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0070 TOBEY WAY
_ - ir o � � c � � r�z _ Town of Barnstable Building Post This Card So That it is Visible From the Street Approved-Plans Must be Retained on Job and this Card Must be Kept atria Posted Until Final1rispection Has Been Made: Permit Where a Certificate,of Occupancy is Required,such Building shall Not be.Occupted;until aFinal Inspection has been made Permit No. B-19-1133 Applicant Name: Jonathan Whipple Approvals Date Issued: 04/08/2019 Current Use: Structure Permit Type: Building-Insulation- Residential Expiration Date: 10/08/2019 Foundation: Location: 70 TOBEY WAY, HYANNIS Lot p/ ot: 6-082-001 _ Zoning District: RB Sheathing: Ma 24 Owner on Record: EROS, LARRY P&JUDITH A Contractor Name.—,JONATHAN N WHIPPLE Framing: 1 Address: 70 TOBEY WAY Contractor License CS-078683 2 HYANNIS, MA 02601 ._. "" Est. Project Cost: $7,011.00 Chimney: Description: Insulate attic flat t. Permit Fee: $85,76 Insulation: Project Review Req: Fee Paid:.' 85.76 Date, 4/8/2019 Final: Plumbing/Gas i t� Rough Plumbing: ` Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within months after"issuance. All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and str,`uctupn shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for.public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site � Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT u p p Y �av S� TOWN'OF BARNSTABLE BUILDING PERMIT APPLICATION Map I Parcel � V G DSP7. Application # Health Division NOV 1 2016 Date Issued Conservation Division TO V I WN OFggRNS Application Fee Planning Dept. LE Permit Fee �V Date Definitive Plan Approved by Planning Board - ( D+a I = Historic - OKH _ Preservation/Hyannis CProject Streett_IAddress '10 TyE Lq W&V ,:;Village . Owner`I tir�U aid J ��.j+4 2OS Address .` ?o_ �613�� facZc/ . `�l2,a17,17iS Te ephone-~----Q-��. `1 - 8-8 ( -4 Per emiquest••---L7 �QiYl r SYk o-Cr ac-PUr4 &4:2twla a- 4- 0-0-cf U , ,, ,- r'"' CCe(ti�e>c, C/LU t-146 LO-4 9-00W 0 J Igo 5�av e) Square feet: a1441eer: existing '_a�proposed (,5 d floor: existing-proposed new Zoning District h Flood Plain h l Groundwater Overlay 7 Project Valuation_`HJ ,j 00 Construction Type Lot Size 0 o2 aC Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family J;' Two Family ❑ Multi-Family (# units) Age of Existing Structure 9, yrs Historic House: ❑Yes U No On Old King's Highway: ❑Yes ❑ No Basement Type: A Pull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 3000 Number of Baths: Full: existing_ new I Half: existing I new C9 Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): existing _1 new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: OYes ❑ No Fireplaces: Existing I J4SNew 0 Existing wood/coal stove: ❑Yes QMo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:Xexisting ❑ new size —Shed:Wexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION t (BUILDER OR HOMEOWNER) Name 'Address GID W&V"e License# y all niS / 4YI4- A24e0 Home Improvement Contractor# rI-v Email" ) e h e (5 Aft . eyo!'n Worker's Compensation # ALL CONSTRUCTION DEBRIS/RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ile-& 36 U14r cJ (� (,g,5 k S'e-4 ZC J,6,4, 1ptg 'SIGNATURE r'"" DATE .....� �. _ - . FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: II` FOUNDATION FRAME ® 3)I d -2 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. 6 pertment tf sft-dAccid-mb.- 600 Wadziug�&reet Boston,MA 02HI : ", �rv�rrt�g�dra Warke& CompensafianIusurzace davit;BafldeFs/Canh7ctarsMecfticLmstphimbers APPHcaa#Tmfgrmafqn 11 ,, Please Pry f e y Ma / Are you au employer?theckthe appropriate bow Tyke of project(req�ed}: I_❑ I ant a employer with 4 M am a general confmcbsr and I 6- ❑New ooms on employes(fall amMor pa"me).* have hiredfihe� I❑ I am a sole propsietm orpart=- fisted calthe attched sheep deung abip and have no empl �ese sib-co ractos f e D g. ❑Demvldzna wad-ing farrae k aqy cap=!! ? aadhave xvork�rs' 9- ❑B.uffiag addif= jNO 'cDmtP.iasM= e, cobap_M, I 5_ ❑ We are a cmpomfi=and ifs 10-❑Etedacal repairs or addiEons officers have ewxcsed fln 3_❑I am brameo doing all wow 11-0 Plumbingrepairs or ad ams myself n[Nova s - .❑Rofrepais required-]i c.152, §1(4),andwe�hweno ., employees-[No WOADe s' L3_ er rli3�k 444iOA comp-.insurance required.� rriCn�' #AzT spg&a gat c�ieds bmc ffl nest also SIIa�the sectioabciaar veiag dLe¢wao3ces'maap�•@fi�,••poycgi � 2Eameuwnm vdw sates dais sf5daeu im 8�ep aze ink elf�sa�c s�dH�l�xe aatsideca smnst snhmit a netva�dsett iadiffii�sacIi =Go=w:Wmff=dhedci3ds bmc mast adte�m[sdditiffia1 shQet sbnuzagtheaa@eoEthe sob-ca�tsct�st®d state�Ldh�aravtf6ase eshzv� emPb3mm if the a&-��bwemvkyws,BLey pmu'i&&& 'tamp.pWicgamnbez lam SeIaev is gieparicy and jQ7a sits is�ormatinu ., ELwmnce,CompanyName: P ficy,4 or Self-ice Iic. F�pi�io'a I}afe: Job Site Address CitglStatelp . A ach a copy of the warkere coampensationpoHey declaration gage(showing the poRcp der and ezph atioa date). Fare to seem-e coverage as regmrredunder Section 25A of MM c.15�7 can lead to tfre imposition of curial penalties of a . fine up to$1,54a OU andfor ame-pewimpiris=meut„as w6U as civil penalties ja$he foaa of a STOP WORK€1RDERsnd a ffm of up to S250M a dap a fhe violafur_ Be advised drat a copy-of this s(al=ent maybe far warded to the Offim of firvesttafions ofthe DIA far iasumca coverage v on- I da herahy ce O ate•tke EF=' and pwahias�F fkatfJie iiforfira€im p.rn�`i&f abmv is bars and correct DDee- Phone ?.3 v arafg �Do,tor is�xe� be camgier�bg caip r�rta�va arciat j or Tbu= F CL i Mftff!-nse Issmng A ffi ardy(curde once): L Board of Hcd h 1.BuTding Department 3.Brows.Clerk d.EUectricat hmpectar 5-Phm bing bnpecftr c.other Ccsnfact Person: Phon k 6 Taformation and Instructions ' i 7�Fa MCkMetfs G=t a laws rya M reclanes an emplo'=to XVT1&WDE 00���for deg eoipIayee�s- P��(hiss ,as�loyre is defined as.�.�rp p¢soa in�e srdvica of a�othra under aa9��of�s .. expr=or finpliod,oni car wrdfrn.." associ ficn.eazporaffm or other Iegal e�y,or=7 two or mare ' An�Foy�is defined as�individaaJ,pattncrship, . off furegoiug ed in aJo��P�a aadinelndtog the legal Felae se�iives of EL du essed empIayer,or$ie or fraste�of an individn p ip,association cr oti=Iegal may,M]plg CMp10Y=S- Rowevear the owner of a.dweIrmg house havingnot more�three apadmeads and who resides ffie fhe occo of the - dweMag house of soother who employs Pexsans to do m c skuc ion or repair work.on=h dweIIing house or on.the grounds or b l mg g9=tmmtt=r-fO sbaU of becense of suck cmplaymmt be deemed to be as emPloyCe MGL chapir � ssance or I idth i ,§ � renewal of a Fcease or permit to operme a business or to construct bwldiags i m the coin Dmvealffi for any applicantwho h s notprodaced acceptable evidence of cdraplianm wig fb:e hmmrantacovemgermgnhr rl-" Adri�anaTTy,M(H_chapter 152,§25CM sister=Ncjhsr i3ie cm=quwcalft nor igy ofits poIitir 1 sobEvisims shall enter m to any contract fnr the perffizmaam ofpublio work uarff'acm ptable o i.de nm of camplfimm whh the insurancd._ re:gaz= of this Ch �have beta presenfed to the corliracting anfhodfy. AppIicaats ' if Please flI out fhe VMI�'compeasatian affidavit completely,by g boxers that apply too younr sttaairan , nec(ssmy,supplys)�e(s). (es)andphoneza�ber(s) along witiithes cerCifrc�(s)of ice. LiiIIj` LiabiilityyCompanies(LLc)orD�dLiabilityP�ships.�IP)wino Ploy=ofiirfhan the asul-Em2elbb C- or p am not regmaed to�Y warkexs' compeusaiia m insotance. If an LLC or LLP does have . Be advisedthatthis afficlayitmaybe snlanifled fa the Depaitmeat of Indzzstrial employees,apoliey is r Aecidents fpr c ononfirmati ofisn�n coverage. Also be sure to siga and dafmifhe affidavit The affidavitshould be ret mned to the ciiyy or townthst f c;applicaiioa for the Permit or license is being rrgIIes(nd,not the Departmmf of ; k62sftial cdd=:L- Shouldyon have any questions regardmg the Jaw or ifyou m-m required to obtain a workers m=Pems fiio poicy,please,caaemDepar6ae tatti=numbezlisiedbelow sczf-iosa-cd="Panics-should cotcrtheir self-fiLmnm d Jiccense nmbcr on the Eppmpnefm line. City or Town.Officials t Please be scare fhat!ho affidavit is Clete:andprinh�dIegfly- The Departmenthas provided a space atli=bottom Of flie affidavit for youto fal,out in the evert the Office oflayesdgaf ins has to=Aartyot<regardmgthe applicant- Please be sure fa fII in the p /Iiceose whinb wzM be used as a reference number. In-addition,an applicant $at must submit multipIe pe�cease Epphtzfi=m any givm year,need only submit one affidavit indicating(swat or policy fnrm�on.(if nccessary)and un�dta-Job S�.4 ddrrsc"the epphcar t should v�"au locations m (-Y in . town):'A copy ofthe-affidavit that has been officially stamped or markedbythe ccity or f�owamay bepmvided to the applicant as proof that a valid affidavit is on Elm for film perm_or licenses A new affidavit mist be f cd ov±ca ch year.Where a home owner or chizen is obfair m se a licen or permit not . any business or (ie.a dog liceuse orpennit to bum leaves c�-_)said person.is NOT rued to campleto this affidavit The Of am o€InvesdgH ions woutdhImtn thankyouiaadvm=faryour coopmz on.and shovldyouhave any qurs�ons, please do not hesib�to give us a caM The Deparim rgt's ad&-m—.,telrphone and fax M=ber_ _ - . Depadmemt ofYdmgddAmident- . Bastm�MA 02111 -TeL.4 617-' -4 md4€k6 or 1-Z77-MA3SAFR Fag 617 727 7M Rovised 4-24-07 A WC Guide to Wood Construction in High Wind Ar'eas:110 mph,Wind Zone Massachusetts Checklist for Complianke(780 CMR 5301.2.1.1) Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)............................................................................................................... 110 mph WindExposure Category................................................................................................................. B 1.2 APPLICABILITY Number of Stories .............................................................(Fig 2)............................ stories -,;2 stories RoofPitch .........................................................................(Fig 2)..........................................._ 5 12:12 Mean Roof Height .............................................................(Fig 2).............. ft 533' BuildingWidth,W..............................................................(Fig 3)..............................................—ft :5 80, BuildingLength,L ..............................................................(Fig 3)................................................ ft g 80, Building Aspect Ratio(LNV) ...........p..................................(Fig 4)................................................._:5 3:1 Nominal Height of Tallest Openlng2 .................................