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0018 BRIARCLIFF LANE
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M. .-L:. .q- r s... 1nil ,,.s _....,. ,......, 4 ,r.. ,.xAM— LAW .. .x .. 4 r:a OW i� .... � r ... ti...... ..... b; '..:Y` 4,. . n ., t :, '.....+✓ .. ry:xi..� ., :t ..., h .,.. Y f� 3 Qj Now - 'S a: ?. F � u .. �9t t v 4� d ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �y0 Parcel to � Application # Health Division BUILDING pEpT Date Issued Conservation Division Application Fee Planning Dept. MAY 10 2016 Permit Fee � UV Date Definitive Plan Approved by Planning Board Tnwry "AF-41STA BLE Historic - OKH _ Preservation/ Hyannis ��ATL SST Project Street Address VillageI" Sal Owner Address -e ra Z Telephone ,Per t'Request �'�'l oIn 2 STD 2� 1�6 V�'�.� P_/,4s+L r, S o rr Square feet: 1 st floor: existing proposed 2nd floor: existing6 proposed rTotal new 60 `� Z'oning Districtll� Flood Plain Groundwater Overlay 6ojgct,VaIuati0 Construction TypeS'�14� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Two Family ❑ Multi-Family (# units) Age of Existing Structure N Historic House: ❑Yes OrNo On Old King's Highway: ❑Yes aj o y' Basement Type: ❑ Full Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) �lJ _ Number of Baths: Full: existing_ new B Half: existing new Number of Bedrooms: OL existing _new Total Room Count (no2Gas Type uding baths): existing new��First Floor Room Count Heat T e and Fuel: ❑ Oil ❑ Electric ❑ Other �� �� Central Air: ❑Yes C�N0 Fireplaces: Existing O-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 AppealZo orization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review#Current Use (& Proposed Use SiO e � APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .4 Name J 0 ON Telephone Number�� tAddress �2 ` �Tl l-�� License 4L- 6q 4 k4 q-6 . J �Y����•-�' ` . N' I Home Improvement Contractor# Emai101-4QrYl-tC�(,t.� ��� ' Worker's.Compensation # �lJ 'i'►U� ALL CONSTRUCTION DEBRIS RESY LTING FROM THIS PROJECT WILL BE TAKEN TO _l,ls-2� 5 SIGNATUR r :DATE i FOR OFFICIAL USE ONLY APPLICATION # 4)ATE ISSUED , MAP/ PARCEL NO. s ADDRESS VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 .77ze Con;•Pnionivealih of f?6 assachr setts Deparament o,f bidusft ial Ac"ciderrts Q,ffi`-ce of Investigations I 600 Washington Street __y Boston,CIA 02111 nwi-s mam..gov/dirt, Warkers' Campensatian Insurance Affidavit:BuildersiCuntracturs/FlecfriciansIPlumbers Applicant Information A l Please•Print LegibIy Name(Busiwm'az imdonadic idaai); Address. 02 9 City/StattOp- . ��•h Phone S—b Are you an employer?Check the appropriate bov Type of project(required) 1_❑ I am a employer with 4. am a general contractor and I 6_ N. consfrai ta ctio employees(full and/or part-time)-* have hired.the sub-contractors ❑ 2.❑ I am a sole propn6.tor orpastnes listed on the attached sheet 7- ❑Remodeling slug and hm a no employees. These sob-contractors have $. D lition wadring forme in any capacity employees and have avoticers' jNo❑arkers' comp.insurance comp.insurant�e I q- Building addition recIE&ed_] 5- ❑ We are a corporation and its 10❑Electrical repairs or additions 3.❑ I.am a homeoumer doing all work officers have exercised their 11.❑Flumbingrepairs or additions , Myself workers' right of exemption per MGL �' �o gip- 12.❑IZoofrepairs insu ce required-]i c.152,§IM and we have no employees.[No workers' 13.❑Other comp.insurance required-3 ;Any appFi_=that checksTws#1 unu^t a]sa fill cut the sectioa beTawshossing ihe¢vAnkeis'campematwapcHU inform2da L Hameawnfrs who submit this affidavit ia&—tmg they are doing all wal and then hoe autside coatracmrs amct submit a new affidat'it indicating sach tc'antractnrsYbat check!Ms box must attached madditional sheet sbouingtLenoneof the suh-caAmctx7s.sod statewhether.ornotftse entitiesham employees.I€thesub-contactumbave employees,theymustpmide their n'nrkers'romp.pGRU ntaaber. I am art ersp�Yrr Heat is prmzdnrg yuarkers'canrper�satiort irtrrtrance form}*enrploy�ees �SeIvav is t1r�paticy�arrd jab sire _ . . irzformatiori. Insurance Company Nam: Policy 45'or Self.ins.Lic.:h Ekpitation Date: Job Site Address:` City/State/Z' p: Attach a copy of the workers'campensationpolicy declaration page(shotiMtg the policy number and expiration date). Failure to secure coverage as required-under Section 25A of MGL c M can lead to the imposition.of criminal penalties of a fine up to$1,500,00 and.Tar one--year imprisonment,as well as chril penalties.in the form of a STOP WORK ORDERand.a fine . of up to$250-00 a day against the-violator. Be adi sed that a copy of this statement may.be forwarded to the Office of IravesEgatioms o e DIA far insurance coverage verification. I do Fier b U r thepa&l andpeu fperj ry thatt7te informationprini&d boi .is bue and correct 9imatu Tate: - 1 Phase Official use only. Do not avrite in tFib area,to be coinpTeted by city artoiwn offi aL City or Tons:- PermitUcenise# Issuing Antherity(c rde one): 1.Boni-d of Health 2.Building Department 3.Cityffown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Othher Contact Person: Phone#: t tuformatxan and listructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their e�Ioyees. p [p this stye,an enployee is defined as."_.every person m the service of another under any coufr-act ofhhe, . express or implied,oral or written." An errg gayer is defined as"an individual,partnership,association,corporation or other legal entty,or any two or more of the foregoing engaged i n a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of a a individual,paminership,association or other Iegal entity,employing employees. However tha owner of a dwelling house having not more than tbree apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintr nan ce,construction or repay wmic on such dwelling house or oa the grounds or budding appurtenant thereto shall notbecause of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also sties that"every state or local licensing agency shaII withhold$re issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally.MGL chapter 152,§25C(7 states"Neither the commonwealth nor any ofits political subdivisi6ns shall enter into any contract for the perf6un an ce ofpublic work until acceptable evidence of compliance with the in crrrar,ce. requirements of this chapter have been presented to the contracting autholity." Applicants , Please fill out the worker'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), addresses)and phone numbers) alongwiththeir certificate(s)of i n cam;,a ce. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, apolicyisrequired. Be advised that this a$dayit maybe submrt-cr-dto the DeparmentofIndustrial Accidents for conffimation of fimn-ance coverage. Also be sure to sign and date+he affidavit The affidavit should be retr=e;d to the city or town that the application for the pemait or license is being requested,not the D eparimeat of Ldusttial Accidents. Should you have any questions regrading the Iaw or if you are required to obtain a workers' compsation policy,please call time Dep arfinent at the number lis�d beIow Self-insured companies should enter tlm en eir self-in prance license number an the appropriate line. City or Town Officcials Please be sure that the affidavit is complete and pried legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pen incense number which will be used as a reference number. In addition,an applicant that must submit multiplep=itgicrose applications in any given-year;need only submit one afidavit indicating current Policy infoimation(if necessary)and under"Job Site Address"the applicant should�nRte"all locations n (ciLy or town)."A copy of tht•affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses: A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial vent ore (ie. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you is advance for your cooperation and should you have any qu ans, please do not hesitate to give us a call- , The Department's address,telephone and fax number. -Tha CG.MMagWe�aja of Masmchus-A DqpEdmMt Gf Indutziak Acc enta ; uef-.of Bastwn MA G�III Tf,-1.:g 617-'27-49QO QXt 4€6 or 1-977MASSAFE Fax#617-727-774 Revised 4-24-07 .mom gc�f din °� T y • ':` Town of Barnstable o� ` Regulatory Services F F ' E R15TNL-Pl Rfp fF' X_M$ Richard P.S=1%Fedor 16 Building Division To=Perry,Bmffidmg Connalssianer 200 Main Sfreet HTdmjs,MA 02601 wwW townbarnsfablema_us Office: 508-862-4038 Fag: 508-790-6230 Property Owner Must Complete and Sign This Seclzon if Us inn A Builder v_Q ,as Owner of the subject property - to( to act on raybebA he- b . is all matters relative to work anAoIIzed by-this b permit application for. ` O F�• ,F (Address of job) Pool fences and alarms are the responsibE7of the applicant.Pools are not to be filled or 47 d before fence is installed and all final ' inspections are performed and accepted. S; ,*p of Owner % t=o App riot Name Print Name Date . �FaxMs�wr�xP�sze�oors ' Town of Barnstable RegIIlatorp Ser'Pices Richard V.Scar,Director , Bydldi g Division � F �r=rra•Rr= f Tom Perry,$ta-Iffmg Commiadowr 200 Mgn Hyamus,MA 02501 QED wWW tnen.hara� Office: 508-862-4038 _ F= 508-790-6230 ' - HOMEOWI�err-rrvaR ER�IZON • .PlexsePrmt DATE' . JOB LOCATl01IL- nTffnbcr name - b, phonc#. worjcpbonc . T • ----CUFSM4T'MAnZiG ADDRESS: _ city/taFan s� up code J The current exemption for"homeowners"was exfiendEd to include owner-0ceupied dweIIULn of six units or less and allow homeowners to engage an individual for himwho does notpossess a license,provided that the,owner ads as supervisor_ DEFQiITLON OFHOIAWWN . elan s who owns a. arml of land on which he/she resides or mfen ds to reside,on which.there is,or is int�aded to be,a one or two- � p O p • fimily dwelling, attaehbd or detached siractoras accessory to such use and/or farm struc[in:es- A person who consimcts more than one home in.a two-year period -shall notbe co side ,ahnmcownear. Such-hnmcawner".shall m bmitin the Building.Official on a form erg stable to the B�dmg Official,thatbclshe shall be res�ansibls fur aII sash wo�gerformed�decthe bmldmg pc=it (Section 109.L1) - The undersigned`.homeowner'ass es responsibility for camphance wifhthe Stkb Bm7.dMg Coda and other applicable codes, and - F bylaws,tales rt-b Tafia�S . _ . r � I 'a�gaea-homeownce=ff sthathd/sheim� _T�dctbeTowerofBaz ableB�dmgDmparlmmtm>IIi�mspec5an pm=dn=and rmgairem ents andthat hrlshe will comply with said procedures and regnaemerds- ' Si�ahae ofHamcatrncr - . AppmPal efSm7d"mgOfficial Note_ T'hrea family dwellings contLiog 35,000 cubic feet or larger wMbe requiredtn comply wish the State BuOdmg Code Section f27.0 Cm:stra n.CantmL HGZ MDWNEk S UGH The Code sfates that 'Amy homeowner performing work for which a big permit is required shall be exempt from the provisions of this section(Section 109-U-Ucensmg of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,fiat such Homeowner shall a.ct as s'mpetwisar." Many homeowners wbo use this e=mpfka arc unaware•fhat they are as=wjng the responsibilities of a supervisor (see AppendbC(?,Rules&Regulations for Lice*+simg Consfruc ion S¢pervisars,Se-inn 2 i5) This Lark of aw•areaess oftra results in serious problems,par cul2rTg when fie homeowner hires unlicensed persons. In$his case,ouic Board cannot .Proceed against the uoiliceased person as it Would with a rimmed Supervisor_ The homeowner acting as Supervisor is aifimatelp responsible To eusure that the homeowner is fury aware of his/her respoasibl'iifi-es,many communif e's regodre,as part of fze the homeowner tbathe/she nndersfands fie responsibilities of a Supervisor. On fu Iastpage application,that �Y permit a, P PP of this issue is a form curreniiy used by.several towns- You map car e t amend and adopt such a form/cr mf*on for use in your camsauraip. Qt47pFlIFS�F'OBZ�I�+*^?';�Pezffitfi�.s1�8,FSS.doe . Revised 061313 �THE 1p� do Town of Barnstable szAB�E Conservation Commission 9� MASS. ��� 200 Main Street, Hyannis, MA 02601 E-mail:conservationptovvn.bamstable.nia.us Office: 508-862-4093 Fax: 508-778-2412 CHAPTER 710 GUIDELINES FOR SUBMITTING A REQUEST FOR DETERMINATION OF APPLICABILITY (RDA) APPLICATION A. The Request for Determination of Applicability is typically used for minor projects. Advance consultation with Conservation Division staff is encouraged. B. Complete the Request for Determination_of Applicability application(WPA Form 1) http://www.mass.gov/eea/docs/dep/water/approvals/year-thru-alpha/w/wpaform l.doe and attach the following to it: /I. Your sketch of the project on an existing engineering plan_or GIS plan. The sketch or plan shall be drawn to approximate scale and shall depict both the project footprint and the offset distances to a wetland resource area(i.e.wetlands,coastal banks,dunes, etc.) The sketch shall also be signed and dated by the prepares. GIS plan.may be obtained in Conservation. 2. ;A opy of the U.S.G.S. locus map may be obtained from Conservation. Indicate project,site with an . �J farrow and write the word LOCUS. !r 3. �A list of direct abutters and Assessors map of their location. These are available on the town web site at town.barnstable.ma.us or you may request assistance from Conservation staff.Under Chapter 237, Wetlands Protection, of the General Ordinances of the Code of the Town of Barnstable,property owners actually touching on the subject parcel upon which work is proposed shall be notified. 