OR 9OLAMTKM M.L PMM9 j i �EOIIA4IWIDMIW HIM DATTOW C,AR6GN TtlNOXID!D!I[G.Ta2 BY RID. ®®WV@s.OM lMW WVIOTM�MTW - PROPOSED SECOND FLOOR PLAN '=O'0MA1M ATON Is ��oxD J ��dw c4w I IR LOGA,®AD.NORtT. 1 NOTE.ALL L06AWO ADD GLOM YM TO SOAM V4'•1'-O' ODAWieAlO m ALE I/4'•I'-O D!OOeP tpYO DY Lx+t.O"WAL& ! - DATE 82006 oTaAwn sr KAD/OW O q. ao0 ra o!!04 eWri�O►�.op 0 (0 vco ® off � �--- w