(Fig 4)................................................_:5 6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ..............................I............................... 2.2 ANCHORAGE TO FOUNDATION" 5/8'Anchor Bolts.imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing-general..........................................(Table 4).............................................- in. Bolt Spacing from endrjoint of plate ...........................(Fig 5).................................... ln.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5)............................I...................—I in.a T" Bolt Embedment-masonry..........................................(Fig 5)............................................ in,--,15* PlateWasher...............................................................(Fig 5)...............................................2 3,x 3"x 1/4' 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... i..... ..Maximum Floor Opening Dimension..................................(Fig 6).............................—Its 1 or U2 or W/2 Full Height Wall Studs.at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall:................(Fig 7)......... 5d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft :5d FloorBracing at Endwalls...................................................(Fig 9)..................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening............................ ____....................(Table 2).. d nails at in edge in field 4.1 WALLS Wall Height Loadbearing walls..........................................................(Fig 10 and Table 5) ........ :5 ft 10, Non-Loadbearing walls...............................................(Fig 10 and Table 5) ............... ft :5 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)..................._in.:5 24 o.c. Wall story Offsets .........................................................I(Figs 7&8)............................................._ft :5d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearibg walls........................................................(Table 5)...................I...........2x---ft—in. Non-Loadbearing walls................................................(Table 5)..............................2x - ftln.. Gable End Wall Bracing' — — — Full Height Endwall Studs............................................(Fig 10)..............;.................................... WSP Attic Floor Length....................:............................(Fig 11).................I............................ Gypsum Ceiling Length ff WSP not used)...................(Fig 11)............................................ ft Z 0,9W 2 x 4 Continuous Lateral Brace @ 6 it o.c-..(Fig 11)........................................................... Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).............. Splice Connection(no.of 16d common nails)..............(Table 6)........................................................ AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist'for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnalled 16d common nails)..._.........(Table 7)....................................................... Non-Loadbearing Wall Connections — Lateral(no.of endnaled 16d common nails)..............(Table 8)...................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ....................................................:...(fable 9)................................_ft_in.511' _ Sill Plate Spans ._............»..........:........... ......»......(I-able 9).............................. _ft_in.511' _ Full Height Studs (no.of studs)...... ..................»».»..(Table 9)..........::......................... _ Non-Load Bearing Wall Openings(r�ord largest opening but check al openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)................................._ft,_In.51Z _ SillPlate Spans............................... ...............(Table 9)..._... ........................ ..._ft_in.5.12" ............. _ Full Height Studs(no.of studs).................................:..(fable 9)..................................................».... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Open1ng2 ................................................................................_5 61ir Sheathing Type.............................................(note 4)................................ ........ .... ........... Edge Nall Spacing.....................................». (fable 10 or note 4 if less)..........._.........._. in. Field Nall Spacing..........................................(Table 10)..................................... ......... in. _ Shear Connection(no.,of 16d common nails)(Table 10).....»................................................. _ Percent Full-Height Sheathing...........:...........(Table 10).......:............................................ I % _ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).............. ... Maximum Building Dimension,L — Nominal Height of Tallest Opening2................................................................ 5 6'8° Sheathing Type.................. .(note 4)........................................ _ — Edge Nall Spacing........................................(Table 11 or note 4 If less)........................ in. _ Field 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 with Opening>6'8'(Design Concepts)..................... Wall Cladding — Ratedfor Wind Speed?.............................................................. I.................................................. ......:.... 5.1 ROOFS Roof framing member spans checked7......................(For Rafters use AWC Span Tool,see BBRS Webs ) _ Roof Overhang .................................................. (Figure 19)........... _It 5 smaller of 2'or L13 Truss or Rafter.Connections at Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 12)................. .U= plf Lateral.......................:...................(Table 12)..................................I..........L= plf - - Shear..............................................(Table 12)............................................S= ff able Ridge Strap Connections,If collar ties not used per page 21..... — Gabl�e.Rake Outlooker.........................................(Figure 2(T 13 .......... p). .......... o plf — 0) ft s smaller off 2'or t12 • Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............ Ib. Lateral(no.of 16d common nails)...(Table 14)...............................+...:..L= lb. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............_...... RoofSheathing Thick iess..:.............................»....................._......:..........._. ..........._in.a 7/16'WSP — Roof Sheathing Fastening...........................................(Table 2)............................»... ........._. — Notes: _.... — — 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist Is met In its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figbre 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a. 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2.in.nominal thickness.pressure treated#2-grade. -VK rc AWC Guide fv Fi{bad Corrmf-ac iorr irr J{i Fr Wz-adAreua•_110 rater f:F-mdZarxe • Massachusetts Checker for �omp�iance(76f1 c���s�oi�s)t 4. a: From Tables 113 and 11 and locafion afwafl shk(Hng and gr o7dmg AspectR Ao,.determfie Perto?trf Put!-Helghf _ Sheaf Ling and M Sparing requuerrrenfs - b. Wood Structural Panels sW be mirimnr n thickness of 7116'and be iasb&d as fallow,— - - L Panels shall be installed W5 s[rangib�a parallel to e4rtrir - L 9 horb=fal joins shall occur over and be narked to frarnmg. uL On-single stofy cansirucfion,panels shall be atlached to boftnm pis and top.lnetnber of ire double -. --- — P -- ---- - - ----------__---- --. —Dn to-lbe top meinbernMe.upper double top-- ---- ptab�and to bad joist at bottom of panel-Upper aftadunenf of lower panel strap be made to band joist and loiffer aftachmetrf:made to lowed plate at fast Oorf ruing. v_ Horiznrrfal trail sparing at nimble fop plaice, Land joists,and girders shalt-be a double row of ad - staggered at 3 inches on canter p6r figures below:Vefim$ and Hcdmr d hlaTrng far Panel Affar-hment 5. Gfaang ptvfecfiort a}rev house orhori�rrfal addfion—mguired if ptoject�i rrrrle ar[3oser�share(generally,souftr of Rfe.ZB or north of Me 6) b)vertical addition—not reguired tmless there Is exf:e rsive rnrimr ion in 1ha fast-floar c)repbrerner6YHdows—needs energy c:onselvafion carnpbhc;only(chap 93) S.Wood Frame Construction hfianualC for 110 MPH,] pQsure$maybe obfainedfrom the American Wood Council muss=sa ur�rs i( it + �• 3e i tt LL , f +f , +i IL Ir 1 m R !l • e • �[ ti L i d f i' if R{ XL IiF {L `i i ff� �SFElimt�LLTa= _ iL LE 4 t L t - u u pt t L - 3tSt i l7 11 je, - - _ STAB 3`FdP� ykE�SP �i ��PPQ'rB3hi , � pl-t�R - J- x_ESPACM bEML ` See Dala Pn MWt Page V=Bcal and HDt mn{a{f�WTM.9 1�I ' • for Panel Afiaclunent ` Vefieal Hors rrfal Naifmg . ine Panel Afl$c�rrneit _ - Town of Barnstable Regulatory Services _ dF Richard V.Scali, Director Building Division Paul Roma,Building.Commissioner 6s� `�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 509-862-4038 Fax: 509-790-6230 HOMEOWNER LICENSE ERENIMON " 'I�`_ , /(� Please Print JOB LOCATION: Qi7j?/� , �oZ d number sfiloet village "HOIvIFOWA E�SVA 1�Gl� �/ZaS <�- /-7�a 7 name home phone# work phone# CURRENT MAILINGADDRESS: �lnhiS h7 Al a cityhown state zap code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building.permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and- requirements. - T �S' ataue of Homeowner � Approval of Building Official t Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the" State Building Code Section 127.0 Construction Control. _. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall.be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming,the_responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Town of Barnstable $ Regulatory Services MAM Richard V.Scali,Director. ► Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder . I, y �("'/ CC S ,as Owner of the subject property hereby authorize to act on my bebop in all matters relative to work authorized by this building permit application for: 70' Tda!n wa -,s (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 1 ignature of Owner Signature of Applicant r� Print Name Print Name �0 Date Q:FORMS:OWNERPERMISSIONPOOLS U117 may o`er` y 4 Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement C6 1actor Registration Registration: 100221 Type: Individual _a W Expiration: 6/12/2018 Trd 419291 BARRY E. HALL Barry Hall 8 Mayflower-Knoll E Sandwich, MA 02537 a� Update Address and return card.Mark reason for change. acA 1 0 2010-05,t El Address Renewal E] Employment Lost Card �e�(ia��c�iza-�rtaeczll/a�C3/11u66�a/useCta Office of Consumer Affairs&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. U found return to: Registration 00221 Type. Office of Consumer Affairs and Business Regulation s 1 Expiration:- 18 In9dividual 10 Park Plaza-Suite 5170 i:-A Boston,MA 02116 ` L�� BARRY E.HALL !