4. A copy of the abutter notification letter. Complete the letter supplied to you. The staff will issue you a . date and time the public hearing will be held when the application is ready to be submitted: The notification letter should be sent by certified mail,the same day the application is submitted. Please plan on attending hearing. 1/ 5. Written detailed directions to the project site: 4t. Make lecopies of the application with items#1-5 attached. Submit the original plus 8 copies to the Conservation office along with the filing fend/copies to MassDEP,20 Riverside Dr.,Lakeville, MA 02347-1676. fD. Town filing fee is$100(except$150 for vista pruning or$400 for wetland delineation confirmation). Fees shall be doubled for after-the-fact filings. Please make check payable to "Town of Barnstable". E. Have project staked(e.g. staking the corners of a proposed addition)by Tuesday 8:30 A.M., one week prior to public hearing to facilitate field review of your project. F. On the night of your hearing,make sure to bring a personal check to cover the cost of your legal ad (usually between$10.00 and$20.00). The exact amount will be posted at the table at the back of the Hearing Room. Make your check payable to"Town of Barnstable"and submit it to the Administrator when your,hearing is called. Revised 14 May 2013=DEP web address Amended: 10/14/14; RDA-notice by certified mail : Q:Regulations/Final Chapter710 r _ t AWC Guide to Woad Construction in ffj��Ir Wired Area. :11O fnph T-Kad Zorze e pah e (�sa cs �301 t.l)rMassachus Com Camplianm 1.1 SCOPE. - ' . 110 mph Wind Speed-R sec gust)__--._- �-- -----_ _ _---- --- _ -� Wind Exposure Gategmy..__ ___..__�_ ----------• ------•---------- -_ .�----___.____-B Wind Exposure Category..:.............Engineering Required Far 1 iYfire Prnjert-----.--.--=..._.....-----.-._......._C Wi WA;; { 12 APPLICABILITY _- -- -plumber of Shies(a maf which exceeds 8 in 12 siape shall be considered a story) stories 5 2 stories - lZoof P-rfch -.-.___._ -__-__.-_----_-_--_-.-__.---(Fig 2) -- -<1212 - .i' Mean Rc of Height -- ---.-_---- -. __:_,(Fig 2) -______.--._----.-_.__ ft <_•33' Building VVidth,W-__. _.:_--------- ---Fig 3)---.--:--- =------ Building Length,L _._._______._---- --_-- - _-- . ---•-- Bo, �- BuiTding Aspect Ratio(LAV) _._.___._-- -.__------(Fig 4)----- -- --------- --- 1• 5 3:1 ✓� Nominal Height of Tallest Opening2 ____--- ---- --(Fi9 4)- ---- - - --:--_�.dT•��SR G 1-3 FRAMING CONNECTIONS , General campl"rance wb framing mein-fiarrs (Table 2)____-__.--•__---._.�.__----------:__. 2-1 FOUNDATIDhI Foundation Walls meeting requirements of 78D CMR 5404.1 ' Concr-ef ...---..................:...:.....•---••-------•-----••-----•---._...------•;--------.-_-...-----•-----------•-------------- - . Concrate Masonry..---- ------ ------- -_ __- --- --- - _------=- ---- �" 22 ANCHORAGE TO FDLJNDA-HDN � 518`Anchor Bolts*imbedded or 518`Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing general -� 1� 9-9 --•--._...._-•--•---•----....--- •.(fable 4) -•--.�..--------__-___-- .�_in. Batt S cing from endlbint of plate----_-_-(Fig Bolt Embedment-concrete___- --_--___{Fig 5)----_. in.y 7` �G Bolt Embedment-masonry-----�..- Plate Washer-'--_'. 3.1 FLOORS - Floor-framing membar spans checl�d _:��___._._(per 7BD CMR Chapter 55)----- Maximum Floor Opening DimenslDn_____._---_---___(Fg 6)_._____, 'ft<_12' Full Height Wall Studs at Floor Openings less than 2'from ExhE,4ix Wall Fig 6)...:................................... ✓ Maximum F1Dor Joist Setbacks Su Di'fin Laadbearin WaiCsorShearwaI!_-.__�_ r _. __ ___--� *t1 <d Maximum Cantilevered Floor Joists . Supporfing Laadbearing Walls or Sheanarall_�-�_-(Fg 8)-______-__--•- _--- _- QWiVfte `d -FlaarBracing a Endwalls-.--._ ------ ___ _CFg 9)�- - e ._ --__----_ _�- er 7B0 GMIR C -- - - �0 tC Floor Sheathing Typ -__ (p ' p )-_ -_:_-_.- _.� Floor Sheathing Thlr_mess ;-(per 780 CMR Chapter in- Vol Foor Sheathing Fastening_---_---____ 2)_lird nails at W in edge I in field ✓. 4.f WALLS ' Wall Height Loadbearing _.-_Fig 1fl and Table 5)___._�_-_�_;7�ft 51 D' _ NDh U•adbeadng walls----_--- -_- -_--(F910 and Table 5)-__..-_.----_ ft'S 20' -� Wall Stud Spacing _...___-._-. -___--._--(Fig 10 and Table Wall Story Offsets --={Figs 7 8)�_��_.. - ___-_ .�/ ft c d 42 EXZ OR WALLS' Wood Studs Laadbearing•vralls-------....-.__: . (Table _:2x - � $ in. Non-LDadbaanrig walls __._._ (Cable S)---- 2x fi) irL' Gable End Waal Braang�. _-__------ __-'_ _. _...._ Full HeightEndwall Studs _____---------_.__.(Fg 10)__��.�.___ WSP.4f3c Floor Length----�__-.__�__ (Fig 11)----M __ _ _ _ ft rWf3 Gypsum Celling Length(if WSP not used)--__-_-__..- (Fig 11) _Tft et D-9W alad 2 x4 Continuous Lateral Bra&e @ S ft:❑_c._(Fig 11�...................... ... =_I� PCXx 3 cz tTmg ftucing strips@16'spacing min.wry 2 x 4 blacking4 ft.spacing in end joist or truss bays Double } ✓ Splice Length __—::_ _ -._--- ---(Fig 13.and Table 6)_.__- _T ' ft Space CDrineC9on(nD.of 16d common nal�}r - --- - ------- � �-may-.- . fI FYCT Guide to Wdad Corrstracd rr irk Aigh [Knd,4reas: IIO rnpit Wrrrd Zorce Massachusetts Checklist for COMPHaUce(90 GFY- S3' I_z-'-')' ' Loadbearing Wall Connections - Lateral (no.of 16d common naffs)__.___.__ _._(Tables 7)__�-------�_-_-_.-_-__-- Non-L.uadbearing Wall Connections Deal(no.of 16d common Waifs)---------.-- (fable 8) Load Bearing Wall Openings(retard largest opening but check all openings for cony pllance to Table 9) Header Spans (Table 9)__—___. -- __�._fit_in.5 1 i' Sill Plate Spans —-----—_-_-- --- ---•(Table 9)------------------—ft_in.511' - ' Fug Height Studs (no. of"sfuds) —_-(Table Non-Load Bearing Wall Openings(record largest opening but check afl openings for compliance to Table 9) Header Spans.______.______.__._.__—__.------_ _-(Table 9}-----____ _,___----ft_in 512' Sill Plate Spans._ 9)-.,—�—_ .--._ft_ Full Height Studs(no.of studs)-_---._ -(Table 9)____.___�-------_. Exterior WaII Sheathing to Resist Upfdt and Shea[Siinuftaneausry4 . Minimum Buildng Dimension,W - Nominal Height of Tallest DpenfngZ ------------------ Sheathing (note.4}------- ------------- . Edge Nail Spacing �_.._____ —.(fable 10 or note 4 if less)________.____ in_ Field Nail Sparing—_....._---_----_-._--_•(Table 10)_ in- Shear Connection (no-of 16d common nails)(Table 10).__._____�—._.____.__.___�_____..____ Percent Full-Height Sheathing.____- ___--(Table 5%Addifional Sheathing for Will with Opening>.6'8."(Design Concepts)_-__-_-___.—__. Maximum Building Dimension,L - _ Nominal Height of Tallest DpeningZ___.-.------------------------------------------------------=--- _56'8 ' Sheathing Type.___---------- Edge Nail Spacing __ able 11 or note 4 if fn. Feld Nail Spacing------- (Table 11)---------,------------------•-- in. Shear Connection(no. of 16d common nails)(Table 11)--_.--_ Percent Full-Height Sheathing—�— --_.(Table 11) 5%Additional Sheathing for Wall wrrh"Opening>6'8'(Design Concepts)_._._--_+_ _ Wall Cladding Rated for Wind Speed?—------ ------ — —---- ---- - _ -- ---- 5.1 ROOFS Roof framing member.spans checked7_;__- .(For Rafters use AWC Span To_ot,see BBRS Website) Roof overhang,' -_—---------------_—..._-----------------(Figure 19)____:___-- ft 5 smaller of 2`or Lf3 Truss or Rafter Connect►rns at Loadbearing Walls Proprietary Connectors Uplift-----.-----.-(Table 12)__.__— Lateral-.----__._—--------__--(Table 12)_-__ pff _-__-,_(Table 12)-------------_- -- —_---- Pft Ridge Strap Connections,if collar ties not used per page 21_.. (Table 13).___.___........—_.T= pff Gable Rake Outlooker-__--------------- ___—.__—__—_(Figure 2Q).___._.____ft s smaller of 2'or Ll2 Truss or Rafter Connections of Non-Lcradbeaiing Walls Proprietary Connectors Uprrft—_.—:---__— ------.(Table 14)—.-----___-- ____U= !b. Lateral(no.of i6d common nails)___(Table 14)--------------------------------------L= . lb. Roof Sheathing Type _(per 780 CMR Chapters 53 and 59)............. Roof Sheathing Thickness_—.._.-- _ __-----_---- _ —in.?HIS,11+SP Roof Sheathing Ntf>:s: •1. _ This cbeckliist shall be'met in its entirety,excluding the spedfiic exception noted in 2, to Comply with the requirements of , TSD c ImR_53D1.21.1 item 1. If the checdst is met in Its entirety then the following metal straps and hold downs am not required per the WFCM 1 i 0 mph Guide: a. Steel Straps per Figure 5 b, 2b Gage Straps per Figure 11 c. Upri t Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2 'Exxceptiwc Opening heights of-up to a ft shag be pennrlfed when 5%is added to the percent fuMeight sheathing requ'irorrienis shoum in Tables 1 D and 11. 3_ The bottom sif plate in ext»ior walls shag be a minimum 2 fn nominal thicimess pressure tt-eated#27gr2ide. r @MM VD Mem OMMUMBUMDID 0 : - �� 1'11 014 Checklist 1.' SCOPE Wind Speed (3-second gust) 110 mph Wind Exposure:Category.............. ... .. B.. . . 1.2 AP#iL1GAi31L1TY Number of Stories ..................................:.: ::::..(Figure 2)a:; .....:::: %stories`<2 stories Root Pitch . (Figure'18).; 4 s 12:12 Mean Roof Height . ....:: (Figure 2).:.. D Building Width,W .: ...:,. .-.... ..................... (Figure 4) f�.it. 5:6 Building Length,L : ........ . ,... (Figure 4):.:: . ......:. ft. Building Aspect Ratio(lMl) :.; {Figure 4) 1.3 FRAMING CONNECTIONS,, General compliance with framing connections (Table 2) 2.1 ANCHORAGE TO FOUNDA'7s"!t!U Type of Foundation (Figure 5}. C & Foundation Anchorage. Proprietary Connectors Uplift {Table 3) 11— plf Lateral (Tatie 3) L b S pIf Shear......... .....; .: ......... :. (Table 3) S.= p(t ...,. 5/80.Anchor:Bolts 7. Bott.Spacing (Table 4) ... .:: �'in Bolt Embedment .(Figure 5) in, Washer Size ....... . ........ ........: . {Figure 5) 3 in x m.x ick. t/ 3.1. FLOORS Floor framing member'spans checked?...: !RG` r WFCM) C Maximum Floor Opening,pimension ,.::. : „figure 6):.. . ; it <.12' Maximum Floor Joist Setbacks Supporting Loadbearing Wa!ls;.or'Sliearwall. . Fi ure 7 ................. :_ft.;<d Maximum Cantilevered Floor Joists Supporting Loadbearing.Walls or Shearwall..: (Figure S) ....... . ..1�ft <d D. Fi ure 9 . .a'll?....5.. �. Floor Bracing at Endwalls::: Floor Sheathing Type --.:: .,...-::. wj p. 3I `✓R{iRC o FC Floor Sheathing Thickness: (IRC o CND . �� m Floor Sheathing Fastening. ,... ,. .: (Table .44 _ '. WALLS Wall Height' �# Loadbearing Walls (Figu're 10}. ; (I ft <:.j p', _ Non-Loadbearing Walls (Figure 10) :_It <2 Wall Stud Spacing: (Figure 10). iti <_ O' 24'o c Wa11 Story Offsets (Figures,7 8). 4.2 Ej&ER1OR, Wood Studs Loadbearing Walls able 5 (T ) ft in Non-Loadbearing Walls . .......:: .......: (Table 51 AMERICA:N`FOREST'PAPER ASSflCIATPC3fil ,t.. 110 MPH. EXPOSURE:,8 WIND Z0WE14 . 5 Bracing Gable End Walls WSP Attic Floor Length (Figure 11;) Gypsum Ceiling length (Figure 1 i j ft: z 0;9W Double Top Plate` Splice Length. (Figure 13)` ft........ .... .... Splice Connection (no, of 16d common nails) ....:.(Table;6) l r!tio Grr ! adbearing Walt Connecttons Uplift.(proprietary connectors) .. {Table 7) U Ili. teral(no:of i 6d common nails).. : % : ..:(Table 7) .. Non-Lo bearing Wall'Connections Uplift. roprietary connectors) (TabV8) .. U Ib. Lateral ( .of 16d common nails} ( )Tab Wall Openings Header Spans .... ..... �(�abfe 9) ft. . Sill Plate Spans >(Table9) . f t in < 12" full Height Studs(n of studs) (Table 9 . ....... ..... .. . . Connections at each a of header,or silt Uplift. (proprietary co ectors}.................. . .::. (Table 9) ... ... tb: Lateral(proprietary con ctors); (Table 9 ... lb.- 777777, Wall Sheathing:` Minimum Building Dimension; W `' Sheathing TYPe... (Table 10j; Edge Nail Spacing; (Table 10) in Field Nail Spacing....,...,. :. (Table 10} en . Shear Connection(no.:of 16d ommon;nal _(Table 10) Hold Down Capacity (Table 10) lb, ...... .... ... . Percent Fu11-Height Sheat ing .. . ........: able 10}; ........ Maximum Building Dimensio , L Sheathing;Type...... .. .... . :. (Tab 11);. - Edge Nail Spacing :: ..... :(Table 1 in.7777= ; Field Nail Spacing : ......: (Table 11) .. ......: ....:.::: in Shear Conneco (no of 16d common nails) (Table 1 t}; _ Hold Down Cap city (Table 11�.: Ib. Percent Full-Hight Sheathing .:: (Table 11 ............ ..... .... Wall CI riding. Rate Wind Speedy ,:.: ,......:, 5 1 ROOF , Roof framing member ans checked (IRC or.WFC .. Roof Overhang .:::. ...:: (Figure 19) ft s 2'or U3: s. Truss, 1-joist;or Rafter Conne ns at Loadbearing Walls ' Proprietary Gonnecto►s Upfift ( e l6: Lateral (Table 12) ; L lbr Shear .....:: ........ !.(Table 12} ; ......,.............. .........S— lb. Ridge Strap Connections.:-Tension ::. (Table 13) ..T plf Gable Rafter Out{oaker figure 20) ........... Outtooker Connections at Non Loadbeating.Wafts. Rroprietary Connectors Uplift ...:: :: : .(Table 14) U= Ib. Lateral (ratite 14j: L lo: Roof Sheathing Type 1RC or WFCMj Roof Sheathing Thicknesa in,>3J8'wsp ( ..: Roof Sheathing Fastening: (Table 2) = AM FtiCAN{{WOOD COUNCIL rsm4l.s' .e-`F"''"aZ'�.::�+�' J�a�:'s"ts"�_aE"�a#,f"r$:3~$" #9! �� tti.�'�f� r•:� �".�p 7 k+°" � u - _ Fnwlz aalAlwe., 0.1',i0 4 w G . i.a€ 2q:F V u'e�m-s-lS{ -;;4`. €'e`�..s"iz- a'�. €'..•.tf.;aal'�=v��'<*,.'� c�"f`'�+«"� 3' �;�.t�'f.`�'��;'w�''sfi?.r-M"�„1=�*' �S�'�`*,`4",�,�"g `��„°,.. } t, €'; p�. 1gs1`i .3s.y e!3J3f"* cF"1UPy�fi f .. .H.Y`3 Sa! !IML?. (F2- es'du3alf `* iftilrki�S m •;�'}I$ x`:. ' }� �-..J,•'P�,..,s�iE�i��� �"7fe'�a S�a�l����.s�:}��`�"-i>a'F:}r&I" �G"s::+ ,El�'fiS E� '".+rs5�i �E��S�tt«�n:�.1�?`s���a:. +b2};� c'�"�<•TM+Ssr�iYF��"' a�t;�"3 �,,t`' e��r' g °� ?�fr'�k. ��i,"d€��r��e>I��C.w,,C�a����4 Ej�.?a.�'t�7 T X,''^aT` €�aa".ixC`'"�. M_ ar ci- i . 3 3 z `'tea` �5��s a''+.��i t��`�i�' •,� .tT j1-V:.# 3 C a 3'9'Y= °btY r��3�iS tx�� I"T e s t X 337 a a1 `53 „131 , °' z ll ffs '� e '.� � � , P Ra ilk cd S°r rs ti�4' a ct too MAY Hip .�',r...c-�S' ,�v'w+1.t`.. 3' +.��-. r "i.-. ro,' �"yam 'w"gy„j�� °T"""'"�y •'""k'�yg-- --�..�ah.,^ `fps ,•�s"r�= ..We'1.... """M'�ro '�3«..T 'i3^" ° {r �3 n yy .2 i S Qj ,a. Ur � "ASCE710W.As Program Vernon 2.2 WIND LOADING ANALYSIS:-Roof Components and Cladding Per ASCE 7-10 Code for Bldgs.of Any Height with,Gable Roof 0.<=46?ofmono.sloPe Roof 0< 30 Using Part 1 &3 Mil 'cal Procedure Sadjon'30.4&30,6 Job Name_ Bar Residence Subject: .lRoof U Gift Job Number. Or inator.. fMC Checker: JD Input Data: Wind Speed,V 110 mph (Wind Map, Figure 26.5-1A-C) Bldg. Classification „fIT w (Table 1-1 occupancy Category): " Exposure Category B (Sect: 26.7}; B Ridge Height,,hr,= 24.00 ft; (hr Lave Height, tie" 1600 it (he,<-'hr) Building Width 18:fl0 ft. (Normal to Building Ridge) Building Length— h-66 ft. (Parallel to Building:Ridge)`; I t Roof Type= Gable . (Gable or Monoslope) k— Topo. Factor; Kzt.= 1:00 (Sect. 26.8�.Figure 26`.B 1)" Plan; Direct Factor, Kd.— 6- (Table 26.6) Enclosed?(.Y/N) h n_Y � (Sect:28 64,&'Figure 2611-1) Hurricane Regions Component Name= Joist,' (Purlin Joist,'Deckin hr �,� 7 g,'or Fastener} h Effective Area, Ae= 594� ft:^2 (Area Tributary to C&C) he Overhangs?(Y/N) w (if used,overhangs on ali sidesj: t Resultln4 Parameters and Coefficients ,Elevation Roof Angle 0= 41.63 deg Mean Roof Ht h::= 20.Ofl ft`(h={nr+he}/2 for roof angle`>10 deg.j; Roof External Pressure Coefficients..GCp:;. GCp Zone-1-3 Pos..= 0:80 (Fig. 30:4-2A; 30 4-2B, and 36 4-2C) - GCp.Zone 1 Neg. = -0;80: (Fig. 30.4 2A,.30.4-26, and 30.4-2C) GCp Zone Neg._ ! O0 _(Fig. 30.4 2A, 30:4-2B,.and 30.4-2C)' GCp Zone 3 Neg.= i'.00. (Fig. 30 4-2A, 30.4-2B and 30:4-2C) Positive&Negative Internal Pressure Coefficients, GCpi(Figure 261171 +GCpi Cod. = 0..18 ipoegsitive;internal pressure)" GC Coef:= 0.18 n ative"internal pressure) If z:<= 15.then Kz"-2:01*(15/zg)^(ZJ�) Ef z>15then::Kz=2.01*{zlzg)^(2/cx);.(Table a= 7¢00 {Table.26.9 1 J' .4".,1200 Y, (Table 26.9=1) (Note:z not<30 ;ExP B Case 1). Kh;`. 0:fi0:- (Kh Kz evaluated at z='h) Velocity Pressure qz 0 00256i K 'K *Kd*V"2 (Sect 30.3 2 Eq;-36 3 1} qh= 10':4b sf h=0.00256'Kh*Kzt'Kd*V"2 p q (qz evaluated:at z h) Design Net External,Wind Pressures(Se6i.,.: 4&:30 6); For h< F60.it. p gh.`((GCP) (+/GCP+)); �Ps1.fl For h:> 60 fit p=y*{GCp} /`GCpi}: where q--:.qh for roof qi.=qh for roof(conservatwely assumed per Sect. 30.6} 1 of3` 4/11/2016 1033 AM; I . i "ASCE71OW.As Program: Version:2.2 Wind Load Tabulation for Roof Components&Cladding Component z Kh: qh p=Net Design Pressures s ft. :jpsq one'1;2,3 + Zone 1 Zone 2(-wj. Zone 3 Joist 0 070 1845 1&08 48 06:' 21,77 2177 1 :C10 . 0-70 1845 18.03 18.08 -2 77 21:?7 20 00 0 70 18.45 18 08 18 08' 2177 2 77 For r=hr 24.00 0 70 1846 16 0 18 08 21 77 21 77 ,,,_„„4,. :.......e..�.. .,.-•»mot-,,;:,-,5_.-r,: Forz-he 1600 Q70 1£3-:45 18:08, 1E3.08' -2�.77' _21 r7 w ... I For z=n. 20000.7t?� 18;. 5 w ' .. 18.08 w 1$08._F a21.r a 2i'.-7 Notes: 1. (+)`and(-.)signs signify wind pressures actin toward&':away from respective surfaces:: 2.Width of Zone 2(edge),''a' 3;00 ft .3.Width of Zone 3.(corner) 'a' 3:Qt3 ft 4.-For monoslope roofswd 0< ..3-degrees,use.Fig 30.4-2A for;'GCp'values wkK.' h 5. For buildings with-h 60;;and 0->.10 degrees, use Fig. 30 6-1 for'GCpi'.value-s with'gh':; 6 For all buildings with overhangs,'use Fig. 30.4-28 for'GCp'valeper Sect3010 paa -3 vided around permeer ofroof:av 0d7 'tfa o egree_ s;; Zone 3 shall be;tre'atedas Zone2:: 8 Per Code Section:30 2 2 0*m1riimum wind loan for C&C shall_not be less than 16 psf' 9 References a ASCE 7-02 "Minimum Design Loads for Buildings and'Othec Structures,'; b:"Guide to the Use of the Wind Load Provisions,of RSCE 7-07 by Kishor.C.'"Mehta and James M. Deiahay(2004);. �--� r ' .r !� THOMAS.M y �_ �Ssr E�E 2.of;3: 4/11/201B 10 33 AM' f "ASCE710W.As"Program Version 2.2 Roof Comrwnents and Claddiriti". a -4s k E i @a 1 a . 1 E I tj t H 5=7 deg., 7. eg.<O< 27'deg: 27 deg.<0< '45.deg Roof Zones for 6WIdenus with h<?60 ft. {for Gabte Roofs< 45°and Monasla Roofs.<=3°} ,. G a a AQOF FLAN. Roof Zones.for Buildings ie lth 6>60 ft. (for Gabte Roofs'<=100 and Monoslope Roofs<=3'} 3 af:3' 4l11%2016 1033 AlVis °ASCE710W.As"Program Version 2.2 WIND LOADING ANALYSIS-Walt Components and Cladding Per A SCE 7-10 Code for Buildings of Any Height Using Part &`3::Analytical Procedi r.e 'on 30.4&30.6 Job Name: 113arry Residence Subject: Wind An sis Job Number 33'Long Wall Ori inator. TMC Checker: JD input Data: .Wind Speed,V= _110 mph (Wind Map; Figure`26 b=1A-C)? Bldg. Classification.= TZ (Table 1.571. Risk Category) Exposure Cat o a Sect 26.7 : 8 Ridge Height, hr:= 22.00 ft (hr>=he} Eave.Height, he= 16.00 ft (he�`,hr)_ Building Width`.= 18:00 ft. (Normal to Building.Ridge-) Building Length= 33.000 ft. (Parallel to Building Ridge), Roof Type'= Marrsiotxe {Gable or:Monoslope} : PEan:;To o. Factor Kzf;= 10 {Sect_:268&Figure 26.8-1)Direct:--Factor Kd= 0.85 (Table 26.:6) Enclosed?(Y/N) Y (Sect. 28.6-1.&Figure 26:1171) Hurricane Regions Y _ - Component Name Wall (Girt, rt, Siding,Wall, or Fasten er); Effective hr G. Area'Ae:- ft.3 A 3 2,.(Area Tributary to C&C) Resulting Parameters artd Coefficients:. L Elevation Roof Angle, 6= 18 43 deg Mean Roof Ht-, h= 19:00 ff`(h tnr+hefor roof angle>10 deg.)i. Wall External Pressure Coefficients;:GCp-. - GCp Zone 4 Pos.= 0,72 (Fig- 30.4.1) GCp Zone'.5 Pos. 0 72 (Fig. 30:4-1') GCp Zone.4.Neg._ _ 0 82% (Fig. 30.4-1) . GCp Zone 5 Neg. = -.0.85 , (Fig. 30.4-1 ) Positive&.Negative Internal Pressure Coefficients, GCpi(Figure 26 11 1):` +GCpi Coef 0..18 (positive internal pressure} -GCpi Coef.,= 0 18 (negative:internal pressure) - If z<=is-then- Kz:=2.©1`(15/z )"(2/a) ;'If z> 15 then: Kz 2;01*(z/zgr(2/i ij-(Table:30 3-1}; (Table 26:9-1} (Nate:i not"<30'for Exp. B, Case 1)' �.- zg,= 12Q0 (Table26,9-ij: (Kh Kz evaluated at z;-h) Velocity Pressure:,qz;, 0.00256-t zeKzt*Kd"V^2 (Sect..X3 2, Eq 30.3-1) psf qh-0.00256*Kh*Kzt*Kd*V^2 -(qz evaluated. z=:h) Design Net,External Wind Pressures(Sect.`30:4$30 6} For h<=60 ft p. qh*((GCp);(*./-GCpsj) For h,> 60 ft. - p . 9'(GCp).-qi*(+/-GCpi).:(psfl; where q=qz for win dward*alls, q gh_far leeward walls and side wa)Is 77 ,- qi=,`qh for ail wails(conservatively assumed pet:Sect 30.6) 1 of.3"; ,4/11/2016 1028 AM "ASCE71,0W_xls"Program: Version 2.2 i Wind Load Tabulation for Wall'Components&Cladding Component z Kh qh� =Net Desi'n Pressures s ft. (psf) Zone 4 t Zone 4(-) Zone 5 + Zone 5 - wail 0 0 70 1&45 16.69 -18_1;3 16 69 18 98 1.5 00 0 70 16 69�~ 18 98_ 2000 - 0 70 11345 16 69 .=18 63" 16.69 1898 For z-.hr �22 00 0 70 18:.45 16.00 -18 53 1 69 18.98 r s ... .s - �e .rt•-.--, ..t.....a7° . f .. >."Tii"r. ;. ....,y.:.iyy F:or z=he. 16:00 0 7CI 18 45669_ -18 5_3 1.6 6 1898 Forth. 1900 0 70 1i. 9 -18.53 1.69 1898 Notes. 1. (+j and{-)signs signify wind pressures acting toward&':away from respective surfaces`. 2. Width of Zone 5(end zones), a' 3.00 ft.: 3..Per Code,ectio,n,30'2.2i:;the nnihiMufn wind load for C&C,shaII not be less than 1o,psf: 4. References : a_ASCE 7-10,''Minimum l3esign loads for Buildings and�Other Structures" b. "Guide toahe Use of the Wind load Provisions of A.SCE. -0Z": by; Kishor C. Mehta and James.M. De€ahay(2004):. k tj vc� { OF IL14� Cy 4 tZo 33440 �o ctsTc,F.` `47 > Ffs %it 41 AM. / 1f201fi 1028 . "AgdUlow.)ds"Program Version 2.2 Wall Components and Ctaddma:.. w» Wail Zones for Buildings with h<_:60 ft i:. ! ! awku MEVA Wall Zones for Buildings wsith:h>66 k 3 of 3' 4/11/2016 1 Q28 AM '"ASCE71DW.As"Program Version 2.2 WIND LOADING ANALYSIS -Wall Components and Cladding Per ASCI*7-10 C for Sulidinga of Any tleiglat UsinIg Part &3<Analytical Procedure Section 30.4 4 X6 Job flame: Barry,Residence, Subject: Wind Ana i Job Number. 18'Wide Walt Ori inator. TMC�- Checker:'' JC Input Data: Wind Speed, V- 110 mph (Wind Map Figure 26.51A-C)- Bldg. Classification u y (Table 1.5-1 Risk Category) Ex osure.Cat o B p eg gory- � B. � {sect. 267} Ridge Height, he= 22 00 ff. (nr>=he); Eave Height, he= 16.00'' ft. (he<=he) BuildingWidth 00 ft. Normal to Buildin Ride ( 9 9 ). Building Length 33..00�„ ft. (Parallel to Building Ridge). Roof Type Monoslooe (Gable.or Monoslope) Plan" Topo. Factor, Kit 1:00 (Sect. 26.8&Figure 26.8-1) .u_ Direct. Factor, Kd 0:85 . ,(Table 26.6). Enclosed?(Y/N) Y (Sect.`28.6-1 &figure 26.11-1} Hurricane Region? Y } Component Name.= Nall (Girt, Siding,Wall, or,Fastener) 'hr tr` Effective Area, Ae 216 (Area Tributary to p&p),_ he Resulting Parameters and Coefficients:: _ L Etevahon.;.: Roof Angle, © 18.43 deg Mean Roof.Hi.', h%=l ft:. (h =(fib+he)12 for roof angle>10 deg.) Wall External Pressure Coefficients; GCp:: GCp Zone 4 Pos- 0,76 _(Fig.,3Q4-1) GCp Zone 5 Pos. 0 75 {fig. 30`..4-1} - GCp Zone 4 Neg.. 086 (Fig. 304-1)' GCp Zone 5 Negc -0-93 (Fig 30 4-1) Positive&Negative.Internal Pressure Coefficients GCpi(Figur6`26 11-1):': +GCpi Coef, 0.18� (positive internal pressure) -GCpi Coef. ?.18 . {negative internal pressure) If z< 15 then Kz 2.01*(15h9)"{2/a) ,'If z;. then: Kz 2.01*(z/zg)^(21a) (Table 30,3-1); a 7 00 (Table 26 9-1) (Note z not<`36',for Exp. B, Case 1}; (Table 26 9-1 `Kz'evaluated at z=h); Velocity Pressure qz 0"00256*Kz*Kzt*Kd*V,^2 (Sect. 303.2; Eq:30.3-1) 18:45 pO qh=0.00256*Kh*Kzt"Kd*V^2 (qz evaluated at z-;h) Design Net External Wind Pressures(Sect::30.4&'30.6): For h'< 60 ft p q_ GCp) (+/-GCpi)}; (psf) For 0 ft.:..p=q*(GCp) qi*(+j-GCPi):.(Psfl' Where q qz =for windward wails, q. ghifor leeward walls and:side walls, qi ,qh far all Walls.(conseivativeN assumed per.Sect. 30:6)' :1 of 3 v 11/2016 .10':27 AW: "ASCE710WAs"Program Version 2-2 Wind load,Tabulation for Wa I Components&Cladding Component z Kh° qh p-Net Desi n Pressures s ft. s Zone`4 + Zone 4 - Zone 5 + Zone 5 - Wall 0 O 70 1.8145 1 r 42 1 s 2�;= f 7.42 2045 20€}0 .0.7fl_ 1F3�15 1 42 19 26 1 42 2t3 45 r _ _. _ For z=hr.- 22.00 0 0 18 45 17.42 19.26 1:7 42 20,45 4. -..,. ....... .,.. a �:.:.v'lY.,.° -ww.c'+'.M^.we.•M'w zr+e✓.'k: ' _ ary.... +.+.•^.ti-a'n-'rts w»-«wM.-a .-•n+.e.--�--.h .. - - �...Y^ .w»-,... ..,,c.... ...,..,.d» M ... -, ,r-.a ..: M.1 .'.rr*r.,ar Cw—r •){.•en.a.... -Far z=he 16 00 Q 1$45 17 42 9.26.' 45 For z=h: - 1"0 .. � {� 70 .� 1£t.45 � � 17,42 � � -1 g.26 Notes 1 (+)and(-}signs signify viand pressures acting toward 8 awax from respective surfaces: 2 Width of Zone 5(end zones) 'a':= 3;00 ft v 3. Per Code Section 30 2.2 the mihithum wind load.for C&C shall;not be less,ttian 16.psf; 4..References : a. ASCE.7-10 "Minimum Design 1-6ads.for Buildings.a`nd Other:Structures "Guide to the Use of the Wind Load Provisions:of ASCE:7-02'' by Kishor C; Mehta and James M Delahay,(2.004). CC �Jr p ' a VtL• "+ a 33440 O `�S�or�xt.E6 2 of,3. 4t11/2016 10 27 AM'- ' e „ASCOIM.A Program Version 2.2 Wall Components and Cladding:; g h - S ig g�;• Wall Zones for Buildings with h<=60'ff.'. 1 9 i 8. # .f$ - Wall Zones fo "Buildingswith h>60 ft. 4%11/2016 10 27 AM; LEEDS-2 OP ID: AH DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 10/01/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Adam Hofmann Reid-Hofmann Insurance Agency PHONE FAX 128 Rt 6A PO Box 1839 No Ext:508-444 8841 A/c No; 508 588-5148 Sandwich,MA 02563 E-MAIL ss:ahofmann@reid-hofmann.com Reid-Hofmann Ins.Agency Corp. INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Travelers Insurance INSURED LEEDS Builders INSURER 13:Attain Specialty Insurance Co. LEEDS Architects - 12 Fairfield Dr INSURER C: East Sandwich, MA 02537 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TYPE OF INSURANCE DDL UBR - POLICY EFF. POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY B X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE I $ 1,000,000 CLAIMS-MADE OCCUR CIP249590 - 04123/201.5 04/23/2016 DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ I I MED EXP(Any one person) I $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 �!' L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ] PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT I OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ Ea accident nANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Pare ccident I $ I1HUMBRELLA LIAB OCCUR _ - EACH OCCURRENCE $ EXCESS LIAB. HCLAIMS-MADE AGGREGATE $ DIED i I RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 6HUB OG5259715 05/20/2015 05/20/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes.describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED .IN ACCORDANCE WITH THE POLICY PROVISIONS. Barnstable, MA 02630 AUTHORIZED REPRESENTATIVE ©1989-2014 ACORD CORPORATION.