` it t , 5,c I Barry Hall 8 Mayflower Knoll E Sandwich,MA 02537 Undersecretary N li without s' ature Massachusetts Department of Public Safety Board of Building Regulations and Standard i License: CS-006501 Construction Supervisor r BARRY E.HALL 8 MAYFLOWER KNOLL �. r EAST SANDWICH MA 02537 �t.An Expiration Commissioner 02/16/2018 - WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE A.I.M. Mutual insurance Company 54 Third Avenue, Burlington,Massachusetts 01803-0970 (800)876-2765 NCCI NO 26158 POLICY NO. I VWG100-6017430-2016A PRIOR NO. I VWC-100-6017430-2015A ITEM 1. The Insured: Barry E Hall DBA: Hall Custom Builders Mailing address: 8 Mayflower Knoll FEIN•"-18935 East Sandwich,MA 02537 ' Legal Entity Type: Sole Proprietor '€3ttiet workplaces not shown above: 2. The policy period Is from 04/13/2016 to 04/13t2017 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed'here: MA B. Employers'Lability Insurance:Part Two of the policy applies to work in each state listed in item 3A. The limits of liability under Part Two are: Godly Injury by Accident $ 1,000,000 each accident Bodily Injury by Disease $ 1,000,000 policy limit Bodily Injury by Disease $ 1,(N)0,000 each employee C. Other States insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy Includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating Plans. All information required below is subject to verification and change by audit. U-assfir ations Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTEA 0166950 INTER SEE CLASS CODE SCHEDU Iraimum Premium $575 Total Estimated Annual Premium $575 GOV GOV Deposit Premium $575 TATEICLASS PAA 1 5348 State Assessments/Surcharges $.00 x 5.7500% $ policy,including all endorsements,is hereby countersigned by 04/05/2016 Authorized Signature Date ce Office: HUB International New England LLC .Third Avenue P O Box 9146 BIington MA 01803 Norwell,MA 02061-9146 00 00 01 A(7-11) copyrighted material of the National Council on Compensation ftmaa=4 its permission. 1 ?Ire Commonwealth of- assachusetts Depcaram um o•f&dushzal Accrderds - - Dice o,f r1£mwtigatiorrs r. $ 600 Washington;�eet x Boston,MA 02111 tN+rvtr�rltasssigrn��din N%TGr•kers' Campensafion Insurance Affidavit-Builder-JCuntractarslEIect clans/Plumbers ApplicantInfwmatian —� Please print�ibly C� Natne(Bnsmess�Drgani�tionRndividnal} i (4,i,l Address: '7d 70 W 97V 60a city/S.t"&Zig lr���'1�5 �1'1 d� O-Zeo( Ph,, � ������Va, Are you an employer?Citeckthe appropriate bat: ' Type of project(requiredy I_❑ I am a employer with - 4. t a general contractor and I 6 �Mew constructionemployees(fullanrVor part-time).* hired.the Sub-contractors 2.El am a sole proprietor orpariner- listed anthe attached sheet. 7_ ❑Remodeling ship and have no employees. These sub-contractors have g_-❑Demolition WOA-ing foimein any capacity employees and hare woricers' [No orkm' camp.insurance comp_insurance_ 9. ❑Building addition rewired-] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am.a homeowner doing all work officers have exercised their ME]Plumbing repairs or additions myself [No workers'comF- right of exemption per MGL 12. c. , ❑Roof ime4iramre required-]1 152 �14{ �and we have no employees.[No workers' 1.�.❑other conxp_insurance required-) *Any WHc=t dwt chec7csbox Fl must also fill catthe sectionbelowshming flue¢voiken*ca®pensatiaapeaT informaion- H mtmeoau.who submit ibis a±Edat u indicating&ey aue doing all wo&su-c dum bime outside contactors nmst submit anew affida-eit indicating suds Ic'outractors that check this boat must attached aa.additional sheet showbg the name of the sub-com&wto-rs and state whether.or not those entities have employees.Iftbe suhtontnutorslave empiayees,tbeynnutpntuide their workers'tamp.policy number. lain an einplo}wr thatis pratzdigg workers'camp m- saffan insurance for arty omployees Betosv is chop H.. and job site . informadom Insurance Company Name: Policy,4 or Self-ins.Lic.-*4-' Expirat on Date: Job Site Address: City/State zip: Attach a copy of the corkers'compensationpolicy 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$1,50a OD anilfor one-year imprisonment,is well as civil penalties.in the form of a STOP WORK ORDER and a.Eme of.up to$250_00 a day against the-violator. Be advised that a copy of this statement maybe forwarded to the Office of Immstrgatioms ofthe DIA,for insurance coverage yrerification. Info hereby c.&Vfjt:iatder tTte pid7is and petj&W es afpedWy thatthe in formadan prodded a v ig tram and correct Sitmature_. Date: Phone ik 9t—Y-70 Official use an y. Do not mrite in this area,to be completed by taty artown o,jj iat City or Tawn: Perm it/Liaense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CH3, own Clerk 4.Electrical Inspector S.Plumbing Inspector 6..Other Contact Person: Phone#: Information and Instructions ' Massachusetts General Laws chapter 152 repunrs all employers to provide workers'compensation for their employees. p tD this sb&jte,an employee is&-fined as."..every person in the service of another under any contract of hir- express or implied,oral or " An crnpTayer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a Joint enterprrse,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees.,However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do mafi t enan ce,consir-action or repair work on such dwelling house or on the grounds or building appurEenantthemb shall not because of such employmentbe deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant-who has notproduced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor jay of its political subdivisions shall enter into any contract for theperFounauce ofpublic wmic until acceptable evidence of compliancewith the insuranc8.. requremets of this chapter have been presented to the contracting authority." Appficanis , Please fM obt the workers'compensation affidavit completely,by r_hecIang e boxes that apply to your situation and,if necessary,supply sib-contractor(-)name(s), address(es)and phone number(s) along with their certifrcate(s)of inm ce. Limited LiabUity Companies(LLC) or Limited LiabffityPartaerships(LLP)with no employees other thm the members or partners,are not requn-ed to cant'workers'compensation iasm-Emce. If an LLC or LLP does have employees,apolicy is regn>n�d Be advised that this affdayhmaybe submitiad to theDepaj-tment of Industrial Accidents for confizmation of finmanoe coverage. Also be sure to sign and date the affidavit The affidavit should beret zaed to to city or town that the application for the permit or license is being requested,not the Department of Tn L,strial Accidents. Shouldyou have any questions regarding the law or ifyou are requaed to obtain a workers' compensation policy,please call the Department at the number listed below. Self-kmurd companies should enter their self-insurance license number on the appropriate line. City or Town Officials f Please be sure that the affidavit is complete and pried Iegiibly. The Department has provided a space at the bottom of the affidavit for you in fill out in the event the Office oflnvest:.gations has to contact you regarding the applicant Please be sure to fill.i a the permit/licrose number which.wiil1 be used as a reference number. In addition, an applicant that must submit.multiple permitlHcense applications is airy given year;need only submit one affidavit indicating cusent policy ink= atioa(if necessary)and under"Job Site Adnress"the applicant should write"all locations in (city or town)--A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is oa file for fi =permits or licenses_ A new affidavit must be filled out each year.Where a home owner or citizen is obt wing a license or permit not related to any business or commercial venture (i_e. a dog license or pmmit to bum leaves etc.)said person is NOT required to complete ibis affidavit The Office of Investigations would Ike to thank you is advance for your cooperation and should you have any questions, please do not hesitate to give us a cal The Department's address,telephone and fax number_ Thu CanMnanwealtb:of Massachmlfl_tks Depallment of 1ndustial Awideut% Qffioe of 1nVegtTg fio-= 600 Wasbh9tan Street Boston.MA G2111 Tc,-1,:`#617 727-49QO oxt 406 ar 14M-MA.SSAFE Fax#f 17-727-7M - Revised4-24-07 Maz a-Vidia om 17 .. a4we Z�c C,��17 ll 74 410 /ct ace eZ d - 91�d 7Z��� G ' �n�s eo24Pdl -Ilcl 4 Ero s 'Bos6m���- ,Orr I - � I u Q ii�rnaa�t ` cz-41 7 s4l M TOWN OF BARNS TABLE ABLE D IV5 O y 'A k�,4 - ro 5 ma I'h ioo(— Chin le_s 5 r 1�o vin _ s Iz rl 3 3 bo. . l A t i T - I ooa s4 6 }- r at-1 a n Yl (S, ON C _ =1A C�- . I �t�5r'rnCr 1 7 sk i 4-t hl�S�'!1l pY4 c ctJ Eras - I�t_lunntS" . V110 c -� vi IQ'}Q e Gt_. lto ri C8 Cl 41 -23 --:a� G SQI E5� �i,-re tite,14 r - - Parcel Detail Page 1 of 4 Tot C7 ITLE . xynhr f St15� d r �`.=„ Alk:� t�`• 'i. , _ !',�+ti!1.�.'�al��:/T.C/ ..x. __.' Logged In As: Parcel Detail Wednesday, April 8 2015 Parcel Lookup Parcel Info Parcel 246-082-001 -"' Developer LOT6 ID Lot - - ------- _—-- - - Pri Location 70 TOBEY WAY ( �110 Frontage Sec-- -_. _ Sec Road Frontage ----- ---- - --- -_- -- -- ---- Fire Village HYANNIS HYANNIS District Town sewer_exists a_ t this Road ----- -- - address No Index�22 Asbuilt Septic Scan: Interactive F s 246082001_1 Mapa � Owner Info O Qy�nerSYBERTZ,WALTER T TR I 70 TOBEY WAY NOMINEE TRUST Owner Streetl 170 TOBEY WAY Street2 City'HYANNIS State MA Zip02601 Country!_ Land Info Acres 11 02 Use 1Single Fam MDL-01 Zoning RIB I Nghbd L0106 Topography Level ( Road.Paved Utilities jPuIJk water,Gas,Septic Location Construction Info Building 1 of 1 Year 120008 ( ROOF(Gab le/Hip EXt Vinyl Siding , Built' Struct Wall' Living.. -------------- Roof AC - ------ 13076 AsphlF GIs/Cmp Central Area Cover Type StyleModern/Contempt nt!Plastered ) e Wall' Rooms 13 Bedrooms I ntwood Rooms Bath Floor Model(Residential lHard 2 Full-1 Half ' Heat Total http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=104452 4/8/2015 Parcel Detail Page 2 of 4 Grade ECustom Minus l Type!HotAir I Rooms 8 Heat ------------- Found Stories 1 Story l Gas l Poured Conc. I =' Fuel' ation' P Gross j7538 Area lin Permit History ......... __ .. Issue purpose Permit Amount Insp Comments Date # Date INSTALL SOLAR ELECTRIC PANELS ON ROOF OF 10/23/2014 Solar PV 201407364 $241000 EXISTING System HSE TO INT CONNECT WITH ELECTRIC.