-All rights reserved. ACORD 25(2014/01) 'The ACORD name and logo are registered marks of ACORD t DATE(MM/DD/YYYY) ado CERTIFICATE OF LIABILITY INSURANCE 02/18/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED RESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must.be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT. - .. .. NAME: . Donna.Kenney OXFORD INSURANCE AGENCY INC. A/CONK Ext: (508)987-0333 a/c No: E-MAIL dkenne oxfordinsurance.com ADDRESS: Y@ - 300 MAIN ST. INSURERS AFFORDING COVERAGE NAIC# OXFORD MA 01540 INSURERA: LM INS CORP 33600 INSURED INSURER B: FLYNN CONSTRUCTION LLC INSURERC: INSURER D 208 MAIN STREET INSURERE: STURBRIDGE MA 01566 INSURERF: COVERAGES CERTIFICATE NUMBER: 31391 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT.TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBRTYPE OF INSURANCE INSD WVD POLICY NUMBER MM POLICY EFF POLICY EXP LTR I D/YYYY MM DD/YYYY LIMITS LT COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE To RENTED CLAIMS-MADE OCCUR -PREMISES(E.occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO ❑ LOC JECT PRODUCTS-COMP/OP AGG $ OTHER: $ . UTOMOBILELIABILITY - _ - COMBINED SINGLE LIMIT - $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X PER STATUTE ORH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? N/A N/A. N/A WC531S388822015 12/04/2015 12/04/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 10f,Additional Remarks Schedule,may be attached if more space is required) - Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in_states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ads Architects Engineering Builders ACCORDANCE WITH THE POLICY PROVISIONS. 12 Fairfield Drive . AUTHORIZED REPRESENTATIVE E Sandwich MA 02537 . L Daniel M.CY,CPCU,Vice President-Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD cWe o��zyironurec��f/o �(�/l�aht'd"i'm _ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OM'E IMPROVEMENT CONTRACTOR before the expiration date. If,found returifto: egistrition: t1g1,651 Type: Office of Consumer'Affairs and Business Regulation Expiration ,_.!I/2 t2017. Individual 10 Park Plaza-Suite 5170 Boston MA 02116 JOHN W.DYMECKI-,...,;_ JOHN DYMECKI ? 12 FAIRFIELD r )out E.SANDWICH,MA 02537`- Undersecretary Not va' Wsignature. i s . s M waaaa nuxua vc tialuticrtt kit ruunt. �alcty Board of Building Regulations and Standards License: CS-094440 Construction Supervisor [ , JOHN W DYMECKI " 12 FAIRFIELD DRIVE EAST SANDWICH MA 02637 Expiration.- Commissioner 01/11/2018 • Thomas Michael Callery, P.E. P.O. Box 607 Pelham, NH 03076 603-508-0037 mca10904@aol.com January 30, 2017 Mr. Paul Roma, Commisioner Town of Barnstable Building Services Department r 200 Main Street Hyannis, Massachusetts 02601 `D v Subject. LEEDS ARCHITECTS and BUILDERS 18 Briarcliff Lane, Centerville, Ma Map/Parcel#2081106 Dear Mr. Roma: On January 25, 2017, Kim Carton, a LEEDS Architects employee under my responsible control, visited the above referenced building. All new construction appears to be installed in accordance with approved architectural/shop drawings that were prepared by LEEDS Architects/EPS Company. If we can be of any further assistance, please call. Very truly yours, -Iµ 0 Mgss9 T7uYrnawM. CaU"y.. �y THOMAS M. � o CALLERY Thomas M. Callery,P.E. CIVIL Professional Civil Engineer No.33440 NH#6763 90 1PFcis7ER�`o �SS�ONAL E��\ LEEDS-Barry Property Pagel 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # 1 Health Division Date DEBT• Date Issued ' T- P� Conservation Division FEB 08 2017 Application Fee Planning Dept. TOWN OF BARRISTABL :Permit Fee,f Q Date Definitive Plan Approved by Planning Board Historic - OKH` _ Preservation/ Hyannis Project Street Address utl lGt,>d' Village 6Z Owner� Address Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District C lood Plain Groundwater Overlay 0 Project Valuation 4W Construction Type-�W�-'���;� �l Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Fam ily units) Age of Existing Structure S Historic House: ❑Yes On OI Kin '9 9d g s Highway: ❑Yes D40 100, Basement Type: ❑ Full Zrawl ❑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 anYes I: ❑ Gas ❑Oil UElectric ❑Other Central Air: ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No P 9 9 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 C�'No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION �, // (BU`ILDER OhNelephone RHOMEOWNER) Name _^oh,/")l .e, _,{,-' WS U+ Number Address !� License # r 6���f�' 7 H me Improvement Contractor# EmailW/`'1 Worker's Compensation #Col7VJd�►����' -/// j ALL CONSTRUCTI N DEBRIS SULTI G FROM THIS PROJECT WILL BETAKEN i r� SIGNATU DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL II' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 37w Cozy wowiveah*of-Massadiuse& ; Deparfterzt o,f1�rrd=&iaa ccirleratr e ofImgatirrars 600 Washfi,0071 store - Boston, A 02 UI rvrpiumas:LgovIdui Workers' Cumpensafian Insm-ance Affidavit:B--Oder-/Coutrac ittrsMectdcians(P lumbers MM IIL�QT�3�{1�OII Please FFint LegUy Na= '�crnR aTcrraEiratlFn Access: City/Sta��4g"'--5"' 8W LLk Are}pu an employer?Checkthe appropr#te-boor ' T r ra ect r I. I am a ere 1 v,itii _ 4_10 I am a general contractor and I �' �F ] ( ��d'- P 6-* have hired.the sub-contractors Q:xiew� employees(full atsdfar par�trme)_ 2. I am a sole proprietor orprartner- listed an the attached sheet'~ 7. ❑RemodeHrtg . slap and have no employees These sub-confractars have 8.•0 litiori w g forme employees and xvarlrgrs' °� � 43`- 9_ B,uildtag adxiitiaip [No UP&MM'comp-isfs x e . Comp.inarvar,,�, . requi ed] I ❑ We are a corporation and its 10❑Electrical repairs ar additi-Om 3.0 I am a homeowner doing all work officers have exercised their 1 L E]Plumbing repairs or additions myself[No worlmrs'comp. -ri�of exensptiou per MGL L_0 Roofrepairs ;nmrancerequired-]i c.152,§I(4k andwe have no employees [No woAness' 13.0 Oilier Comp-insurance ) 'Any WHcwtdmtchedsbaa 91 umst also fillo the sertiaabeTosyshnvdug tbeirwodcers'�pP,.a s�.pahcpiafurmsaao_ #lkamemnem who submit das afMaru iaficatmg they aze dam.-O wal sad du mhire aatsidecontrsc=zimst submit a new af&daeet mdica3iaa suds fCan=cf=Irnt checictlds baa must sttarhed tar addilinnal sheer shmeing the nameof the sub-canscmwaand State whether arnatthose eofitiesbsve emplayees.Iftbem,t*.r +,=N„xShaseezipkyees,die3'mustprind etheirsrarken'comp.pnli:y>Fumbez I am an enep sr fJeatis protzding workers'compensation i prance for my ParzpZapees Below is fitepalicy area job ar'te informahbn LA y Insurance Company Nar ee Poficy 41 or elf-in&LimLA Job ate Ad f(s1 i Cifp15#a 1 M Attach a copy of the workers'campensationpolicy declaration page(showing the policy number and expiration date). � Failure to secure coverage as required under Sec;6=25A o€MGL c 15-7 can lead to the imposition of erirninal penalties of a fine up to$UOD- 0 andror one-year imprisonment,as w6l l as dvil penalties in the farm of a STOP WORK ORDER and s fine of up to 0-00 a day against#Ile violator. Be advised flat a copy of this statement=ay,be£orwarded to the Office of Investigations of the DIA.€or insurance coverage verification I*if thapains dperra djatfiia uafbrnxa#iarrprm,TJed bmre- fare and carrect Date: Phone f,►fYslaF use txrrF,p. Do rtot wrke in dib area,to be campieteJ by city artomn Qfficiat City or Town: FerzdVUcense� Issaing Autfiority(cird one): 1.Board of Health 2.Building Department 3.Qtp Town.Clerk 4.Electrical Inspector S.Plumbig Inspector 6.Other Contact Person: Phone#. - - 6 armation and lastructions MassacIrmc s Geheral Laws Chap'=152 req=m all empIoyers to provide warkeas'compensation for their employes. P'm saantfo iris sty,m mnpky a is defined as.6_.every person in tie service of another mader any coiffxact of hQe, express or implied,oral or wrift=f An.Moyer is defined as'an mdividnal,pm nersbiP,association,corpm-.ion or ather legal emtify,or any two or more Of the foregoing engaged is a Joint enterprise,and mcladmg the legal Fepresemiafrvm of a.deceased employer,or the receiver,or trustee:of an kdividaa.L pa t=mhip,association or otherlegal entity,employing employees. However the owner of a dweIIing house baving not more than three apartments and who resides therein,or the occupant of the - dwrl[ing house of another who employs pe2sons t D do make,construction or repair work on such dweIlmg house or on the grotmds or building app thereto shallnotbecause of such employmmitbe deemedto be an employer" MGL chapter 152,§25C(6)also sfah�:s iliat"every State or local Iicensb3g agency shalt withhold the issuance or renewal of a license or permit to operate a business or in construct buildings in the commonwealth for any applicantwho has notproduced acceptable evidence of compliance with the m�It]an ce coverage required" Additionally,MGL chapte=152,§2.5dM states Neither the ccunamwcalth nor nay ofits political subdivisions shall enter into any contract for the perfoi.ance ofpublic worictmtil acceptable evidence of compliance with tha fima�r,�. r ents of this chaptPa have been presented to the cow-�,a MIdIOZity." : r tf- AppTs�ca_ntS ! Please fH oil the wows'compensation affidavit completely,by chug the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), addresses)and phone ntunber(s)along with their cmtffacate(s)of insuiEnce. L=Itr d Liability Companies(LLC)or Limited I.iabidtyPartnerships(LIX)withno employees other than the members or partners,are not requaed to cant'workers'compensation insuranm If an LLC or LLP does have employees,a policy is required- Be advised fiat this afHdayh may be sabre ittDd to the Department of Industrial Accidents mr confirmation of insos-mlce coverage. Also be sure 1n sign and date the affidavit: The affidavit should be-r-et=(-,d to the city or town that the application fur the permit or license is being regoested,not the Departmeaf of Industrial Accidents. Shouldyon have any questions rcgardmg the law or ifyou are req¢ffed to obtain a workers' compensation policy,please call the Departmeu±at fhe nnmbea listed beIow Self-awed companies should enter their self-msm-m:ce He use mmnhm on the appmpriats line. City or Town Oflscials Please be stn e that the affidavit is completo and pridrd.legIly. The Department has provided a space at the boft= of the affidavit for youfn fM out in the event the Office oflavestigato-ns has in contactyonregardingthe applicant Plus a be sire to f Il in the pens/ crose number which will be used as a reference nrnnber. In.addition,an applicamt at must sabmfL'multiple pmm i Hcrose applications is arty given year,need only submit one affidavit indi th cating cun-ent p olicy inlfb=o.ation(if ne�y)and under`Job S`it e Address"the applicant shoe-Ad writ--"all locations in (may or town)- own)"A copy of the•affidavit that:has been officially stamped or maimed by the city or town maybe provided to the applicant as proof that a valid affidavit is on fle for fctoi 'petmifs or licenses_ A near affidavit must be fIIed.oirt earh year.Where a home owner or citizen is obtaining a license or peffiitnot related to any business or commercial vrature (i_e.a dog license or permit to bum Ieaves etc.)said person is NOT reed to complete this affidavit The Of of Investigations would Itke to thank you in advance for your coopeatiou and should you have any questions, please do not hesitate to give us a call The Departmenfs address,telephone and fax giber: Ctog nWeaj tt of Massach s ' Degaztmmt cif 1udast F AcCden,ta . - 6Q��ashm.�an Size T(�1.: 617 -4900 Qt 4€6 or I-977- -SWE Facet 6 7 727 7749 Revised 4-24-07 ,za5 - gf� ToWn of Barnstable Regulatory Services ` Richard V.Scab,Director F - Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.mans e Office: 508-862-4038 Fax: 508-79M230 Property Owner Must Complete and Sign This Section • If Using A Builder " ,as Owner-of the subject property hereby,authorize�- Z� --It�t �� o act on m by ehal in all matters relative to work authorized by this-building permit application for. Ce-n+-C'I v l.