- 9.81 KW 36 PANELS Out 6/14/2010 12X16 3/24/2010 201001273 $3,000 12:00:00 Building AM SHED 10/1/2008 4/16/2008 Dwelling 200802011 $3821300 12:00:00 NEW DW AM 6/30/2007 10/23/2006 Dwelling 20064069 $320,000 12:00:00 Withdrawn AM Ir Visit History Date Who Purpose 3/4/2015 12:00:00 AM Susan Ricci Cycl Insp Comp j 1/26/2015 12:00:00 AM Anne Leonelli Change of Address http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=104452 4/8/2015 Parcel Detail Page 3 of 4 6/22/2010 12:00:00 AM Nancy Finch Bldg Permit Completed 6/14/2010 12:00:00 AM Mike Keating New Construction 4/1/2010 12:00:00 AM Paul Talbot Drive by inspection only 8/19/2009 12:00:00 AM Michele Arigo Change of Address 7/8/2009 12:00:00 AM Nancy Finch New Construction 11/26/2008 12:00:00 Mike Keating Permit/Hold as AM NewGrth 10/1/2008 12:00:00 AM Mike Keating New Construction 6/10/2008 12:00:00 AM John Greene In Office Review 6/3/2008 12:00:00 AM Mike Keating CALL BACK 2/20/2008 12:00:00 AM Michele Arigo Change of Address 2/6/2008 12:00:00 AM John Greene In Office Review 8/6/2007 12:00:00 AM Jeannette In Office Review Kirwan 3/28/2007 12:00:00 AM Martin Flynn jDrive by inspection only Sales History _....... _ ......... _ ......... ......... ullu le Line Date Owner Book/Page Price 1 8/31/2007 SYBERTZ, WALTER T TR 22306/78 $2907000 2 4/20/2006 MURPHY, JOSEPH E & 20928/182 $2451000 LINDA- 3 10/9/1958 HOLDER, NORMAN B TR 1018/591 $0 - Assessment History Save Building Land Total # Year Value XF Value OB Value Value Parcel Value 1 2015 $3317000 $951700 $161800 $1591200 $6021700 2 2014 $331 ,000 $951700 $171100 $1597200 $6031000 3 2013 $331 ,000 $951700 . $17,600 $165,600 $609,900 4 2012 $3341700 $931500 . $121800 $161 ,300 $602,300 5 2011 $398,800 $71400 $13,400 $1617300 $580,900 6 2010 $409,200 $71400 $81100 $245,200 $669,900 7. 2009 $0 $0 $0 $2917100 $291 ,100 http://issgl2/intranet/propdata/ParceiDetail.aspx?ID=104452 4/8/2015 Parcel Detail Page 4 of 4 � 8 2008 $0 $0 $0 $350,500 $350,500 10 2007 $0 $0 $0 $3211000 $3211000 11 2006 $0 $0 $0 $2817800 $2811800 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=104452 4/8/2015 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z�� Parcel 08Z-00 ( Application # 3� Health Division Date Issued ,0'25PP- Conservation Division Application Fee Planning Dept. Permit Feed Date Definitive Plan Approved by Planning Board Historic - OKH n _ Preservation/ Hyannis `^ Project Street Address 70 D 426"7Z Village HUann/ Owner Address 70fi " nti /rla Telephone SDFj- 9 ,7/ Permit Request !�/ SOIa/' e1�GfI'jG Qene15 D --vof 6K ewsXnqhau e g be lrhrC/'Con/!P 4."/A Ao"— el&Mc4/ Sys rrj Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay w Project Valuations Zy 000 Construction Type Lot Size 40 Ch444e Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family `4 Two Family ❑ Multi-Family (# units) '^ Age of Existing Structure Historic House: ❑Yes 91N�o On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new -- Number of Bedrooms: — existing -new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑tTOa---Oil ❑ Electric ❑ Other -Ventral Air: o-44-73 No Fireplaces: Existing — New — Existing wood/coal stove: ff7qATN_0 Detached garage: ❑ exis j*-0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ exis in t3 new size_ Attached garage: ❑e 1s{iK,4-anew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes asA No If yes, site plan review# •--- Current Use Stnqk AW6l Proposed Use Oo Mgge7Qe APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name o /� Crdf 6115 Telephone Number 7V- 8/(p 7Y" Address/60 46YbG✓'R7'e Ark Dr *' 22y4 License # CS /67643 Peln6 o& Mg ous-`J Home Improvement Contractor# /6 Fs5_7Z- Worker's Compensation #(•c/4766c�0��OZ6SOZy ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G�y�ioS7�P/ so/ar'Li>CI &14�42 10 Ma. SIGNATURE C/G DATE Z-2 10 / z0/y . rrs FOR OFFICIAL USE ONLY , APPLICATION# , ` DATE ISSUED ' MAP/PARCEL N0. ADDRESS VILLAGE ' OWNER ` J DATE OF INSPECTION: jaFOUNDA•TIO.N ,!i-;:k,i�.J-rua u41a, " FRAME �'._. .._ ,-._. ._. _._.- ._ �_. r •. . [INSULATION _.- FIREPLACE ' ELECTRICAL: ROUGH FINAL = - PLUMBING: ROUGH FINAL GAS: ROUGH -FINAL " FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r DocuSign Envelope ID:A576591A-B548-44D6-8E08-16AC28ADAB5A � o ,SolarCit 3055 Clearview Way, San Mateo, CA 94402 t SotarLease T (888) SOL-CITY F (650) 560-6460 SOLARC SUb24ARY Date: 8/28/2014 Customer Name and Address Customer Name Installation Location Contractor License Wally T Sybertz Jane Spillane 70 Tobey Way MA HIC 168572/MA' Lic. 70 Tobey Way Barnstable, MA MR-1136 Barnstable, MA 02601 02601 Estimated Solar Energy Production First Year Annual Production: 11, 100 kWh.' Initial Term Total Production: 211, 770 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg. Inspection: $0.00 Estimated Price per kWh First Year: _; ; $0.1400 Annual Increase: 0.00% First Year Monthly SolarCity Bill: $131.63 Lease Term 20 Years i Solardity's Promises to You: Your Prepayment and Transfer 'Choices + • SolarCity will insure, maintain, and During the Term: repair the System (including the If you move, you may transfer this, inverter) at no additional cost to you agreement to the purchaser of your Home, as specified in the agreement. as specified in the agreement. •SolarCity will provide _24/7 web-enabled If you move, you may prepay the monitoring at no additional cost to you, remaining payments (if any) at a as specified in the agreement. discount. • SolarCity will provide a money-back production guarantee, as specified in Your Choices at the .End 'of the Initial the agreement. Term: • SolarCity will warranty your. roof • SolarCity will remove the System at no against leaks and restore your roof at the .end of the agreement as specified additional cost to you. in the agreement. • You can upgrade to a new System with • The pricing in this Lease is valid for the latest solar technology under a new 30 days after 8/28/2014. If you don't contract. sign this Lease and return it to us on. • You may renew your agreement for up to or prior to 30 days after 8/28/2014, ten (10) years in two , (2) , five (5) .year SolarCity reserves the right to reject increments. this Lease unless you agree to our then ." • Otherwise, the agreement will•. current pricing. automatically renew for an additional • We are confident that we deliver one (1) year term at 10% less than the excellent value and .customer service. then-current average rate charged by' AS A RESULT, YOU ARE FREE TO CANCEL your local utility. ANYTIME AT NO CHARGE PRIOR TO CONSTRUCTION. ON YOUR HOME. SolarLease version 6.5.1,. August 28th, 20.14 238080 SAPC/SEFA Compliant Document Generated on 8/28/2014 z DocuSign Envelope ID:A576591A-B548-44D6-8E08-16AC28ADAB5A 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and I acknowledge that I SolarCity will not publicly use or have received a complete copy of this display any images of the System unless Lease. you initial the space below. If you initial the space below, you give SolarCity permission to take pictures of the System as installed on your Home. to Customer's Name: Wally T Sybertz show to other customers or display on DocuSignedby: '��our website. � Signature ovner's Initials, — ram ■ 'Date: 8/28/2014 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Customer's Name: Jane Spillane DocuSignedby: DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1,_THE ATTACHED NOTICE OF Signatu CANCELLATION FORM, FOR AN EXPLANATION OF 58FAC9D24E9445A.. THIS RIGHT. Date: 8/28/2014 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 �u`.t ■ AND 23, YOU MAY ALSO CANCEL THIS LEASE SolarCIty. . AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR SolarLease HOME. 25. Pricing SOLARCITY APPROVED The pricing in this Lease .is valid for 30 days after 8/28/2014. If you don't sign this Lease and return it to us on Signature: • or prior to 30 days after 8/28/2014, 1YN00N RIVE,CEO SolarCity reserves the right to reject SolarLease this Lease unless you agree to our then current pricing. SolarCity. Date: 8/28/2014 SolarLease version 6.5.1, August 28th, 2014 238080 SAPC/SEFA Compliant -SolarCity. f OWNER AUTHORIZATION Job ID: Location: O t$6 C'V/V f rt'�(C-. I ail, .'eZ_ 1/ J as Owner of the subject property_ hereby authorize SolarCity Corp—HIC 168572 / MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Signatu40w Date: 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888) SOL-CITY F(508)460-0318 SOLARCITY.COM, AZ.ROC 243771,CA CSLB 888104,CO EC 8041,CT HIC 0632778.DC HIC 11101486,DC HIS 71101488,HI CT-29770; - MA HIC 168572,MD MHIC 128948,NJ 13YHQ6160600,NY W024624-14I 1,OR OCR 180498,PA 077343,TX TDLR 27006,WA SOLARC-91901 1 cZ-2 � �.�.}rr.c:ltoe;j61 j Ire - k Office of Consumer Affairs d Business Regulation l 10 Park Plaza.- Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8l2015 CRAIG ELLS - - —=<-�------ --- 24 ST_ MARTIN STREET BLD 2 UNIT 11 --- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 a 901•4-tlW1} Address Renewal n Employment [] Lost Card Office-of Consumer Affairs&Business Regulation License or registration valid for individul use only before the ex iration date. If found return to: OME IMPROVEMENT CONTRACTOR Pkk Office of Consumer Affairs and Business Regulation Registration: 168572 TYpf 10 Park Plaza-Suite 5170 0'oya Expiration: 3/8/2015 Supplement::ard Boston;MA 02116 SOLARCITY CORPORATION ' t CRAIG ELLS } i 24 ST MARTIN STREET BCD 2UN1 iT AhLBOROUGH,MA 01752 Undersecretary blot v lid without signature - J t Massachusetts-Deparlmen't of Pub#i&Safety Board of Buil.ding Regulations and �t i}1d trds C`+a};trim tufr}'�1}f15'r+ivrvi� ' t-i c e rl s e:.0 S-107663 r CRAIG ELLS 206 BAKER STREET Keene NH 03431 � �i.•G,.,,�11..dt�,. ` �W is auort Ct},s+1 fit}1„ffr 08/29/2017 1 r R� Office of Consumer Affairs�IA(1'nJe6scs' Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 0211.6 Home Improvement-Contractor Registration Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 SOLAR CITY CORPORATION WAYNE EUBANK - 24 ST. MARTIN STREET r -- - BLD 2 UNIT 11 • °, MARLBOROUGH, MA 01752 _ Update Address and return card.Mark reason for change. SCA 1 0 2OM-05/11 Address Renewal [] Employment n Lost Card ffice of Consumer Affairs&Business Regulation g License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation tegistration: 168572 Type: 10 Park Plaza-Suite 5170 r_- Expiration: 3/8/2015 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST MARTIN STREET BLD 2UNI 4« — TAANLBOROUGH MA 01752 -5 Undersecretary. N valid without signature e The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 f. R Boston,MA 02114-2017 www.rnassgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Appficant Information Please Print Legibly Name(Business/Organization/Individual): S-olarCity Corporation + Address:3055 Clearview Way City/State/Zip-San Mateo, CA 94402 Phone#:888-765-2489 y Are you an employer?Check the appropriate bog: Type of project(required): 1.0 I am a employer with 7000 4. ❑ I am a general contractor and I. e have hired the sub-contractors 6. ❑New construction' employees (full and/or part-time)., 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.t required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions j 3.