� (Address of Job) - - **Pool fences and alarms are the res onsibili of the applicant Pools _ P tY PP _ _ are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner S tare of Appli _ Punt Name Print Name Q:FORMS:OWNERPERM 0NPOOLS I A. T :tip Town of Barnstable -� Regulatory Services � rY dF Richard V.Scali,Director Building Division `* BARNSTAME, ` Paul Roma,Building Commissioner NAM 639~ ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone#- work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess'a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner: Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Deparlment minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signattue of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);_provided that if the homeowner engages a persons)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:\WPFnM\FORMS\building permit forms\EXPRESS.doc 06/20/16 r �aca CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD"YY) 02/07/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lisa RUO REID-HOFMANN INSURANCE AGENCY, CORP. a/c°NN Ext• (508)583-4400 FAX No E-MAIL f h id sa re - omann.com - - ADDRESS: li � - 155 HOWARD ST• INSURERS AFFORDING COVERAGE NAIC# SANDWICH MA 02379 INSURERA: TRAVELERS INDEMNITY CO OF AMERICA 25666 INSURED INSURER B: LEEDS BUILDERS INC INSURERC: INSURER D: 12 FAIRFIELD DRIVE INSURERE: EAST SANDWICH MA 02537 INSURER F: COVERAGES CERTIFICATE NUMBER: 125130 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT.TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY /Y MM/DDY Y - LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECTPRO ❑ LOC PRODUCTS-COMP/OP AGG $ PRO- OTHER: $ AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCTOS HEDULED AUTOS AU N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $WORKERS COMPENSATION >7MITEARTUTE 0ERH. AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/" E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? I N/A N/A N/A 6HUBOG05259716 05/20/2016 05/20/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under - - - _ - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B, no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gbv/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main St AUTHORIZED REPRESENTATIVE Hyannis MA 02601 � ' Darnel-.M C ey,CPCU,Vice President-Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD a 4YIQJ,YfG19UJCi iJ"t:P41MKill U1 r-UUII: AAICiy Board of Building Regulations and Standards License: CS-094440 Construction Supervisor � JOHN W DYMECKI � a •12 FAIRFIELD DRIVE EAST SANDWICH MA 0201 expiration: Commissioner 01/11/2018 r r Shea, Sally From: Shea, Sally- Sent: Wednesday, February 08, 2017 9:12 AM To: johndymecki@leedsarchitects.com' Subject: Permit/Application:TB-17-341 at 18 BRIARCLIFF LANE, CENTERVILLE for Building - Deck Hi John, Your application remains incomplete as the plans submitted do not match the survey provided demonstrating an 11' setback being proposed. This is not possible based upon the architect plan details. Sally Shea Town of Barnstable , Assistant Zoning Admin/Lead Permit Tech. ti + 508-862-4031 oFtHEr ti Town of Barnstable • Department of Health,Safety,and Environmental Services BARNsrwat�, 9� � Conservation Division s639. °rEa►fit 200 Main Street,Hyannis MA 02601 Office: 508-8624093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number -ailing address Project location Map/Parcel# _�Vi_ Lai- aJ _bllvau�c Project description ' The following minor activities will be reviewed,un er Att.27,by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60' from a wetland resource area or top of a coastal bank * Pathways 4' in width * Fencing that does not create'a barrier to wildlife movement,6"above grade * Conversion of lawns to decks,.sheds,or patios that are accessory to single family homes, as long as: -house eidsted prior to August 7,1996 -alteration within the buffer zone is less then 250 sq.feet -sedimentation and erosion controls are used during construction *Mwalls(this does not include-stonewalls for retaining wall purposes, grading and/or fill) 1-711 IF Si a Date - t . Reviewed by Date _GIS Plan Attached(fee'charged for-plan) QIWPFiles/FormWnorAct dWe fL'099791[.¢7l[[ICILI��.I/Q�/ :i:l[IC�[1;1C r��'`pffice of Consumer Affairs&Business Regulation . . License or registration valid for individul use only before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR Type. Office of Consumer Affairs and Business Regulation egistration: 189(i51 10 Park Plaza-Suite 5170 Expiration€ +3/ xt2Q17. Individual Boston,MA 02116 JOHN W.DYMECKI JOHN DYMECKI 12 FAIRFIELD E.SANDWICH, MA 02537 Undersecretary Not val' out signature ` i BUILDING OEPT FEB 08 2017 d r TOWN OF BARNSTABL i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel : tN :_Application # ow Health Division " Date Issued �O Conservation Division - Application Fee Planning Dept. '_•Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address %-Z� �A- Village e-CAtr u'Ap, vim- Owner e; %tlAddress ' 664j' LA ,ba(�3 Telephone G n-iH S-W fn 1 Permit Request '1-ns-3all AQA o� a `I .a51 So�S p>J '. �SvS�elY► (bo� MouYa�td to+S P; 4ea,^f'j5P Ail D &rs,Eo. Square feet: 1st floor: existing L proposed 2nd floor: existing yJ[ proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation f `A a -oo Construction Type h0 rnF- Lot Size 01�K Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family .,34 Two Family ❑ Multi-Family (# units) Age of Existing Structure �� °1+ Historic House: ❑Yes �No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) P)IN Basement Unfinished Area (sq.ft) Number of Baths: Full: existing Jam_ new Half: existing new Number of Bedrooms: 14 existing _new Total Room Count (not including baths): existing MA _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 X No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: Oexisting 0 new; size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:-I, _71 Recorded toning Board of Appeals Authorization ❑ Appeal # n1�� ❑ -n Commercial ❑Yes ANo If yes, site plan review# Current Use (Z> St19"C_f Proposed Use ' APPLICANT INFORMATION .M ; ,. _ (BUILDER OR HOMEOWNER) Name �1���� �'Td®"T� Telephone Number S1• 7-3-7 • / Z- Address 3 r1AA_1 A S_T_ License # © / 0 9 DcAwi 5 / C92 Home Improvement Contractor# Worker's Compensation # K2_o Gi5;7 I d 73 A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO &AA 5-r;+h?1-F SIGNATURE DATE , . I FOR OFFICIAL USE ONLY i t APPLICATION# DATE ISSUED__ .MAP/PARCEL NO. . 4 ADDRESS VILLAGE i OWNER DATE OF INSPECTION: f :.FOUNDATION_ cfj ' 6 FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL P t PLUMBING: ROUGH FINAL GAS 'z=k ROUGH FINAL ,-,FINAL BUILDING`i, al t } DATE CLOSED OUT ASSOCIATION PLAN NO. GENERAL NOTES: o 1 . PANELS ARE ATTACHED TO EXT'G ROOF M k z STRUCTURE WITH X .5" SST HEX „LAGS 32 OC. TYP. g J W 2. ALL RAIL AND MOUNTNGS ARE RATED FOR 110 y MPH .WIND LATERAL LOADS,: PER ENGINEERS fi z a STAMPED LETTER. - U-7 3. EXISTING ROOF FRAMINGS CONSIST: OF 3.5", X 5:25" RAFTERS 32' :OC. : o Q J a> 4.PLANS ARE DRAWN FOR SOLAR INSTALLATION , g o ' Y m z ONLY. ALL DETAILS ARE NOT SHOWN. ag 00 TITLE: E EXT'G 'CHIMNEY y DETAILS - (13) SUNPOWER 327 WATT _ PHOTOVOLTAIC -MODULES r , 3 ' w r • i # n to ' y 11Y SPAN u rp 3.5"x5.25" a 'ad c� RAFTER 32" OC ". o 5/12 PITCH _ E O m o 0 z I Date: 04.13.2015 ' Sheet . A-1 Ifs' J, S 0 a r Photovoltaic Installations E2 SOLAR INC 831 Main St._ Dennis, MA 02638 0:508.694.7889 F:508 694 7886 CS License#CS090293 Home Improvement Contractor's Lic. # 160360 e25olarPV(a�gmail.com Contract for Photovoltaics OWNER'S NAME: Michael Barry Y PROJECT ADDRESS., "'` '18'Bnar'`Cliff Ln Centerville, MA, 02632 1. PARTIES: This contract(hereinafter referred to as"Contract") is made and entered into on this 10"' of September, 2014 by and between Michael Barry(hereinafter referred to as"Owner'); and E2 SOLAR INC. (hereinafter referred to as"E2Solar°or"Contractor"). WHEREAS, Owner seeks-to have one (1)'4.251 DC KW-grid tied solar photovoltaic (PV-). system, hereinafter called "the System" professionally designed and installed at the-, above-named project address. WHEREAS, Contractor agrees to install the systems in accordance with all local code_ requirements and in accordance with current National Electric.Code. WHEREAS, Contractor agrees to install the systems in a professional and courteous:,;- manner, leaving the job site secure and clean at all times. THEREFORE, In consideration of the mutual promises contained herein, Contractor agrees to.perform the following work: 2. GENERAL SCOPE OF WORK DESCRIPTION 2.1.) System Specifications: The 4.251 kW DC PV system will consist of thirteen (13) Sun Power'327 Watt photovoltaic modules mounted to the south facing roof area. The photovoltaic modules. will be mounted to the roof using Unirac mounting system.. All roof penetrations will either meet or exceed the local building requirements. In addition the system will consist of one (1) UL listed SPR 3802-TL inverter to be installed near the electrical service panel• The AC disconnect will be located on the exterior of the house, near the service entrance, with all appropriate signage posted as required by the utility. This system will connect to the electrical grid via the grid tied inverter. `This system will not include a battery backup system, but will offer a "Secure Power Supply" offered through the inverters. In the event of grid failure these inverters will power up loads when the sun is present through outlets located on the inverter without the use of batteries . , 1, t1 10. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid-or unenforceable, the parties agree that all other provisions of this Contract will remain in full force.and effect.Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid. and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions ,A contained in this Agreement Date Jas 0 Of oots for E2 o r Inc, Contractor ate / Michael Bar — ' 4 Photovoltaic Contract Page 9 of 9 E2 Solar Inc.,Contractor Michael Barry,Oavner 9/10/14 ACO CERTIFICATE OF LIABILITY INSURANCEF05/28/2015 DATE(MMIDD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: DOWLING&O'NEIL INSURANCE AGENCY PHONE FAX o E (A/C,No):, 973 Iyannough Road E-MAIL` ADDRESS: P.O. BOX 1990 " INSURER(S)AFFORDING COVERAGE NAIC# Hyannis MA 02601 INSURERA: AmGUARD Insurance Company INSURED - - INSURER B: E 2 SOLAR INC INSURERC: 831 MAIN STREET INSURER D: INSURER E DENNIS MA 02638 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IITR -TYPE OF INSURANCE I S L UBDR POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE F-1 OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG :$ POLICY 171 PRO-JEC LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LI IT • Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE .$ AUTOS Per aocident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- A AND EMPLOYERS'LIABILITY R2WC510731 7/19/2014 7/19/2015 X' T R I IT ] ER ANY PROPRIETOR/PARTNERIEXECUTIVE Y/N N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N❑ (Mandatory in NH) E.L.DISEASE EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Michael Barry SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 18 Briar Cliff Lane THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Centerville, MA 02632 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD . POWE E-SERIES SOLAR P . . . . O. O. HIGH PERFORMANCE& EXCELLENT DURABILITY A SERIES } r • 20.4%efficiency Ideal-for roofs where."space Is at a;=premium or where future expansion might be needed E20 327 PANEL • High performance e Delivers excellent performance in real world HIGH EFFICIENCY6' conditions, such as.high temperatures clouds and low light ' z 3 ;x Generate more energy per square foot`' • Proven value E-Series residential panels convert more sunlight to electricity producing 36% Designed for residential°rooftops E Seres more power per panel,'and 60% more energy per square foot over 25 panels deliver the features,`value and years.3,a 3: performance for any home:. HIGH ENERGY PRODUCTION' Produce more energy per rated watt High year one performance delivers 7-9% more energy per rated watt.3This advantage increases over time, producing k% more energy over the first 25 years.to meet your needs.4 0 120% 2 0% - 3 _ - More Energy f. 110% a"' Per Rated Watt ' Maxeon®Solar Cells:Fundamentally better 8%more,year 100% Engineered for performance designed for durability > '• - F a 01 90% 35%more,. ,year.25 Engineered peace of"mind ao°i° t n , c 70% Designed to deliver consistent trouble free* W �:,,, - • tv , energy over a very long lifetime a•s' ° bo% . : n, } N 50% . 0 5 10 15 20 '25 Designed for durability Years �Fa srP�c F, The Sun Power®Maxeon Solar Cell'Is the only �2 ' cell'budtorna solid co er'foundafion Vtrfuall 10°/ ." M pP Y ° High i t impervious;t'' the corrosion and cracking.ahat a% High Tempst: PH6f6, SI Maintains d Power at de97ade COnVentionaf'Pari6 45 a No Light-Induced. �iE6iO'` fi. Degradation 10 0 H .,,..: #1 an in Fraunhof 6er durabthty test Q' �° gh Average Watts 100%power maintained in Atlas 25+ r l l rn 4% Better Low-Light and comprehensive PVDI Durability test°w spectral Response w 2 Lu _ High-Performance a Anti Reflective Glass } 0% sunpower'corp.com :A ? } •` E-SERIES • . . PANELS MORE ENERGY. FOR LIFE" ---� SUNPOWER OFFERS THE BEST:COMBINED POWER AND;PRODUCT WARRANTY 1 POWER WARRANTY PRODUCT'WARRANTY. 95% t t ' • - i ! . • 85% 1 80% waam • • I 0 5 10 15,. 20 25 0 S 10 1"5s. 20 25 Years " `Years More guaranteed power:95%for first 5 years,-0.4%o/yr.to year 25.8 Combined Power and Product Defect 25 year coverage that includes panel replacement costs.° ., ELECTRICALDATA ' OPERATING CONDITION AND MECHANICAL E20-327 E19-320 Temperature -40°F to+l 85°F(-40°C to+85°C) i Nominal Power12(Pnom) 327 W 320 W ( Wind:50 psf, 2400 Pa, 245 kg/m2 front&back j i --- - -- ° ° Max load Snow: 1 12 sf,5400 Pa,550k m2 front t Power Tolerance +5/-0/a +5/ 0% �I P 9� � 1 Avg.Panel Efficiency13 20 4% `ten '19 9% Impact 1 inch(25 mm)diameter hail at 52 mph(23 m/s) .I Rated Voltage(Vmpp) 54.7 V - 54 7 V 1 resistance __- --- Appearance Class A. Rated Current(Impp) 5.98 A� 5.86 A Solar Cells 96 Monocrystalline Maxeon Gen II Cells 1 Open-Circuit Voltage(Vac) 64.9 V_ 64.8 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current(Isc). 6.46 A 6.24 A Junction Box IP65 Rated Maximum System Voltage 600 V UL& 1000 V IEC -- - Connectors MC4 Compatible Maximum Series Fuse 20 A Frame ss ac ized;highest AAMA Rating Power Temp Coef. (Pmpp) -0 38%/°C r__ �._�_ _;.. ._.� _. _. _. ._ _. _. . t ,. Weight 41 lbs(18.6 kg) j i Voltage Temp Coef. (Voc) 176.6 mV/°C 7. — - I, Current Temp Coef.(Isc) _ 3.55 mA/°C _- I - ' ;'t ►ESTS AND''CERTIFICATIONS:'' REFERENCES: Standard tests UL 1703,IEC 61215,IEC 61730 1 All comparisons are SPR-E20-327 vs.a representative conventional panel:240W, Quality tests__ ISO 9001:2008,ISO 14001:2004 i approx.1.6 rn,.15%efficiency. EHS Compliance' RoHS,OHSAS 18001:2007,lead-free,PV Cycle 2 PVEvolutjon Labs"SunPower Shading Study,"Feb 2013. - . — — --•- 3 Typically 7-9%more energy per watt,BEW/DNV Engineering"SunPower Yield Report," 1 Ammonia test IEC 62716 I Jan 2013. Salt Spray test IEC 61701 (passed maximum severity) 4 SunPower 0.25%/yr degradation vs.1:0%/yr conv.panel.Campeau,Z.et al."SunPower 10 PID test Potential-Induced Degradation free: 1000V l Module Degradation Rate;'SunPower white paper,Feb 2013;Jordan,Dirk"SunPower r ------ --- - - ------------- Test Report,"NREL,Oct 2012. M Available listings _CEC JET,KEMCO,MCS,FSEC,CSA,UL,TUV 4 5"SunPower Module 40-Year Useful Life"SunPower white paper,Feb 2013.Useful fife is 99 out of 100 panels operating at more than 70%of rated power. 6 Out of all 2600 panels listed in Photon International,Feb 2012. 7 8%more energy than the average of the top 10 panel companies tested in 2012(151 —- panels,102 companies),Photon International,March 2013. s ` 8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013. 9 Some exclusions apply.See warranty for details. 10 5 of top 8 panel manufacturers were tested by Fraunhofer ISE,"W Module Durability 1046mm Initiative Public Report,"Feb 2013, . ' - [41.2in] r 11 Compared with the non-stress-tested control panel.Atlas 25+Durability test report,Feb I " 2013. t 12 Standard Test Conditions 0000 W/ml irradiance,AM 1.5,25'C). 13 Based on average of measured power values during production.. C46mmr L—` 1559mm > [61.4in] See MtpJ/wwwsunpowercolp.com/fach for more reference information. For further details,see supplementary specs:www.sunpowercorp.corn/datasheets.Read safely and installation instructions before using this product. ®Apn12013 SunPower Corporation.All rights reserved.SUNPOWER,the SUNPOWER logo,MA)(ON,MORE ENERGY.FOR UFE.,and SIGNATURE am trademarks or registered trademarks of SunPower Corporation.Specifications included in this datasheet.am subject to change withoN notice. - $Ll n powercorp.com t r1•x• M Document#504860 Rev B/LTR EN. . It �.. -.«5. .. - a . �- t � ` rj _. 11 e k � -3. � - � .. ' .. � � � - t. ._ � `. a � � 9' r , , 'arMount IUnirac Code-Compliant Installation Manual F-11 U N IRAC { I`p 6:Detereraine the U lift Point load,R(lbs),at each connection based on rail sport You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt Attachment to the roof t-building)structure. Table I.I.Uplift Point Load Calculation Total Design Load(uplift): P psf Step I Module length perpendicular to rails: S x ft Rail Span: 4 x ft Step 4 12 Uplift Point Load: R lbs Table 12 Lag pull-out(withdrawal)capacities(Ibs)in typical roof lumber(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Poini Load Force,R(lbs),requirements. Specific '14- Shafer Divide the uplift pointload(from gravity_ per inch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch 0.50 266 Table 12. This results in inches Douglas Fir,South 0.4 235 - - of 5/161agbolt embedded thread depth needed to counteract the Engelmann Spruce,Lodgepole Pine z uplift force.If other than lag (MSR 1650 f &higher) 0.46 235 bolt is used(as with a concrete or steel),consult fastener mfr' Hem,Fir,Redwood(close grain) 0.43 212 documentation. Hem,Fir(North) 0.46 235 0.55 37 Thread = It is the installer's responsibility• Southern Pine depth to verify that the substructure. Spruce,Pine,Fir 042 205 - and attachment method is strong enough to support the Spruce,Pine,Fir . maximum point loads calculated (E of 2 million psi and higher according to Step 5 and Step 6. grades of MSR and MEL) 0.50 266 i Sources American Wood Council,NDS 2005 Toble I1.2A,11.3.2A. Notes:(1)Thread must be embedded in the side grain of o,rafter or other structural member integral with the building structure. (2)`Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. . (4)This table does not include shear capacities: If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (S)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for,log screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. _ *Use flat washers with lag screws. 7. 13 I _ . " I ik` tl GreenFasten GF1 - Product Guide Cut Sheets:GF1-812 t I• � 1�jf� 4 _ Fit, I° 'I. �1 Pp ° Ef 3 —.may�•-- 1/32„ z $„_ 4XR8" I f z S 13 � Y l 016 _ 4 t 5 104 a t t i ► 1 I Ff 5/64 16 r i r DETAIL A `& + SCALE: 2:1 uyI ar t,(M O p • �" n Finish Options ,,r. BLK=Matte Black ° MLL=Mill Finish 1 877-859-3947 EcoFasten Solar"All content protected under copyright.All rights reserved.7/24/2014 aa 3.2 ^' I EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 132 8,146,299 B2 8,209,914 132 8,245,454 132 8,272,174 132 8,225,557 B2 i LANGE NUT BID CLAMP OP MOUNTING FLANGE NUT CLAMP MID CLAMP . T—BOLT UGC.-1 CUP . T—BOLT SOLAR MOUNT RAIL T—BOLT ' UGC-1 . CLIP- . RAIL000 , 00 00 installation Detail Q2ao� unut�a�.trtc. SotarMount€W .. MVD "E Top Mounting C AMMW-Mt Mk Universal Grounding MOS.. UIZE URASSY—0006 �a-a 1� ' . F:tu-l_U4.w w -"Z ' s, ;; , . RI a , _ tl CRIZ- pp ��S �g � ' rP._ff nat:aJIU-'7 p_` IF �'C�in n'a.' L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 - I Ultimate tensile:38ksi,Yield:35 ksi Finish:'Clear or Dark Anodized L-Foot weight:0.215 Ibs(989), `'`✓ Allowable and design loads are valid when components are "! assembled with SOLARMOUNT series beams according to authorized Bea 'Q--�Bo/t UNIRAC documents For the beam to L-Foot connection: L-Foot • M F593'/8"-16 hex head screw and.one Assemble with one AST ASTM F594 3/s"serrated flange nut errate •Use anti-seize and tighten to 30 ft-Ibs of torque . Flange N / Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory Y F NOTE: Loads are given for the L-Foot to.beam connection only;be X sure to check load limits for standoff,lag screw,or other attachment method r is Applied Load Average _ Safety Design Resistance ': 301 Ultimate Allowable Load Factor, Load Factor, A SLOT MR - � Direction Ibs N FS Ibs(N) - m 3y naarnraaE f Ibs(N) ( ) ' Sliding,Z± 1766(1856) 755(3356) 2.34 .1141 (5077). 0.646 z.m Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 2.46 2004 8913 0.615 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) ( ) 0.664 Traverse,X± 486(2162) 213(949) 2.28 323(1436) E2 SOLAR JASON STOOTS 831 MAIN ST DENNIS, MA 02638 Update Address and return card.Mark reason for.chnnge. (� Address [] Renewal. Employment Lost Card m SCA 1 0 201v1•05111 J/r fir ullnnirrnr rr///r,��`r j�rJ•jrrr�nJr'��: License or registration valid for individul use only �. � Oflicc of Consumer Affairs&iiusihess Regulation before the expiration date. If found return to: t ;eg-stration: OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation 160360. TYPe 6I2016 DBA,. 10 Park Plaza-Suite 5170 }(�?&xpiration 7!1 Boston,MA 0211G. E2 SOLAR , JASON STOOTS 831 MAIN ST DENNIS,MA 02638 Undersecretary Not vali without signature � �' �lt�`iCcGI1L,OGi:G UG17£.ltfi GI(tar.publlr'!' t(•a!- � k JASON STOOTS Ga�,ta.al Iau1W.111g, �Cr;UiwL•Gtr nt;r.. • tc t," 1�: r CS-090293 o 1 t ' JASON)tD STOOT§' !,• ` �: ,. *Photovoltaic Installations 170 CHASE ST e31 Main Street I<1tANiVIS Nt, 0601 MA License CS 090293 Dennis,MA 02638 NABCEP!I 93808 Cell:508.237,3892 NO-01AM4 CAIDUmpo._._., :offlce/fax:508.694.7889 i.,• Fr i� Jason@e2solarcepecod.com .4ro.✓ ".`9"' 04/2812016 110MURWIPM 4IM0111 www.e2solareapedod.com . t;r.,r r.;ztcsEr:rnca' The Commonwealth of Massachusetts � sa�neni of nausiriai ficcidenis ' H :office of Investigations d ' d 1 Congress Street, Suite 100 Boston;MA 02114-2017 ' s�•`,. ;v jnass gov/ilia Workers'Comuensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers AaI?ticant information Please Print Legibly Name (Business/Organization/individual): as 31 mI ,A City/State/Zip: .DC,,W► 5 ✓yt )1 =79 Phone#: ,SB 40`f Are you an employer?Check the appropriate box: Type of project(required): 1.K I am a employer with 6 4. Q I am a general contractor and I employees(full and/or part-time)-t, have,hired the.sub-con— to 6. []New construction.' 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers'. 9. Building addition [No workers' comp.insurance comp.insurance.: 10. Electrical repairs or additions required_] 5. ❑ We are a corporation and its ❑ eP 3.❑ I am a homeowner doing all work . officers have exercised their Y 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs- insurance required.]t c. 152,§1(4),and we have no employees. [No workers' . 13. Other AG"rE2R''no�S comp.insurance required.] /QOof O OG *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractots that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: D&W(_l A3& cP Qn)Et L Policy#or Self,ins.Lic.#: R L tA)G$ J D 7 3 ( Expiration Date: 7�/ Job Site Address: % 8(_,a C d a 'Zt1,. City/State/Zip: 6 -Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c; 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the'Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un er the pains and penalties ofperjury that the information provided above is true and correct Si attire: Date: (0111 Phone#: ' S4 — �-7 g89 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#: (— September 2,2014 MIG K EWZtE Mr. Jason Stoots ENGINEERING E' Solar CONSULTANTS 120 Chase Street structural civil environmental Hyannis, MA 02601 RE: Structural Review, Solar Panel Installation,Barry House, 18 Briar Cliff Ln, Centerville Dear Mr. Stoots, McKenzie Engineering Consultants, Inc. has completed a structural review of the proposed solar panel installation on the roof for the Barry house located at18 Briar Clifff Lane in Centerville. As part of this review,the following documentation was review and consulted: • Manufacturer data for components proposed for installation • American Wood Council Connection Calculator Unirac Calculator Based on your description of the project, layout of the solar panels and the rack connection clip spacing, and the proposed lag screw connectors,we completed an analysis of the wind uplift loads on the solar panel array to determine the necessary spacing of the clip connectors for connection in to the roof rafters. The project location is,in a 110 mph Exposure B wind zone and the uplift load for components and cladding for this exposure was calculated to be approximately 18.1 psf. Using the panel layout and rack system described and using the Unirac L-Feet spaced 32"on center horizontally, the uplift was calculated. The uplift load on each connector was calculated to be approximately 70 pounds and the down force 143 pounds. Using the proposed 5/16"x 3" lag screws to connect the L-Feet into the 3 1/2"x 5 1/4"roof rafters,the design withdrawal value as calculated using the American Wood Council design criteria is 482 pounds. We also analyzed the combination uplift and down load onto the roof rafters using Unirac's design calculator and have concluded that the roof rafters are capable of supporting the added combination load of wind and snow at L-Foot spacing 32"on center so that the loads are evenly distributed to each roof rafter. Based on this information,the connection of the rack system to the roof is adequate to resist the design uplift of the solar panels proposed to be installed on the roof. ` If there are any questions, feel free to contact me. � 04 al.10 Since Ma "AaP. Pr s nzie E ng Consultants, Inc. Atch: Solar Array Plan ' i 1 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com tOYIN'OF BA`RNSTABLE R I S E Division of Thielsch Engineering,Inc. � � MAY 10 AM 11: 20 1341 Elmwood Avenue ENGINEERING Cranston,Rhode Island 02910 DIIST l May 1, 2013 Thomas Perry, CBO Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Insulation permits Dear Mr. Perry, This affidavit is to certify that all insulation work completed for 18 Briarcliff Lane has been inspected by a Building Performance Institute (BPI) certified Professional. All work performed meets or exceeds Federal and State requirement. Sincerely, Erik Nerstheimer 'Supervisor of Installations,. BPI certified Building Analyst Professional and Envelope Professional, RISE Engineering, a division of Thielsch Engineering, Inc. 1341 Elmwood Avenue Cranston, RI 02910 I l 401-784-3700 •800-422-5365 •Fax 401-784-3710 Tril Edit,"-foals Help 1 ®' ,.. _. s Schedulmg InspectisanD_ 5279 Saute CC+NL' ., Originatingdepti4?4-BUILDINODEPARTMENT 'lfialatiar+ f . :CI Parcel ZQ81t Application ref 91Q2 an - Field SheetF BARRARO ADELE R } Pipiect/ActivA STOVE RE§iDENTIAL l.. Profile � €� :p lcreaVon � UnrT @usiness ID. 1 License number Btreet o- s.. Inspection Area �,• u. Permit,Alerts 74 � �:ttt Main Fees ' Penodic,,nsps _ esufts - e3 Scheduled u .�: `° L ;, Pa3rmnttHrstvey. ., ix ., . ion tTO` ix.. `" t`OrDD,�C(7AL'STOVE 1NSPEGT10l+J Results code PASS :.. y [PASSED INSPECTION " - y _ n ; . . yPe , . y, r ,,•: Ad usi -Requested on, :-; . ; �#t„_ .. at -,..77 `'p ;�Q: a � ;Peiformed on 41I14. i 4 far time eduled Travel7 Process Bands r i - _ lnspec3at Onske time foperty. � F "Perrrii# l. Create reinsp; l x 3 Reins ecticn cd i ` Link Permits'' Contractor, 0}. #� i 1 r` C of 1 reference �." Ins _result Ins scam B 1 i n P' i CommentY Camrrerrt 77 code . . CheckIjSE # Tend; n r inter inspectron scheduling infnrmatt©n t fit' (� I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued < < Conservation Division Application Fee SDpOZ Planning Dept. Permit Fee J Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address bd C{,► d I4- LCuK)U Village CErllery 01 L Owner Mf C.j)O fl (bar Ij Address S � Telephone Permit Request ICY SP.G�U , mWa , O f ewa I I 0_) ILL (V-3l��, Square feet: 1 st floor: existing proposed 2nd.floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: )Yes_-'❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)dj co 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 RISE Engineering Telephone Number 401-784-3700 Address 1341 Elmwood Avenue License # 100459 Cranston , RI 02910 Home Improvement Contractor# 120979 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ;7) Erik Nerstheimer for RISE Engineering FOR OFFICIAL USE ONLY ti APPLICATION# r DATE ISSUED MAP•/PARCEL NO. k ! ADDRESS VILLAGE s - OWNER r DATE OF INSPECTION: FOUNDATIONt ' FRAME yi INSULATION FIREPLACE c� ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL } <i GAS--?.. ROUGH %?. FINAL f ;FIN_AL.BUIL-DING • w� f DATE CLOSED OUT f . ASSOCIATION PLAN NO. G The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, Mass. 