❑ 1 am a homeowner doing all work officers have exercised their 1 l.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12,Q Roof repairs insurance required.]t c.,152, §1(4),and,we,have no Solar Panels` employees. [No workers' . 13.©Other comp. insurance required.] *Any applicant that checks box#I 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.. :Contractors that check this hox 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. Iam an employer that is providing workers compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name:Liberty Mutual Insurance Company Policy#or Self-ins.Lic. #:WA7-66D-066265-024 Expiration Date:09/01/2015 � /- 1 bo Job Site Address: d City/State/Zip:AG1/YhS7�10(¢" �0 Attach a copy of the workers' compere ation 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 aline of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct ' Si, Date: Phone#: 7818167489 Official use only. Do not write in this area,to be completed by city or town official. City"or Town: y 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 i r Contact Person: Phone#: a ACCOR0 CERTIFICATE OF LIABILITY INSURANCEF0ATE(mwDoIvYyY)09 /204 0612s/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1300 P)A/OC N o Fat �No): CALIFORNIA LICENSE NO.0437153 EMAIL ADDRESS: PAN FRANCISCO,CA 94104 . INSURERS AFFORDING COVERAGE NAICN .......... . 990301-STND-GAWUE-14-15 INSURERA:Liberty Mutual Fife Insurance Company 16586 INSURED Ph(650)963-5100 INSURER B:Liberty Insurance Corporation 42404 , SolarGtyCorporation INSURERC:NIA. N/A 3055 Gearview Way INSURER D: San Mateo,CA 94402 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA,002440269-02 REVISION NUMBER:4 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. ILTRR TYPE OF INSURANCE ADD L SUB VWVD POLICY NUMBER MWDCY rf MM POLICY EXP LIMITS A GENERAL LIABILITY TB2-061-066265014 09/0112014 09/01/2015 EACH OCCURRENCE $ 1,000,000 X PREMISES FR o RENTED arrenoe $ COMMERCIAL GENERAL LIABILITY ( 100,000 CLAIMS-MADE X❑OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1.000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X1 POLICY X PRO LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 09101IM15 COMBINED SINGLE LIMIT 1,000,000 Ea acadeM ]xx ANY AUTO BODILY INJURY(Per person) $ ._... ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPPE DAMAGE $ HIRED AUTOS AUTOS Phys.Damage COMP/COLLDED: $ $1,000/$1,000 UMBRELLA LAB H OCCUR - EACH OCCURRENCE $. EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED 1 I RETENTION$ 1 $ B WORKERS COMPENSATION WA7-06D-066265.024 09/01/2014 09/01/2015 X I WC STATU- oTH- AND EMPLOYERS'LIABILITY B ANY PROPMETORIPARTNERIEXFCUTIVE YIN WC7-661-066265-034(WI) 09/01/2014 09101P2015 1,000,000 B OFFICER/MEMBER EXCLUDED? NIA I EL EACH ACCIDENT $ (Mandatory In NH). VWC DEDUCTIBLE:$350,ONY EL DISEASE-EA EMPLOYE $ 1,000,000 Myes,descrbe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE'POLICY LIMIT $ i I I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,I more space Is required) Evidence of Insurance. ' CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRBED POLICIES BE CANCELLED BEFORE 3055 Gearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Mannolejo ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Version#38.6 �SolarCrt yOF 3055 Clearview Way,San Mateo, CA 94402 YOO AN (888)-SOL-CITY (765-2489) 1 www.solarcity_com K ' September 3, 2014 y No.4 Project/Job# 260001 RE: CERTIFICATION LETTER J AL Project: Sybertz Residence ' Digitally 00 An Kim 70 Tobey way Barnstable, MA 02601 Date: 20 4.09.03 11:23:32 07100' To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes =MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS -Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf -MP2A: Roof DL= 8.5 psf,Roof LL/SL= 18.9 psf(Non-PV Areas), Roof LL/SL= 11.7 psf(PV Areas) -MP2B: Roof DL= 13.5 psf, Roof LL/SL= 18.9 psf(Non-PV Areas), Roof LL/SL= 11.7 psf(PV Areas) Note: Per.IBC 1613.1; Seismic check is not required because Ss =0.18757 < 0.4g and Seismic Design Category(SDC) = B <D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. , I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo]in Kim, P.E. Civil Engineer Main: •888.765.2489,x5743 email: ykim@solarcity.com 3055 Clearview Way. San`Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC243771,CA CSLB 888104,00 8C 8041,CT HIC 06327778,DC R0 71101486,DC M3 71101438,H.CT-29770,MA HIC 18a572,MD MHIC 128948-,NJ 13VH08160600, OR=8 180490.PA 077343,TXTOLR 27006,VIA GCL;SOIARC'91007,P20 3$Owocy.AN dohli meerved. 1 .t I 09.03.2014 _ TM Version#38.6 ���•r SleekMount PV System '-e SolarCit • - y Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: _ _Sybertz_Residence __AHJ: . Barnstable Job Number: 260001 Building Code: MA Res. Code, 8th Edition Customer Name: Sybertz.,Walter I _ Based On: ___�_�_IRC 2009%IBC_2009- Address: 70 Tobey Way ASCE Code: ASCE 7-05 City/State: Barnstable,, gy MAC' 1- Risk Categor: II Zip Code 02601 Upgrades Req'd? No Latitude/Longitude: 41.641297 70 318686"_ 'Stamp Req'd� Yes SC Office: South Shore PV Designer: Jeff Bunca Calculations: Ran Atwell EOR: t 7 m 77y-oo]in Kim, P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1,513.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP 01 IRIZ s • r • • • B el i Ra J � ' i•i i- MassGIS. Comm6nwe'alth,,ofMassachusetts. • • Farm Servi6e Agency 70 Tobey Way, Barnstable, MA 02601 Latitude:41.641297,Longitude: -70.318686,Exposure Category:C .LOAD ITEMIZATION - MP2A PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s • __ a .x .L _ A, r" ��r 0:5 psf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP2A Roofing_ly 7 :_ . Tr = Comp Roof-,, s fN - 4 ( 1s Layers) 2 5 psf - Re-Roof to 1 Layer of Comp? No Underlayment . .Roofing Paper_ : .. psf ;�;05 Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling _ - _ No t Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 8.5 psf MP2A 8.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area _ At < 200 sf - Roof Slope 8/12 Tributary �Area Reduction ' " R 7,. ----- -- --— ---- - - 1 .�: T I n �Section�4.9 Sloped Roof Reduction RZ 0.8 Section 4.9 Reduced Roof Live Load �'p Lr= � �" ��°_ v 4 4'='to(Ri)'(Rz FF ;�; ,�•, �� E,nation 4-2 Reduced Roof Live Load Lr 16 psf MP2A 16.0 psf Reduced Ground/Roof Live/Snow Loads code Ground Snow Load p9 30.0.psf ASCE Table 7-1 Snow Load Reductions Allowed? Effective Roof Slope 34 Horiz. Distance from Eye to,Ridge _v � _ W� - .� � � ��' �- t'21:8 ftk � _` -W 71 e4 Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce`' '° 4 .v Pa rtially;Exposed _ 1.0 Lx Ta e 7 2 Snow Thermal Factor All structures except as indicated otherwise_— Table 7-3 —.- - 1.0 Minimum Flat Roof Snow Load(w/ 40 7 7, -, 71 Pf-min 21 O,paf 7,3.4&7.10 Rain�on-Snow.Surcharge)= �, __ #F . f' _ Flat Roof Snow Load Pf pf= 0.7(Ce) (Cr) (I)Pg; Pf? pf-min Eq: 7.3-1 21.0 psf 700/6 ASCE Desi n Sloped Roof Snow Load Over Surroufidinq Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 0.9 Design Roof Snow Load Over Ps-roof= (C.0 Pf ASCE Eq:7.4-1 SurroundingRoof PS-roof 18.9 Psf 63% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules- CS_pv Unobstructed Slippery Surfaces 0.6 Figure 7-2 Design Snow Load Over PV P5"P„= (Cs-pv)Pf ASCE Eq: 7.4-1 Modules Ps-p" 11.7 psf 39% F _ Y COMPANY PROJECT WoodWorks. SOFTWARE FOR WOOD"PGN Sep. 3, 2014 12:03 MP2A.wwb Design Check Calculation Sheet •WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.50 (16.0) * psf PV-DL Dead Full Area No 3 .00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary, Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 20 10. 4" -------------------- 0' 0'-91, 16'-11" Unfactored: Dead 163 149 Snow 248 227 Factored: Total 411 376 .Bearing: F'theta 537 537 Capacity Joist 705 403 Supports 586 586 Anal/Des Joist 0.58 0.93 Support 0.70 0.64 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.35** 0.50* Cb 1.75 1-00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. MP2A Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 20'-10.4"; Pitch: 8/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0[ft] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2A.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 31 Fv' = 155 fv/Fv' = 0.20 Bending(+) fb = 847 Fb' = 1273 fb/Fb' = 0.67 Bending(-) fb = 7 Fb' = 400 fb/Fb' = 0.02� Deflection: Interior Live 0.45 = L/520 1.30 = L/180 ' 0.35 Total 0.89' = L/262 1.94 = L/120 0.46 , Cantil. Live -0.07 L/163 0.12 = L/90 0.55 Total -0.13 = L/82. 0.18, = L/60 0.73 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF . Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.'00 1.00 - 2 Fb' - 875 1.15 1.00 1.00 0.315 1.100' 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 313, V design 287 lbs . Bending(+) : LC #2 = D+S, M = 1510. lbs-ft , Bending(-) : LC #2 = D+S, M = 13 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: ' EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, , snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live .Load. Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement: 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the ' middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required.for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. L r CALCULATION OF_-DESIGN WIND.LOADS-MP2A Mounting Plane Information Roofing Material Comp Roof PV S stem_Type '° °< SolarCity SleekMountT'" M Y Spanning Vents No Standoff Attachment Hardware rh °_ Com Mount T e C-_t Roof Slope 340 Rafter Spacing .16fQ.C. Framin Type Direction Y-Y Rafters Purlin Spacing _X,X Purkris:Only' NA Tile Reveal Tile Roofs Only NA 4. Tile Attachment System' ''Tile Roofs Only ' `- NA ¢% Standin Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05. Wind_Design Method _ Partially%Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Cat o , �T='AC*" =; 77 r" Section 6.5.6.3 Roof Style Gable/Hip Roof Fig.6-11B/C/D-14A/B Mean Roof Height '°" z ° h cu .f 25 ft :r t. Section.6.2� Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic;Factor. -"..----K z=t1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 rVell once Factor I Y. '11.0' ' :Table 6-1 ocity.Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down r GC 0.88 m Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing- Landscape 64" 39" Max Allowable Cantilever =Landscape "24" Standoff Confi uration Landscape Staggered Max Standoff Tributary A -Trib'' f 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind'Upliftat Standoff T-actuala Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR __ 76.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Ca_;WIever` - Portrait - k 7_ --17 v Standoff Confi uration Portrait Staggered Max Standoff Tributary Area,. L _ - Trib • PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Stand _�T�actual 7477�Ibs Uplift Capacity of Standoff T-allow 500 Ibs IStandoff Demand Ca aci �y 1 LOAD ITEMIZATION - MP2B PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s _ r v. 6 At rye, ,& 0.5 psf.11, PV System Weight s . 3.0 psf Roof Dead Load Material Load. Roof Category Description MP213 Roofing jype . }- _ Comp Roofi ( 1 Lrsey ) 2.5 psf Re-Roof to 1 Layer of Comp? - No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes _ 1.5 psf e Board Sheathing _.: _ :. o «None Rafter Size and Spacing 2 x 10 @ 16 in. O.C. 2.9 psf Vaulted Ceilin -- ------g T = Yes w� 4J psf_.. Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 13.5 psf 11411326 13.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area ' Z 7.7 7-7A77 7 747 ~r 7 _°` < 200'sf Roof Slope 8/12 Tributary Area Reductiony 1� 'R Section�4.9 Sloped Roof Reduction R2 0.8 Section 4.9 Reduced Roof Live Load .. m Lr = _ _ 0, L;_ Lo(Rl)(RZ) X E nation 4-2 i Reduced Roof Live Load Lr 16 psf MP26 16.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes .ter Effective Roof Slope 340 I Horiz. Distance from,Eve Lto Rid e: W + 21.8:ft r Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Partially Exposed Table 7 2 -- Snow Thermal Factor All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load(w' / T 7a 9_) Pt-min 21.0 psf Rai 7 3.4&7.10 n-Snow Surchar_ e n-o 0 Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Slooed Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding. All Other Surfaces Roof CS-.00f 0.9 Figure 7-2 Design Roof Snow Load Over PS-roof= (Ce-roof)Pf ASCE Eq:7.4-1 SurroundingRoof P5 fOOf 18.9 Psf 63% ' ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV P.-PV= (Cs-pv)Pf ASCE Eq: 7.4-1 Modules Ps P" 11.7 psf 39% COMPANY PROJECT WoodWorks . Sep. 3, 2014 12:04 MP2B.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution° Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 13.50 (16.0) * psf PV-DL Dead Full Area No 3.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 2Z-2.1 0' 0'-91, 18' Unfactored: Dead 248 228 Snow 263 242 Factored: Total 511 470 Bearing: F'theta 537 537 Capacity Joist 705 470 Supports 586 684 Anal/Des Joist 0.72 1.00 Support 0.87 0.69 Load comb #2 44 Length 0.50* 0.58 Min req'd 0.44** 0.58 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 "Minimum bearing length setting used: 1/2"for interior supports "Minimum bearing length governed by the required width of the supporting member. MP2B Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 22'-2.1"; Pitch: 8/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0[ft] . WOodWorkS® Slzer SOFTWARE FOR WOOD DESIGN MP2B:wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 39 Fv' = 155 fv/Fv' = 0.25 Bending(+) fb = 1132 Fb' = 1273 fb/Fb' = 0.89 . Bending(-) fb 9 Fb' = 3.78 fb/Fb'. =. . 0.02 Deflection: Interior Live 0.58 = L/428 1.38 = L/180 0.42 Total 1.40 = L/177 2.07 = L/120 0.68 Cantil. Live -0.08 L/134 _ 0.12 = L/90 0.67 Total -0.19 = L/55 1 0.18 = L/60 1 1.08 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - 1.00 1.00 }1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1..00 - 2 Fb' - 875 1.15 1.00 '1.00 0.297 1.100 1.00` 1.15 1.00 1.00 2 Fcp' •425 - 1.00 1.00 - 1.00 1.00 E' 1.4 million 1.00 1.00 - - 1.00 1.00 4 Emin' 0.51 million 1.00 . 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 391,` V design = 362 lbs Bending(+) : LC #2 = D+S, M = 2017 lbs-ft Bending(-) : LC #2 = D+S, M = 15 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output ; Load Patterns: s=S/2, X=L+S or L+Lr, -no -pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: . Deflection: EI = 139e06 lb-in2 "Live" deflection,= Deflection from all non-dead loads (live, wind; snow...) , Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing. at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4:1. 5. SLOPED BEAMS: level bearing is required for"all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. l CALCULATION OF DESIGN WIND LOADS - MP2B Mounting Plane Information Roofing Material Comp Roof PV System TYpe `- = A SolarCity-SleekMountT" _ Spanning Vents No Standoff Attachryient Hardware V- <:_ W �-- —�-.`: d o—mD MountT e'C '7 T Roof Slope 340 Rafter Spaci ig ,°: ... b ,. ;16O.C. Framing fyipe Direction Y-Y Rafters Purim_Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System " - Tile Roofs Only, NA- IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mnh Fig. 6-1 Exposure Category' _ C _Section 6.5.6.3_ Roof Style Gable/Hip Roof Fig.6-11BjC/D-14A/B ea iRoof Hei ht r h n 25`ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 To K rt l Sectio a M on 6 5 7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 4— I _,", MIF , , 74_ 1.0 777 _ Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.`Pressure'Coefficient Down IV,- UGC AA' 4_ _ 91V- 0:88` Fig`.'6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U „ -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" x Allowabeantie _M � ecpe— 24 Standoff Configuration LandscapeStaggered " NA Sta ered Maz Standoff Tributa Area nb F 1Tsf w - PV Assembly Dead Load W-PV 3 psf Net Wind,Uplift-at Standoff , T-actual,�; •a 382 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR _ 76.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 17 _ NA_ Standoff Configuration Portrait Staggered Max Standoff Tributary_Area Trib`k Y` 21 sf_ PV Assembly Dead Load W-PV 3 psf Net Wind U•lift at Standoff - 3' _ a pT�actual 477t1bs ---". ""� - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci -, a DCR . . 95.5% Town of Barnst 18 o. �. tnJ7_NSTAjBLE Ft"E'�ti Regulatory Services gm o } P 41: !0 Thomas F. Geiler,Director. , t " aAsTAB ' ' Building Division v Mass. g 1639. Tom Perry,Building Commissioner _ 200 Main Street, Hyannis,MA 60,hkq _ www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT#OD/0114? FEE: $ ; SHED REGISTRATION 120 square feet or less Location of shed(address) Village Property own is name v Telephone number �00 ( Size of Shed Map/Parcel# '4�J.4 12— Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) `= CPO 16 © i Sign off hours for Conservation 8:00-9:30&'3:30-4:30 , F s >^ 41 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY.OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS'FORM MUST BE ACCOMPANIED BY A s ,. PLOT-PLAN Q-forms-shedreg REV:042506 TOBEY WAY (35' W DZ AR/VAIF) eWFA mwxwp", ' ceur�.daer Haar SDI aza•� c_ —t �otuiF a I LOT �7D E ft'AW sync r W 0 f �Easiwx a amr 44.554t S`F. a a W m� scaLE: s�=60• SSS 5i•5fi E AL.4N BOCW 50v PA--40 F}qG 7iTlG S£P TAW --gi'.'G O — / . nSAVG SAS � j f fff( �'��CC..» X lh} �L 184CK LiAJ t; � e 3.i�Si' o ��— —.._'-�►�_ -�._.__ ___; iu Ni36'Yq 4n eke �`✓T 6/ �1 A i�1j. �. 7 el{d 0I A � (40 SAW) S"-LE.' .1'®40` JOB NUMBER 108.016 DeCEl_L E PQ0 SED SHED OF It LOCATED Ar �� �i � ems$ ` 149 Independence Avenue l��LAWR iCE����� pyaa �gpg Quincy, y1A €)2169 ff � W. HYAN ZSPORT MA (617)405Z100-(0) (617)40--SiDl(F) BURKE PREPARED MR. afs e'c f€RESo €a &Assoclatas �s r r jU,a Z�cd cot10 ,z VCVL ¢ � b 4 , )b"oacc,wEco2 Zx4 S �6 � ' o�vrTNk� Zcc ll 3/CI V• �J�7 L✓VY� f rotz "Goti/L �o.s � 2x 6 p, j, r,N COv 2e 131ccks 12 ` 76 wc.,, tZ k} �.>F.,rr• a lrr� . ..,v ..y� 7•<_ y.; ry,.ti..� L *y.»Y .' �? any�tyi " t yw s i' 44 IKE r° Town of Barnstable BARNSTABLE. : - Regulatory Services. MASS 1639. Building Division PIED MP'�a. 200:Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 70 Ta b cy W,,l Permit Number / r Owner Builder. One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Q) 1J�+5 f�CV.� 3 ► 4� 155►n�. �P-� 5� C t9 �1� 5�' �� ,rci�w �pro`yfc��iln la r � f • Please call: 508-862-4038 for re-inspection. Inspected by Date yO yZ } TOWN OF BARNSTABLE ILDING PERMIT APPLICATION Map y Parcel Application# D�� Health Division Conservation Division Permit# Tax Collect 06U7 Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH N t� Preservation/Hyannis ®� Pc�zvh�� rri2� Project Street Address Tab r Village We Owner �e" i Address Aff®K122 9 Telephone ��� ���' `r9 e'617 ��4W2_ SO WA/�10/45 Of� �_ � � Permit Request 6 NMI sjwph A s� /�a�"e a , �)PioIf ��i Qahf�e � ,�Aeot �Gto✓�a-rr:vt :I e,�l'C-1a.. ) c / Square feet: 1 st floor:existing proposed 2nd floor:existing �� proposed Total new 3 ®o 2 sr i o, Zoning District 6 Flood Plain E Groundwater Overlay AA Oil 70 e-7 5 fi(bAlt ( Project Valuation Construction Type 0 f7Y2 Lot Size I e d 2- r Grandfathered: ❑Yes UKo- If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Multi-Family(#units) Age of Existing Structure -laghe u —Historic House: ❑Yes O<o On Old King's Highway: ❑Yes Vtr Basement Type: 'Full drawl ❑Walkout Wther e%%G y-n G e_ fly I C/✓ q Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 2_- Half:existing new !2 Number of Bedrooms: existing new 3 — Total Room Count(not including baths):existing new First Floor Room Count 87,0 Heat Type and Fuel: kas ❑Oil ❑Electric ❑Other Central Air: lkles ❑No Fireplaces: Existing New 1. Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑ne size- Attached garage:❑existing �I`new size Shed:❑existing enew size /2 X10 Other: _! � &ql p 1-I / Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ E 1 - -Commercial '❑Yes " L rNo If yes,site plan review Current Use Y0 1404 Proposed Use AIMAI jbOle BUILDER INFO ATION �L� G�7�/ 1G Y 2 V(/J Name o 'e iv .ly���;elephone Number HGAe f e7.i- 41G6 2 �y Address License# } Home Improvement Contractor# Worker's Compensation# / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO e �/ cif r,,",a✓�/� f 0 & r"L w e/. e SIGNATURE d A DATE % /� FOR OFFICIAL USE ONLY , PERMJT NO. DATE ISSUED MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION i FRAME dk 6 INSULATION of FIREPLACE ' ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �/�� ►� i bg u DATE CLOSED OUT t t ASSOCIATION PLAN"NO. _ ' I Town.of Barnstable Regulatory. Services Thomas F.Geiler,Director '6J� Building Division CC)0 lED MJ. Thomas Perry, CBO,Building Coinmissioner . 200 Main Street, Hyannis;MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fes: 508-790-6230 PLAN REVIEW Owner: S Y K �-7 Z Map/Parcel: Project Address /D rnE- Lj4-y milder:_ The following items were noted on reviewing: 9/40-- S L-L sOs�S f kz) � LD C_fCf d G_ Reviewed by., Date: Q:Fortns:Plnrvw yJ22 045:27p p.1 Id 2.9108 MAY 22 PM 3: 2 / U fa. z� r f.tz , P -7e ZO �s May 22 084,05:30p p.2 r F . /4r � l7 7108Ye 7 �til , 7✓ZC�GG G we ��Z � TOBEY WA Y 11L� (35' WIDE.