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): RISE Engineering a division' of Thielsch EngLppri ng Address: 1341 Elmwood Avenue City/State/Zip: Cranston,: RI 02910 Phone#i (401)784-3700 or 1-8007422-5365 Are you an employer? Check the appropriate box: Type of project(required): 1. N I am an employer with 4. D. I am a general contractor and I 6. ❑New construction employees(full and/or part time).* have hired the sub-contractors 7 p Remodeling 2. ❑ 1 am a sole proprietor or.partner- .listed on the attached sheet. ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.$' required] 5.❑ We are a corporation and its 10. ❑Electrical repairs or additions 3. ❑ 1 am a homeowner doing all work officers have exercised their myself [No workers' comp. right of exemption perm MGL 11. 0.Plumbing repairs or additions insurance required] t c. 152, § 1(4), and we have no 12. ❑Roof repairs employees. [no workers' comp.insurance required.] 13. Other Insulate *Any applicant that checks box#1 must also fill out the section below showing their workers$compensation policy information. tHomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating'sucb. lContactors that check this box must attach an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees.Below, is thepolicy and job site information. Insurance Company Name: The Preston Agency Policy#or Self-ins.Lice:#: 33 7 3 0 9 61�-0 1' 2 Expiration Date: 1/1/1 Job Site Address: O h,J�'I i�t�i ( i/L(1' City/State/Zip: Uv4tryij 14 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration(date). Failure to secure coverage as required under Section 25a of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of $250.00 a_day against violator.Be advised thafa copy of this statement maybe forwarded to the.Office of Investigations of the DIA for coverage verification. I do herby certi and fhe ins enalties of perjury that the,information provided above is true and.correct. Si nature: Date: Print Name Erik Nerstheimer Phone#:(401)784-3700 or 1-800-422-5365 exti33 Official use only. Do not write in this area to be completed by city o'r town official City or Town: Permit/license#: Issuing Authority(circle one): 1.13pard of Heath 2. Building Department 3.City/Town Clerk` 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact person: Phone#: OP ID: 31 CERTIFICATE- OF LIABILITY INSURANCE DATE,MM/°°"""' 12/30/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on Ws certificate does not confer rights to the certificate holder in lieu of such endorsements. - PRODUCER 401-886-8000 CONTACTNAME The Preston Agency,Inc. 401-886-1700 PHONE I FAX 1350 Division Rd Suite 303 A/c No Ext: AIC No): E-MAIL - - PO Box 810 ADDRESS: , East Greenwich,RI 02818-0810 cu°sToMER ID#:THIEL-1 INSURER(S)AFFORDING COVERAGE NAIC# INSURED Thielsch Engineering,-Inc INSURERA:Zurich-American Ins Co. - Thielsch Group Inc. INSURERB:American Guarantee&Liability Hi Tech Realty Inc. INSURER C:North American Capacity 195 Frances Avenue- p ty Cranston,RI 02910 INSURER D:Hartford Insurance Company INSURER E: - INSURER F: - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.,NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iNSR ADDLSUBR - POLICY EFF POLICY EXP LTR TYPE OF INSURANCE 'POLICY NUMBER MM/DD/YYYY) (MMIDDfYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY 3730962-01 01/01/11 01/01/12 PDAMAGE TO REMISES RENTED. $ 300,00 CLAIMS-MADE FK OCCUR MED EXP(Any one person) $ 10,00 PERSONAL 8 ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO- LOC Emp Ben. $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) _ $ 2,000,00 A X ANY AUTO 3730963-01 01/01/11 ' 01/01112 ' BODILY INJURY(Per person) $ ALL OWNED AUTOS` , BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,00 EXCESS LIAB CLAIMS-MADE B-... AUC-4857188-00 01/01/11 01/01/12 AGGREGATE $ 10,000,00 DEDUCTIBLE $ RETENTION $ - $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N T RY IMI R -A ANY PROPRIETOR/PARTNER/EXECUTIVE ':3730961-01 01/01/11 • 01/01/12 E.LEACHACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? � N/A _ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1-000,00 C Professional Liab DVL000026800 04/01/10 _ 04/01/11 Prof Liab- 2,000,000 D Leased/Rented Eqp 02UUNTD5678 01/01/11 01/01/12 Equipment 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN . ACCORDANCE WITH THE POLICY PROVISIONS. 5 AUTHORIZED REPRESENTATIVE - ©V1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD .t NOTEPAD THIEL-1 PACE 2 INSURED'S NAME Thielsch Engineering,Inc OP ID:31 DATE 12/30/10 RI � r' n ineerinfq,a division of Thielsch En ineerin ,Inc. �a ke11 l�ssocia es a divisio f Thiels h Fnginpe n ,Inc. A Laborato a Ivlslon o TT lelsch n Ineerin I� La oratory;a Ivy Ign.o T i sch In ineenn��Inc. O n inee ng division o 941sch�ngmeel`inqq,Inc.' ater a ageme gervices,a division of Thielsch Engineering,Inc. 1te r fai;i an �uses �eguon O ice o onsume 10 Park Plaza - Suite 5170 Boston, ssachusetts 02116 Home Improve • ontractor Registration "`— Registration: 120979 Type: Supplement Card F w Expiration: 3/25/2012 THIELSCH ENGINEERING m �. -ERIK NERSTHEIMER: 1341 ELMWOOD AVE. - CRANSTON RI02910 • 4 Update Address and return card.Mark reason for change. Address rj Renewal Employment Lost Card t DPS-CAI 0 50M-04/04-G101216 ' , _ tie -�ammeo�.ziuea.�i a���/�aaaac�uaeka Office of Consumer Affairs&Bu iness Regulation License or registration valid for individul use only per UVOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration� 979 Type: 10 Park Plaza-Suite 5170 Expira 12 Supplement Card, Boston,MA,02116 THIELSCH ENC ERIK NERSTH _ ^_ 1341 ELMWOOD " g CRANSTON; RI 0291 - :` Undersecretary Not valid without signature r Licensee Details Page 1 of 1 The Official Website of the Executive Office of Public Safety and Security(EOPS) R Mass,Gov Home € Public Safety Department of Public Safety Licensee Complaints License Type Construction Supervisor License# 100459 Restriction WS,IC r Name Erik Nerstheimer City,State,Zip North Scituate,RI,62857 Expiration Date 3/28/2012 Status Current a No complaints found for this Licensee. Back To Search http://db.state.ma.us/dps/l,icdetails.asp?txtSearchLN=CSL100459 1/7/2011 I f s z j., t TA . .} . NAT-24531 - 1 Control No: 34244 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR 8 DIVISION OF OCCUPATIONAL SAFETY "J• 19 STAMFORD STREET, BOSTON,MASSACHUSETTS 02114 -LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER RISE Engineering A Division of Thielsch Engineering, Inc. 1341 Elmwood Avenue Cranston,RI 02910 WAIVER: LW000672 . EXPIRES: April 15,20.15 IN ACCORDANCE WITH M.G.L. C. 111, § 197(B)(b)AND 454 CMR 22.03(3)(b), THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER IS ISSUED BY THE DIV. OF OCCUPATIONAL SAFETY TO THECONTRACTOR ABOVE FOR THE PURPOSE OF PERFORMING LEAD-SAFE RENOVATION WORK. THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER MUST BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH M.G.L. C. 111, § 197B(b)AND 454 CMR 22.04 WHEN PERFORMING LEAD-SAFE RENOVATION WORK. HEATHER E. ROwE,ACTING CONIIVIISSIONER Printed on Recycled Paper RISE ENGINEERING Federal ID#0640406629 RI Contractor Registration No 8186 A division of Thielseh Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 " 1341 Elmwood Avenue,Cranston,R102910 (401)784-3700 FAX(401)784-3710 CONTRA T - Page 1 - . -THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING AND THE CUSTOMER FOR WORK AS E NG INEEIt111IG § DESCRIBED BELOW CUSTOMER PHONE DATE Client 0 Michael Barry (617)835-6296 0 /20/2011 116614 SERVICE STREET ^BILLING STREET (�-�"` ;^'•-- 18 Briarcliff Lane 18 Briarcliff Lane SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP -- r" Centerville,MA 02632 Centerville,MA 02632 t,: 7 ~ ~'JOB DESCRIPTION RISE Engineering will provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be performed in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products Primary areas for sealing include air leakage to attics,-basements and other unheated areas(windows are not generally addressed.) This measure is available for 100%rebate from the Cape Light Compact.. $528.00 RISE Engineering will provide labor and materials to install 2.25!'R-10 semi-rigid fiberglass board insulation to 48 square feet of kneewall area. $129.60 RISE Engineering will provide labor and materials to install a 9"layer of R-30 unfaced fiberglass batts to 450 square feet of attic space. " $787.50 RISE Engineering will provide labor and materials to install 3/ 8"X 16"rectangular aluminum soffit vents to increase ventilation in attic areas. $51.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year. $726.68 t RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for air sealing measures,the Cape Light Compact offers a 100%incentive. $528.00 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF *Two Hundred'Forty-Two&02/100 Dollars $242.02 - 1 UPON FINAL INSPECTION INSPECTIONflWq APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL.INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY UNPAID BALANCE nE7110 Or.SEE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. `DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES AUTH IZED TATU RE-RISE ENGINEERING CUSTOMER ACCEPTANCE - NOTE:THIS CONTRACT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN .DATE OF ACCEPTANCE ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE 3 SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK DAYS. AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE p LEGDJD EXISTING.SEPTIC. TANK„&,S a:S 49.67 . -TO:BE PUMPED, ,FILLED Wl r'IL_ ----- � � N '. S.9NO AND ABAN>r6 ./� `�{c; . d+°. .,. - Zo - EXISTING CONTOUR 201 ,, x PROPOSED, ST C, t x 20,12 :MdSTING SPOT GRADE 19.9,3 ' 150O 500 :CAP�TY Al�_:,7 ,. - - A- gc PROPOSED CONTOUR x 20 i7: i(lP _ _ n .IosEPli _ LAND/V=102 2z.a ;PROPOSED 'SPOT GIIADE � 6 -are ��" WE .. 4 , AaCa. is :2d8-to3 �! • `� � • . -W D(ISTING WATER SERVICE PO�INEES' OFF S.A.S. . �i N. T t y 19:56: G�--, EX{STING GAS SERVICE TOP OF LINER, EL;=22.2 O:N.�W.=- OVERHEAD WIRES BOTTOM OF LINER, EL.=19:5 �:.� f �;'` � O. N/F.F€RNA. AMArIDA FLAG WET/v-103 WETLAND . STRIPOUT .TO �, c PARC 2 ,WETLAND SYMBOL SUITABLE SAND 0 (SEE NOTE 11) 1 / 9 25 TEST PR , 'BENCHMARK x 19.69 a�nHi t �- l wt TCANn I ;��° Locus C FN : xI V-103 a RIGTR QF WAY TD LOCUS• 0 SAX �• ,3 • N/F::cowRAo.'MICHAEt .01- Qc GARRETi. BARBARA G a PARCEL;0 2oe->a4. �0 0:06 O:' � ' ,. o LOCUS sMAP OT N0. '10 / of. 1� i r WETLAND 104 7 6c� �� �a:. rGENERAL NOTES: f A. ALL;CHANGES TO THIS PLAN VUST BE 8Y'APPROVFA •THE%IOCAt: SJ1. ie Y BOARO`OF HEALTH,AND THE.0ZS aGN ENGINtM x 23.73 'at1 WORK AND MATERIALS;SHALL COAIFORM.:TO THE REOt1LRtCbIfNTS x 20.11 / ' ! 50a ' 19.39< " 'w TILE STATE ErmRONMENTu coD£. TITLE V. Alm ANr.APP11cAFiE. 4 -± c0 r1 ° LOCAL-:RULES AND REGULATIONS EXCEPT As'REOUESTEV`L3F10M: (' N/F ERNEST do ':QdANtdA i e .. LOCAL 1)f'C;1tADE`APFR� LANE - X 20;17, _ Ar -� radudlan 5 iaparaVcn between mmdmum 19.45` Flo � 20.26 ,i' 1 PARCEL)ID:-208-T 0s o - A.1 �� ,1 9:4 / seasonal high gnwnd,.ata an0.Eattom of SAS, tor.4 nepataioa+: ` °A raduetkn 40 the rrquirart+sat of o't2,,separation L¢tverti filet +"' \ Lkt -A 23.57 / '&-outlet pipes SwAcIng theseptictonk/pump chamber and:high20.31 /� r: rour dwoter. Wotertk}ht sleevm'.shall be pra-inatatled on septic•tonk' '� R .� M.a �208 x 19.97. . . 68 �i,� 2�.Q4 \ Q. \., 1. L �,rt j';. mP o.Ppes. .:: • _ . . ` � ens � _t /. \. r: ; F.:T- L Y -� / LOCAL'RM1AAlTDN c O..'A" la_Sotback R .;i* " Par6.1\105 t, r ` \ V': 4 a t&4 3 M..la' wrfancci SAS;io WaUand;'for 0.$2 xtt:ack' / B chmvrk s - \ i / O .Y _ Le COr. COrIC:; �t ETLA 4 A 19''rorionce.Sepik Taitk.io'.Wat4ond. Toro 81.',eatbnck,. :20.48; EXISTING \, 1 ;, �2 _ 3.THE SEWAGE DISPOSAL sisTELL sHALI.`Nor BE EucLoiufo Pmo>; ABUFTINCi` \ . ,... --r- �- °y"' TO INSPECTION AND APPROVAL`BY'THE BOARD OP HEALTN,.AND E -'/ N .' Gr 1 'CtUl_L c OESIiN ENGINEER.' 9.35 EL. " ZT.34 r+ ti fIOUSE(#l4) �. 50 x 9.99 ® r:..;. '4:AW CONDITIONS ENCOUNTERED DURING CONSTRUCTION olFFERlNC Scr.. 9.94 .�" 19.26 j Parcel B CD / .FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN _ �, •:•� : t6.'500f SF do .. - X pp 5..;ALENGINEER EILEVAI� BOSEO ON UAN ASSURED DATUM. 19.50_ .. . , _ �/ 6.% DESIGN t•7NGINFF3t is NOT,F!ESPbttSlBlf FOR.THE FAILURE OF %- .;. _;D e r / (V!Cep 2OS �a THE CONTRACTOR OR:OWNER TO NOTIFY THE LOCAL BOARD OF O, }� ,• HEALTH FOR PROPER INSPECTIONS DURING_CONSTRUCTIO . �. (� a Shed �° WATER SUPPLY,PROVIDED BY:TOWN WATER SERVICE N<750',OF' PROP05ED SAS. .. O '20:44, :THERE ARE.NO PRIVATE wEuS WRH) - THE, y; -�` -•: �LV�'°. '�► `+ ]9 21,.;+ ":'.J ti / 9 ;ALL`AREAS CLEARED FOR CONSTRUCTION,SHALL 8E;RESTORED As - V:;,./ ems°' •...,� ;AGREED'UPON t9Y`OWNER'AND GONrRAGTOR OR.AS;OTHERWISE ., . eCI �+ !' i .':'* e I ti VRECTED.BY THE APPROVtNO AUTHORITIES. e < 19 9, v, 9 �- P G :: r . 18 79; F laR sHAu eE THE THE. o `T1iE'.corirRACTDR Tl] VERIFY THE o ,. L .:: i - r _ I. 1.8,73 THE LOCATION of All uxoERCRoul�n.utama PRIOR;ro aEcwruNG. - CONSTRUCTION. Q . -du•7,1. / ?. i-, p .ps a: '. ti i::WHERE REQUIRED.,`CONTRACTOR SHALL REwvE.AIL UNSUITABLE.SOILS ,:::,e., t f 18.76 W E LA -0g V-106: IN THE AREA L3ENFATH AND :ALL SIDES.OF THE AND REPLAN :-O - : ;' O(yYB. -` ;� } ;,`•' .17 ! .�' ' WTTH.CLEAN SAND AS SPECIFIED iN 310 CMR:255(3� . ale :20 ... x UP'G .'4" r ct� ./ Sx 12:'AREAS REAUIItIIdG 5TR(('OUT OF UNSIATABIE MATERIALS SHALL BE ': 3 T8,91 0 tNSPEC1EO BY HEALTH QFPARTMENr.PRIOR TO'BACxFTLL 3 P . r, :18.78. c ' wway WET V-102 `• of RECM 19,68 t f • .• •.,.,.. t s 'ts3:. / Owe a earraro i h a : �,- 5� WET/V .103 # .�_ �_ aQ' �o Suson Sunon-Power of,:Attorney, p [� c : 19 18 t.ii Qt 60 Hartford Avenue. Q �• '6.3 ."". . . ._.::.:�.• _. .� . :. • .. - 3. M rstonsMills...MA 0 648 . :.....� ,. •:•- 3.53_ _ : _ / off' .. ` '1 82 ; : •' ..,, ' S .../ WET/V i PROPOSEa :SEPTIC SYSTEM UPGRADE PLAN L r , • l 48 ��� OE '�ss �`` WETLAND/V d7 Q�11lI< z/v-1o4 18 BRIARCLIFF LANE CENTERVILLE* 'MA y DEUNFATOPETER 7T. �, �L`.`t f..-r'" 18.61 � 0 £nvironmental.Consulting WEI`bTEF ., �. ;E�- � ClVIL . "' p. � � Prepared for Suson: Simon, 60 Hertford Ave , .Marstons. Mills. -MA 02648 LEE )S x 955 ' ich, MA .02563 STEPHEN IRS : SCALE 888-5855 ECHTEL REALTY TRUST 35109 Ih" x 20.14 EngiTlesAng by; DRAWN. J08. C H I TECTS PARCEL�O: 208- ,-�20'LANniV- o8 Engineeringorlrs, Inc: P.T.M.P T.M• 14 09 uni Panel 250012,0005`C 12 West CloBsfteld Rood; ForestdQte, MA 02644 DATE giECKED 2SHEET NO. ' tY . NINEE�ING 19.32 i 2/3 f 09 PT evised "oUGUST. 19; 1985'` (508) 4TT-5313%, �. (LI3� 5,,aC.. :..: WET/V=`T05 :. ;: ., , : _. . I i EEta'E1V0 . ANKI & 5A 5 EMS77NG SEP77C T --19.67 c�e/flrl Q To, BE,PUMPED,.FILLED ill nt .._. E�USiING CONTOUR SAND AND ABAN ®ME�� 2 _ 20 - PROPOSEU ST PC' 0.1 , 19.93 X• s111c;' x 20.12 '+E)USTING SPOT GRADE T5d0 500 `CAPACITY . . . ., x` 7 �_>_r.. �. � , ! 20.1p'L- r�. _ _ PROPOSED::OONTDUR: < ' - ;,. 22.8 PRO POS® 5POT GRADE F 17AtAR10TT JOSEPH `�'� � , ° �\ WE LAND ' 2: pni'lYi IMF 5, 'OFF S.A." ,"�.AftcEl. io; 2de-1oa N 6,/ ' yh EYJSTING WATER SERYIC> _ _�- � 1 19.56 - . TOP OF. LNER �. : t 939G POSTING GAS SEWCE EL=22:2. O.N.W- OVERHAD WRES BOTTOM. OF LNER EL=19.5 �11 - . 0' 1. ��s�<•", P ARCELE.• �D. �-:. 002 208 000 WETLAND F11GWern-LQ9 STRIPOUT LWErlfJp SYA J : SUtTABLE:.SAND .` � ® TEST. PIT . . 5EE NOTE.; 11 / 20.7 � � i9 69 5 L Locus rl a BENCHMARK.., ,.. X 69 - ✓ Jr C" ,:.. 4iETLAND;t:. = .- 19 .:. CB/DH/FN / _ �. 1 IgGNT. OF`'waYTo'locus. � EXIJ t11 r;' N F CONRAD., L 1: &/GARRETT• M104. SARBARA; .: LOW 11 PARCEL, V,2as-11o4 0.06 s �^ !J o 0 TI D R WETL�AN,D - - 1 v-104 `, 6?959 ` t00 .- `e'a � N� � . . w r' abs" GENERAL NOTES: . 1 { ZS gJ . t ' ALL CHANGES TQ THIS PLAN:MUST:BE APPROVED BY'THE LOCIAL I"BOARD OF HEALTH":THE:DESIGN ENGINEER! �,. ,. . •i �. 12 AND x 01'L .. :SO . 2'to T ERsrA ENvr uiENr cQocf rFQRE V. AND W APPLICABLE 1 t� 1 V. AND ANY aPPLtGBi E '+ tQ' 22. LOCAL RUMS AND REGUUTfONS EXCEPT As REQUESTED:BELOW; N/F ERNE5T.di:OIMiNA>; ' CUfF.tANE' ' � ta+ _._ x _ . , ;�t _;:,. i � � ..; � .= 310:.CUR 1540(h)A:(J)- CQNTENTS ./ ' ( 14 8� 20.1�,� -_ �T/S; =❑ ': tj A reduction to the required s separation een m u» 1.9 45 :20.26: _: PARCEL)ID:-208-1os �'' a 9:4 = Cottom-of SA.S• :for 4'sepotcion _ . 0 �� I ': � seesonal high groundwatu ond; 1 :2j A reduction to,the requi ement of o t separation' hetvreen Inlet x` % f ;d<:outlet pipes servicing-.the septic tank pump chomler• and,high t,.. L t!,JQ', .,. 23,57 Cn;: 20.31 ld, :groundwater.Watertight sleeves shall be,pre-installed:on septic tonk 4: Map �08. i pump:chamber inlet mid outlet;and clamped to pipes. /.. 20,0. .:. ... P. + t a - •,..: / `360..Aetide I - Setback utnments. �. „_ F T. L Y ..~ LOCAL:Recuuusda Chapter,- Raw Par,Ce! \105 a; /,. !83 a SAS: to.Wetland, for;a 82'.se!Deck' Bench set. - 3 ,An 16' variance. Leff, Col., col7C., S,teP ETLA 4�..A 1`3 variance;Septic Tank to Wetland,;for o,81' satback. c �' S'X••, V-L"0 I(FIt1ED PRIOR 20.4$, E IS.TING' �.. - ...,.. - �:34 3 THE.SEWAGE'DISPOSAL' SYSTEM SHAi1L.N07 9E BAc X. . _ 9,35 EL.. 2 TO.INSPECTION AND Af?PROVAL.EiY THE BOARD OF HEALTH AND THE ABU'T77NGG: �� ___.�� _ •`� .?. DESIGN ENGINEER.° R LIN 9 1L ,��=. . , " �• �p .- 50_ BUFFE_._ HOUSE 1:4 x 99 :' a:,ANY CONDITIONS ENCQuNIERED DURI coKSTRucnoN oIFFERIwG �--- 9. 19.26 i' . /: Porc61 S oa.I' HEREON SHALL BE REPORTED TO THE DESIGN t! _ Scr. 9,94; EI{GiNEE OS OR CONSTRucnoN CONTINUES:. Pch _ .• !' 16.500t S. �o . PO. ,•' ?,.. I 5:A!1 ELEVATIONS:BASED ON-.AN ASSUMED DATUM.: 2.. .. 1g.92_/ x tV / p L, 6aTHE OEStCN ENGINEER IS NOT RESPONSIBLE FOR THE:FAILURE OF W 19.SD Map �OG�: a` THE:CONTRACTOR OR,OWNER:TO NOTIFY THE LOCAL BOARD OF t. n ;. ' . . . . X.'''. ':.. /' ti0'. ./ HEALTH.FORPROPER"WSPECTIOf4S,DURING:CONSTRUCTION. Shed" _., ._ 18.85 /'��` �.,: Q. - 19,36 �` .r. .._,• r r:* . ,.,. :r�,. 1"C@� 106 7..WAxm SUPPLY PR(*bED`BY.TOWN'WATQt SERV E;.' a. PO ®../ 19. - lopPROPOSED SAS:B:.THERE. P m . ,:. .. 8 :::•. - „. FOR':coNSTRucnoN.SHALL BE RESTORED AS ?' - ! ^�:J' •,�• .9.,:•ALL AREAS CLEARED. Qr -� �► l _ O ACREED UPON BY OWNER'AID<OONTRACTOR,;;OR.AS OTh{ERW►SE;. DIRECTED BY THE'APPROVING AUTHORITIES. f .:-. . ,..,,. .:.. P, ,,,.., •:• f. _' .,. :..... ,' '' f O:.iT.stwii'BE T1iE:RESPOt$dBItJTY Of T}tE.CONTRACTOR.TO vERtcir THE Cy 20;65 "'�;,•: ... ..;.� ti i t. t:., 2.,' v. `� THE LOCATION:OF ALL UNDERGROUND tlT11711ES-PRIOR'TO BEGIN NING .18 79. I } ,... CONSTRUCTION. � ,. 1873 X. 19.3 g : .... a; .•: _18. _si wi+iztE iauuiED; coNTwu.-raR sHasL REMOVE All uNsurrAetE,sous o '!_ .`•' '., _ :. 0 . .. l , 18,76. WE EA 0/V-106` . � .' iti THE::AREA:BENEATH AND ON ALL,SiD£5.OF THE $A5. AND REPLACE ftI/8, /.. ,,� -.,;.•:•' 17 �j ' wnTi CtFJW SAND AS'SPECIFIED INS 310 CMR O f,'.. /� �� ..�. ' t v a• •• x. U.P :. / '� ' 13' AREAS:REOtilRiNG 5TRIPOUT OF UNSUITABLE MIATERIALS.:SMALL BE_ '18.91 18.7:8 / Get: v/ IFjSR CTED BY HEALTH �PAitrMENr;pwoR To.B!uCtcFiu: WOy WET V-102'.` 1 �� ernt`ER =R >a - r• 19.68 ,.. OC :,r••.., r _ Ad to aarioro..j' • t::. WET/V.-143 .- ti icy pQ` _ c :_Susar►:Simon-Power ot''Attorney'_ Ls>. i : -- AY arttord Avenue,, r t -. : :. -- 8 w :Q,.:r 1. r:. /.- a. <,. 18,63 MA;oisaa 1� 19.74' .2 p �? o �. ns 90 M OF . W ET/V 1 PROPOSED SEtPs U S STEM UPGRADE PLAN _p'' ,,.:k•-.. ,,. � _ 5_ 1. .4 8 Esl W E:T L AN D`/V' 7 Q�, PIA x ;WT/V 10.4' ��� 'cs Q - w 18 BRlARCLIFF LANE-. CENTERVlL.LE MA 4_ --' PM o PETER T.. 0 Environmentot:IL ,Consulting '�� McENTEE; �; o Prepared for: Susan SiTtton, 60. Hartford Ave Marstons: Mills, MA 02648 LEE )S ox 955 . ich, MA 02563 EC .:STEPHEN=TRS, cS SCAB - 855 E REALTY,TRUST o �359.09 y ` x Engineering by: 88a 5 0 2014 - CHITECTS PAREL :;Zoe-so7: j i" 2d' M 214 09 t�aNDiv-doe: E�gineenng Works;.: nc „ _ 12 Wst:`Cradsiteid Road: Fotetstdale,,.1�tA 0284d DATE _ CHECKFA SHEET unity. Poneit ND., 250012.0005, Q �C. 19;3C: _ 12/31/09. PT.M. 1.. °of" 3 V NGI N EC RING evtsed• :otJGUST ::1,9, T9..85.: , l :rt (508} 4T7 5313 ,.�•, WET/U 105;•;. (�-f"�.,, , .. kl t e _ _ ♦ ;;' ti. 109ft N� J _ ————— .� p�. HOUSE ----- ---- '�oodu ounn�`: � . � N kkl rvreo duas ------ LOCUS MAP - 54.7ft Vr PLAN- REF F' 208-101-& 154-117 DEED REF 10985—051 2 : ASSESSOR'! MAP. 208-106 ;LOT B ZONING.,'. "RC"Q 'SETBACKS: 20'-10'10' f "cs ASSESSORS FLOOD ZONE: "C», F L4+ , 208—_106 PANEL NUMBER: 250001 0005 C 16191 .7 SQ: FT. DATED 08-19-1985 ' j 0.4 ACRES LOT a PLOT tPLAN OF LAND LOCATED AT 5103��2 sHE� �� 18 BRIARCLIFF ,LANE CENTEflk7LLE, MA. ul PREPARED FOR.- ®m4a� ADELE R EARRARO Or AIAS.s� aa� AUGUST UST 28 2008 ® p`• CMG.., ~�Fv` vs ® , � STEPHEJ. N . r ! o DOYL- N REV,.- �'e � J � �► REV.' ( • A ill � ®k'�. SURD REV YANKE E LAND 'SURVEY CO. INC. GRAPHIC SCALE . IN 30 0 15 30 60 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 TM, 508-428-0055 FAX -508-420-5553 f 1. inch = 30 ft. j SHEET 1 OF 1 JOB 12345 SDS L - EST. 41 4 10.9ft N ------ -_-- 23.Oft_ _ _ N� , f j _HOUSE __====____= LOCUS MAP 54.7ft - PLAN REF.- 208-101 & 154-117 t DEED REF 10985-051 2 ASSESSOR'S MAP- 208-106 ZONING: 11RC» Q LOT B SETBACKS' 20,10,-10, ASSESSORS FLOOD ZONE.• "C" `sue 208-106 PANEL NUMBER: 250001 0005 C � 16191 .7 SQ. FT. DATED. 08-19-1985 .. 0:4 ACRES.. . - LOT A o� PL O T PLAN OF LAND LOCATED AT - 0 3�' sH Eo �� 18 BRIARCLIFF LANE s CENTER VILLE, MA. yr PREPARED FOR. . ADELE R EARRARO �h`m A UG UST 28,< 2008 STEPH-, w c0LIE. 0. REV �• -_- , ® REV REV.- \��� —�8.-og YANKEE LAND SURVEY �L CO., INC. GRAPHIC SCALE 30 0 15 30 60 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 - - 9 1.inch = 30 ft. SHEET 1 OF .1 JOB #• 12345 SDS z /- ry go -/-/ W >0000 cis S 6/- -rO� \ W Wrt� PROPERY LINE /-.0000- -/-/- 0.-OA h� - PROPOSE4yPG�JgETTs -/./ �° -- DECK ; �y EX. RESIDENCEXI 00 TWO STORY O \ �Z "Owwoo ee° SEPTIC 7;) TANK/PUMP \ \ LOCATION \ -off , �• �� � � \ �tpo W M oq \ \ <C o Ln U) W — `� ORO ) v —" � E z LMJ \ .J F V LOT B Q co \ ` x N ap Cl U • ASSESORS \ s-� \\\ 208-106 z Vo ; 05 m L l0 °PP 16191 .7 SQ. FT. O LOT A , 0.4 ACRES c� m a ci �g 10 -i - - ` tw3 \ z 0 \ o W ?jo ` N O c Z Q f� \ 2 O w w J � U Wz O IW— NORTH GRAPHIC SCALE o o U) 15 0 7.5 15 30 w 0 w w x cwo 1 INCH = 15 FT Aml ■ 1 of 3 NOT FOR C OO NSTRUMOM 0 z FLOATING DECK, INFILL & MAKE OFFSET W SECURE THE DECK v W EXISTING ACCESS TO FRAMING 2 CR REQUIRED EFOR EXTERIOR/ / INSTALLATION OF RESIDENCE D O CE NEW DECK EN ^v Z PROPERY LINE ���ti PROPERY LINE (2) ROWS OF 1X6 EXTERIOR gyp, gyp, J® GRADE DECKING AT EXPLOSED �y�`p,, 3' Gkr'- ----EX --- �y�`p,, 3' Oki'-'- -- rtX. --- a PERIMETER, MITER CORNERS O SOLAR O SOLAR AS SHOWN. ACTUAL PRODUCT `�F`� „EQPM. `rF�j „EQPM. ��SETTs d� 2 -- --- 2 - & FINISH SHALL BE APPROVED Oy �9 BY ARCHITECT & OWNER. �'/rJ OI I V � :g/ w�� �� y J�co A fn 2 w[ REF. - °��z° �" y — — -- — — — — — - — -- / — ��NOWW00 q i II /AM- SSU(2) PE W TRE)TED 2X8'S i FASTENED TOGETHER, Q t - STAGGV FASTENERS X j ou `O REQUIRED AT W AXIMUM 16" O.C. U.� o '^ c L _LLI -a< E� LL O + �^\' O J ti r Z W �.. CD - ----- ----- - - - --- - - -- - -- -- - - - M cn / --- ---- --- 2X8 RIM JOIST & " O.C. (TYP.) L "'12 / DECORATIVE 1X10 TRIM. a � o COORDINATE FINISH a _ SELECTION WITH ARCHITECT & OWNER 00 m i i I I F & m m C -- ...------ N ` co N EX. SOLAR _ I I EX. SOLAR U PANEL I �j ( I I PANEL (� CONTROLS 'yil, / 25 I I CONTROLS w m Si TO REMAIN S� TO REMAIN o O d O O' - - - -- -- ...— �9�p`0., y,Q O, I ---------- / 7'-0„ i 1 7'-0„ � 31_.g„- ---------/ cfJ / I' 7'-0„ 7,-0>, I 3,�., - / �-6VI' REQUIRED 10'-0" ,/ �-6kz" , 8'-3" SIDEYARD SETBACK 8 -3, m ZONING DISTRICT Z Y "RC' I 2X8 PRESSURE TREATED o JOIST FRAMING, SPACED 8" POURED IN PLACE � o SONA TUBE FOOTING EVENLY ® 12' O.C. (TYP.) N WITH SIMPS❑N POST FASTEN FRAMING TO z ANCHORS. F❑❑TING BUILT-UP 2X BEAMS En POURED MIN. 4'-0' USING APPROVED o Q BELOW GRADE WITH A SIMPSON JOIST HANGERS. o ul MAXIMUM F❑❑TING EX. CONC. BLOCK LOW o EXPOSURE OF RETAINING WALL SHALL BE 3',(TYP.) REFER TO CUT BACK AS REQUIRED DETAIL. FOR INSTALLATION OF NEW DECK & FRAMING Ur EX. CONC. BLOCK CU z LOW RETAINING WALL WQ z U) 0,5J z_ o v, 0 ~ Z a C) U LL LL W F- W W Al2 7� Inn I 2 of 3 /A-1 .2 PROPOSED DECK FINISH PLAN 1 /4 = 1 —0 2/A-1 .2 PROPOSED DECK FRAMING PLAN _ 1/4 = 1 —092 �o�r�orr colmn'rinuc'ruam z I"'W V�y WZ N O r1= WVZ DN DN DN W W a 2ND FLR y SETTS o - �9y/OZ Q O g��<� n 2 Z Oa0ci LL In, ��0�'WOD ePo ul D. c o ti W .` < TE 0 IST RJR, - i T 0) c � s —wry - - m OU. ( \ Q J I I I I W REGRADE EARTH I I i g" POURED IN PLACE SONA TUBE AROUND NEW DECK I I I I I FOOTING WITH SIMPSON POST J v I I I I I I L) L . M AS REQUIRED TO I I I i l ANCHORS. FOOTING POURED MIN. 4'-0" W Q LL 00 ENSURE A MAXIMUM I I I BELOW GRADE WITH A MAXIMUM C,4 o STEP TO GRADE OF I I I I I I I I FOOTING EXPOSURE OF 3"_(TYP.) a `o 1-1/2„ a L J L J L J REFER TO DETAIL. PROPOSED ELEVATION SG/ C - mJ � A` U 1.L. `m U 'C � 2X8 PRESSURE TREATED JOIST FRAMING, m c SPACED EVENLY 2 12' O.C. (TYP.) FASTEN (� FRAMING TO BUILT-UP 2X BEAMS USING APPROVED SIMPSON JOIST HANGERS. , u U B'EAM Lu - (2) PRESSURE TREATED 2X8'S 0 FASTENED TOGETHER, STAGGER a FASTENERS AS REQUIRED AT MAXIMUM 16' D.C. I J � I IX(p EXTERIOR GRADE ENSURE DECORATIVE TRIM 4 DECKING AS SHOWN. -7 DECKING ALIGN AT EDGE AS SHOWN ACTUAL PRODUCT 4 - -- - FINISH SHALL BE T y APPROVED BY s• m fD ARCHITECT 4 OWNER Y CCV r - L) 2X8 RIM J015T 4 DECORATIVE ti Lu IXIO TRIM.COORDINATE FINISH p 0 SELECTION WITH ARCHITECT 4 OWNER N Z BACKFILL GRADING AROUND DECK TO MAINTAIN 7-112' SINGLE STEP z c'i XISTING FLOOR ASSEMBLY O TO GRADE, TYP, AT ALL SIDES f w MAXIMUM FOOTING -- - --- - _— •' ••.•�. w Q L)EXPOSURE OF 3'.(TYPJ 8"POURED M PLACE BONA TUBE FOOTING W 7 WITH SIMPSON POST ANCHORS. FOOTING _ _ ° "�' `' - LO POURED MIN. 4'-0' BELOW GRADE. - - ENLARGE FOOTING AT BASE FOR _ I I _ •. '• O _ LARGER BEARING AREA -I �• �° - °. - - - i z Q •• XISTING FOUNDATION 0 O <• :•'t .. I. - _ •..•,.. •. :_ f.: ::.'S: �. WALL & FOOTING Lij 14 U) EX. CONC. BLOCK RETAINING WALL SHALL BE CUT BACK AS REQUIRED FOR PROPOSED DECK DETAIL INSTALLATION OF NEW DECK & FRAMING Arl • 3 3/4 = 1'-0" 3of3 PROPOSED CONDITIONS- Imco)'rhoof� 1/A-1.3 j PROPOSED ELEVATION 8 DECK DETAIL Co��� U TuoN