— PRIVA TE) VB� EASEMENT - .. r N/f WASYhV4;"FARMS 1.7US7- S66'5150"E PLAN 901W 505 PAGE is 20 C' f —'— 01.32' - _ _ o 6.O PtuPaseC B1t. Cane L>ri�swoy � C� !OQ D' 4, SEE SEPTIC PLAN 1 `LO fF DJWLUnrC SULLIVAN ENGINEEF EZ a Tg6 DATED WARCH 24, tdt0' rev. ThROUCH 10/i LOT #6 44,554f S.F.. PLAN 800K 595 PACE 19 Q L _ _ SETBACK UNE�jyp� 339.51' S65,54 27 E o 3 A/r N6y'A 1 HOLDER—HALL i May 22 04 5:30p p,3 1 f 70NE: RES B AREA(mFn.}. 43,560 S.F. FRONTAGE(rnim): 20 FT Y40711(m1n): 100 fT r SETBACKS: - MOT- 20' i - SIDE- 70' REAR- 10' OVERLAY DFSTRICT. AP-AQUIFER PROTEC71ON DISTRICT _ SNONN ON PLAN GATED APR1L. 199J ASSESORS PARCEL: MAP 246 PARCEL 082-001 FLOOD ZONE:. ZONE c COMMUNITY PANEL 0 250001 0004 0 - DATED ,ALLY Z 1992 - REVISIONS: No. DATE ce(r.,d) 1 2-20-08 Driveway PROJECT TITLE: PROPOSED DIWLUNG LOCA71ON FOR 3 I o SYBERTZ RESIDENCE Io o NrF EOWiiAD a SUS-A.lC SALWS #70 TOBEY W,4 Y 1n HYANNISPORT, MA 60.62' ce(rnd> 6757 50"W PREPARED FOR. /SAL INE S 71_�EE T Po BOX 229 S. WALPOL E, MA 02071 (40" WIDE- PUBL/CJ The DECEL LE PROFESSIONAL ENGAVEERS PAOPESSIONALSURVEM" "0 IMOEPINDINCI AVENUE QUINCY MA 02269 - - of ?� LAWREN E DATE: AUGUST' 16, 2007 f W. -� DECEUE. Jt FIELD WORK BY: CHECKED BY: (6D Ra nse. a COMP./DESIGN; JW SCALE: 1" = 30' aADNt+& JOB-NUMBER 110.001 SHEET / OF 1 30 15 0 30 60 y 22 08 05:29p EN 0 =a p 1 2008 MAY '22 PM 3: 21 7o , �!l� G �G1vt 6L s L l%o¢ //y y /-�tLAP T( -2 a zo May 22 08 05:27p p.2 L FAv.4 Se 7 --:iCk s'kz�� f TORE Y WA Y If (35' 07DE— PR/VA 7E) \3_ DRAAIACjr ' 3s2.29 N/F WAWNGTON FARJIS 7RUSr S7 50 E_ PUN BOOK 505 PAGE-7g zo,c' f — 4 Q2' i 7bi 4' o OV7RY -- o ProPos»d B/1. Can,. OriwiraY p C� - roao, _ �n aZ PRc p�D SEE SEPTIC FLAN N v f-a -.Je5 SULLIVAN ENCINEEI (v O + DATED MARCH 24, oN = �D rev. THROUGH 70/, 2 LOT #6 44,554t S.F. `PLAN BOOK 535 PACE 19 — — Q L S£IBACK LIVE�yp . 339.51, OS85�4 27 E a N/f NLWAIA /HOLOER-NA[1 0 h Q N N Iid y 22 08 05:49p p.1 n � . 76 J 20 /pJ y 7l � ccv�ee, N Gl 1`4� u� 8£ -£ wi ZZ Avw BQol r . t t OFZHE l Town of Barnstable Regulatory Services t BARNSTABI.E, : Thomas F.Geiler,Director 6 9 .•� Building Division AlED 24 p Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ------------------ HOMEOWNER LICENSE EXEMPTION Please Print DATE: td JOB LOCATION: ! O W a,Z Wes 7 1-6q .5io 02� �q n/u �mber /1 �/� / treet village G G..HOMEOWNER": yV�G l &41 �_Ibt-/Z S�O��7� Z �f�'rI �I7 Q �O -YoYZ name home phone# work phone# �-7 h CURRENT MAILING ADDRESS: / C!/6✓cc.,//D A O X Z 2 CJ city/town I 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 VgLmit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies:that he/she understands the Town of Barnstable Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack ofawareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. c Q:forms:homeexempt 1 he commonweautx-o.J Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, ALL 02111 s•'� -' www:mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information r.� Please Print Le `hi Name(Business/OrganizationUdividual): . IA' Address: 7 .60 N �GV /,/ erg 2Z City/State/Zip: o �✓ f! 1�ct Phone t D Z 6. Z 7 Are you an employer? Check the'appropriate boa: -Type of project(required):, . 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees (fall and/or parme).* have hired the sub-contractors 6. w construction t ti . 2.❑ 1 am&'sole proprietor or partner- listed on the-aitached sheet. 7. ❑Remodeling These sub-contractors have ' ship andhave no employees � 8. ❑Demolition working for me in:any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp,Msurance.t, required-] 5. ❑ We area corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.�I am a homeowner doing.all work • 11.❑Plumbing repairs or additions myself. o workers' comp. ' right of exemption per MGL Y p 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no. employees, [No workers' 13:❑Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet sbowing the name of the'sub-contractors and state whether or not those entities have employees: If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is-the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic,#: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showzng the policy number and expiration date). Failurejo. 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 Off ce of Investigations of the t)IA for insurance coverage verification. I do hereby certify nder a pains-and , na ies ofperjury that the information provided above is true and.correct, Si afore: 1A Date: Or 6- _ Phone Official use only,. Do not write in this area, tb be completed by city or town official City or Town: Perndt/Llcense# Issuing Authority(circle one): .'1..Board of Health 2.Building Department 3. City/Town CIerk 4.Electrical Inspector 5,Plumbing Inspector 6.Other ContactPerson: Phone#: Infor ati®i� and In tructl®fts Massachusetts General Laws chapter 152 requires all employees to provide workers'compensation for their employees." Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a-deceased employer,or the mcev r_w tra tee•of an individual partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein;or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal,of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant-who has not produced:acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,-§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for;the performance of public work until-acceptable evidence.of compliance with the in-s�ance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-conti-actor(s)name(s),address(es)and phone numbers) along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnership&(LLP)with no employees other.than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or.license'is being requested,not the Department of Industrial Accidents;' Should you have any questions regarding the law-or-if you are required to obtain a workers.', compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials. Please.be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy*information(if necessary)and under"Job Site Address"the applicant should write"all•locatious•in (city-or town),"Acopy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses, A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventate (i.e.a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit, The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,,— please do not hesitate to give us a call. The Department's address,telephone'.and fax number: e,Eom ouwealth of Mazsacbuwtts Departmnt of lndwtial Aoc dints Office of In-vesfigat ons 600 Washingtaii Strut Boston,MA 02.111 TeL #617-727-490.0.ext 4.06 aF 1-M-MASSAFB Fax# 617-727-774.9. Revised 11-22-06 wwwha.ss.gcty/clia Tame J3j-ly tenasnneat) •� prescriptive Packsgea far One and Two-Family ResldeatW Baildinge'Heated with Fmff-fpels SIAXfMilM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cookg Area'(°Ja) U-value= R-value] ' R-vaiuen R-v4u2 Wall �Pes'imeier Eopmcnt EMcieae}, P=hge R-value' R-valuer 1701 to 6500 Heating De.grer Day? Qr' i2°/a 0,40 38 13 19 10 6 Narasal R 12% 0.52 30 19 19 10, 6 Normal $ 12% 0.30 33 13 19 10 6 15-AFUE T 13%.• 036 38 I3 23 NIA NIA. Nonaal u 13% 0.46 38 I9 19 10 6 Nomal y 15% 0.44 31 13 25 NIA NIA 15 AFUE W 13% 0.52 30 19 19 10 d U AnM 18°/. 032 3S 13 73. N/A NIA Norma! y 13%, 0.42 38 19 23 NIA NIA Normal Z 18% 6.47 38 13 19 10 6 90 AFUE AA 1 o Ja 0.30 30 19 19 10 6 90 AFUE 1, ADDRESS OF PROPERTY: y ®t y 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: Z 800 sg . Ff. 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY 42): L V e 7 �o 5. SELECT PACKAGE(Q—AA-see chart above): C> DOTE. OTHER MORE INVOLVED N ETKODS OF DETERM ING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION, BUILDING INSPECTOR APPROVAL: YES:. N0: q-forrns498 0303 a °fZME� Town of Barnstable, Regulatory Services 9$"x'XAM '$ Thomas F.Geiler,Director �AlFDMA^1A10 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Secti If Using A Builder I, , as owner of the subject property herebyauthorize to act on my behalf, in all matters relative to work autho this building permit application for:' . ( ddress of job) Signature of Owner ate Print Name Q 1OPUA S:OW NERPERMIS S ION I Affidavit of Substantial Financial Interest I, MAI 1�� /L'1 Z- of So. tJg1,o o1 P_ 4t�4V on oath depose and state asfollows:. 1. 1 am an applicant for a building permit for the property located at Map , Parcel F2-ool. The address of the property is 2 a 7oie�2f Lc� 2. 1 have Ibb legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable in erest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is Q I have had a 1% or greater legal or equitable interest in the following propeilies w ich have been the subject of a building permit application: . Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted() building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received ( J building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this �6 day of a' '� , 200 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT r NEW HOUSE SUBMITTAL SCHEDULE If Submitted By Will Not Be Issued Before* December 7-December 20,2006-------------------------------------------------January 3,2007 December 21-January 3,2007---------------------------------------------------January 17,2007 January 4-January 17,2007----------------------------------------------------January 31,2007 January 18-January 31,2007----------------------------------------------------February 14,2007 February 1 -February 14,2007-------------------------------------------------February 28,2007 February 15-February 28,2007-----------------------------------------------March 14,2007 March 1 -March 14,2007-------------------------------------------------------March 28,2007 March 15-March 28,2007-----------------------------------------------=-----April 11,2007 March 29-April 11,2007------------------------------------------------------April 25, 2007 April 12-April 25, 2007--------------------------------------------------------May 9,2007 April 26-May 9, 2007 ----------------------------------------------------------May 23,2007 May 10-May 23, 2007 ---------------------------------------------------------June 6,2007 May 24-June 6,2007----------------------------------------------------------June 20,2007 June 7-June 20,2007---------------------------------------------------------July 5, 2007 June 21 -July 5,2007 ----------------------------------------------------------July 18,2007 July 6-July 18 2007 -- -----------------August 1,2007 July 19-August 1,2007 -------------------------------------------------------August 15,2007 August 2-August 15,2007--------------------------------------------------August 29,2007 August 16-August 29,2007------------:-----------------------------------September 12,2007 August 30-September 12,2007 --------------------------------------------September 26,2007 September 13-September 26,2007----------------------------------------October 10,2007 September 27-October 10, 2007-------------------------------------------October 24,2007 October-11 -October 24,2007---------=------------------------------------November 7,2007 October 25-November 7,2007 --------------------------------------------November 21,2007 November 8-November 21,2007 -----------------------------------------December 5,2007 November 22-December 5,2007 -----------------------------------------December 19, 2007 December 6-December 19,2007 -------------------------------------------January 2,2008 December 20-January 2,2008 ---------------------------------------------January 16,2008 *The Building Department has 30 days to review permits. Q/FORMS/07HOUSES CHEDULE REScheck Software Version 4.1.3 Compliance Certificate Project Title: Residence @ 70 Tobey Way Report Date:04/09/08 Data filename:C:\Program Files\Check\RESchec k\Walter T.Sybertz,Trustee,70 Tobey Way Trust,W.Hyannisport.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 18% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 70 Tobey Way Wafter T.Sybertz,Trustee Walter T.Sybertz W.Hyannisport,MA 70 Tobey Way Nominee Trust P.O.Box 229 P.O.Box 229 S.Walpole,MA 02071 S.Walpole,MA 02071 508-660-2989 Compliance:0.0%Better Than Code Maximum UA:481 Your UA:481 rN ,- Ceiling 1.Cathedral Ceiling(no attic) 240 30.0 0.0 8 Ceiling 2:Flat Ceiling or Scissor Truss 2513 38.0 0.0 75 Wall 1:Solid Concrete or Masonry:Interior Insulation 2097 13.0 0.0 139 Window:WDH3052:Wood Frame,Double Pane with Low-E 103 0.330 34 Window:WDH2846:Wood Frame,Double Pane with Low-E 26 0.330 9 Window:WDH2O46:Wood Frame,Double Pane with Low-E 21 0.330 7 Window:WDH2852:Wood Frame,Double Pane with Low-E 15 0.330 5 Window:CN335:Wood Frame,Double Pane with Low-E 17 0.310 5 Window:CN34:Wood Frame,Double Pane with Low-E 20 0.310 6 Window:C15:Wood Frame,Double Pane with Low-E 20 0.310 6 Window:P3550:Wood Frame,Double Pane with Low-E 18 0.310 5 Door:3068 6 panel Ext.:Solid 20 0.260 5 Door.FWG 80611L:Glass 55 0.280 15 Door:FWSL 13611:Glass 17 0.280 5 Door:FWH 29611AL:Glass 18 0.280 5 Door:FWT 60110:Glass 11 0.280 3 Door.FWH 60611APLR:Glass 42 0.280 12 Door:2868 Flush rated:Solid 18 0.440 8 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 2753 19.0 0.0 129 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC requipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signature r �` Date Project Title: Residence @ 70 Tobey Way Report date:04/09/08 Data filename:C:\Program Files\Check\REScheck\Wafter T.Sybertz,Trustee,70 Tobey Way Trust,W..Hyannisport-sck Page 1 of 1 y 1 REScheck Software Version 4.1.3 inspection Checklist Date:04/08/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments:R-30 ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments:R-38 or better Above-Grade Walls: ❑ Wall 1:Solid Concrete or Masonry:Interior Insulation,R-13.0 cavity insulation Comments:4"Brick Veneer over 2 x 4 stud walls R-13 High R insulation Windows: ❑ Window:WDH3052:Wood Frame,Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes—No Comments:R.O.=3'-2 1/8"x 5'-4 7/8" ❑ Window:WDH2846:Wood Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:R.O.=2'-10 1/8"x 4'-8 7/8" ❑ Window:WDH2046:Wood Frame,Double Pane with Low-E,1-1-factor.0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? Yes—No Comments:R.O.=2'-2 1/8"x 4'-8 7/8" ❑ Window:WDH2852:Wood Frame,Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:R.O.=2'-101/8"x 5'-4 7/8" ❑ Window:CN335:Wood Frame,Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? Yes No Comments:R.O.=3'-5 3/8"x 5'-1 3/8" ❑ Window:CN34:Wood Frame,Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes_No Comments:R.O.=5'-1 3/8"x 4'-0 1/2" ❑ Window:C15:Wood Frame,Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes—No Comments:R.O.=2'-0 5/8"x 5'-0 3/8" ❑ Window:P3550:Wood Frame,Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? Yes—No Comments:R.O.=3'-5 5/8"x 5'-0 3/8" Project Title: Residence @ 70 Tobey Way Report date:04/08/08 Data filename:CAProgram Files\Check\REScheck\Wafter T.Sybertz,Trustee,70 Tobey Way Trust,W.Hyannisport.rck Page 2 of 5 Doors: ❑ Door:3068 6 panel Ext.:Solid,U-factor:0.260 ' Comments:Screen w/Storm inserts ❑ Door:FWG 80611L:Glass,U-factor:0.280 Comments:R.O.=8'-0"x V-11" ❑ Door:FWSL 13611:Glass,U-factor:0.280 Comments:R.O.=V-31/2"x V-11" ❑ Door:FWH 29611AL:Glass,U-factor:0.280 Comments:R.O.=2'-9"x 6-11" ❑ Door:FWT 60110:Glass,U-factor:0.280 Comments:R.O.=6'-0"x T-31/2" ❑ Door:FWH 60611APLR:Glass,U-factor:0.280 Comments:R.O.=6'-0"X V-11" ❑ Door:2868 Flush rated:Solid,U-factor:0.440 Comments:R.O.=2-10"x 6'-9"rated 45 min. Floors: ❑ Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments:incl.bedroom wing Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Cl When installed in the building envelope,recessed lighting fixtures meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder. ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table 6106.4.4.3. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed,using mastic and fibrous backing tape installed according to the manufacturers installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Project Title:Residence @ 70 Tobey Way Report date:04/08/08 Data filename:C:\Program Files\Check\REScheck\Wafter T.Sybertz,Trustee,70 Tobey Way Trust,W.Hyannisport.rck Page 3 of 5 Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: I] HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. I I Project Title:Residence @ 70 Tobey Way Report date:04/08/08 Data filename:C:\Program Files\Check\REScheck\Walter T.Sybertz,Trustee,70 Tobey Way Trust,W.Hyannisport.rck Page 4 of 5 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 _ 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Residence @ 70 Tobey Way Report date:04/08/08 Data filename:C:\Program Files\Check\REScheck\Walter T.Sybertz,Trustee,70 Tobey Way Trust,W.Hyannisport.rck Page 5 of 5 ;ISSUED THROUGH A. A. DORITY COMPANY BOSTON STREET PERMIT BOND KNOW ALL MEN BY THESE PRESENTS,That we Walter S, b�, of 70 Tobey Way; West H, a�port , MA 02672, hereinafter referred to as Principal,and United Casualty and Surety Insurance Company a corporation organized and existing under the laws of the Commonwealth of Massachusetts _ and authorized to do business in the Commonwealth of Massachusetts,as Surety,are held and firmly bound unto Town of Barnstable,MA,hereinafter referred to as Obligee, in the sum of Five Thousand dollars ($5,000.00) lawful money of the United States of America,to the payment of which sum,well and truly to be made,we bind ourselves,our executors,administrators,successors and assigns,„'firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas„the Principal has made application for a license or permit to the Obligee for the purpose of o enin and/or occii'. in'';a ublic wa pP P P g PLg P Y NOW,THEREFORE,if the`Principal shall faithfully comply with all ordinances,`rules and'regulatioiis which have been or may hereafter be in force concerning said License or Permit,and shall save and keep harmless the Obligee from all loss or damage which it may sustain or for;,which it may become liable on account of the issuance of said license or permit to the Principal,then this obligation shall be null and void;otherwise,to remain in full force and effect. " THIS BOND IS EFFECTIVE FROM March 3rd,2008 AND EXPIRES ON March 3rd,2009 unless renewed by issuance of a continuation certificate. The Surety may at any time terminate its liability by giving thirty(30)days written notice to the Obligee,and the Surety shall not be liable for any default after such thirty day notice period,except for defaults occurring prior thereto. SIGNED,SEALED AND DATED March 3,2008 By: Walter Sybertz Unite asu a Sur Ins anc ny.. Bond No. `_282487 hili At orney-in-Fac A.A.Uorih j of 'in .pan y 262 Washing n Sim t,"Suite 99 Boston;MA 02108 (617)523-2935 dip IICSIC No: 282487 UNITED CASUALTY AND SURETY INSURANCE COMPANY BOSTON,MASSACHUSETTS Principal: POWER OF ATTORNEY Walter Sybertz KNOW ALL MEN BY THESE PRESENTS: That UNITED CASUALTY AND SURETY INSURANCE Obligee: COMPANY,a corporation of the State of Massachusetts,does hereby Town of Barnstable,MA make,constitute and appoint Richard W.Crawford and Philip B.Crawford its true and lawful Attorneys-in-Fact,with full power and authority,for and on behalf of the Company as surety, to execute and deliver and Effective Date: March 3,2008 affix the seal of the Company thereto, if a seal is required, bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof,as follows: Contract Amount: N/A Any and all bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof and to bind UNITED CASUALTY AND SURETY INSURANCE Bond mount: COMPANY, thereby, and all of the acts of said Attorneys-in-Fact 1 $5,000.00 pursuant to these presents,are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile tinder and by authority of the following Resolutions adopted by the Board of Directors of UNITED CASUALTY AND SURETY INSURANCE COMPANY at a meeting duly called and held on the 1st day of July, 1993 which Resolutions are now in full force and effect: Resolved that the President,Treasurer,or Secretary be and they are hereby authorized and empowered to appoint Attorneys-in-Fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys-iqt t shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected Officers of the Company in their own proper persons. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of UNITED CASUALTY AND SURETY INSURANCE COMPANY,at a meeting duly called and held on the 1 st day of July, 1993: That the signature of any officer authorized by Resolutions of this Board and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond.undertaking,recognizance or other written obligation in the nature thereof;such signature and seal,when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,UNITED CASUALTY AND SURETY INSURANCE COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 30th day of June 2003. UNITED CAS ALTY AND RETY INSURANCE COMPANY Todd S.Carriga , esident State of Massachusetts,County of Suffolk ss.: On this 30th day of June in the year 2003 before me personally came Todd S.Carrigan to me known,who,being by me duly sworn,did depose and say that he resides in the State of Massachusetts;that he is President of UNITED CASUALTY AND SURETY INSURANCE COMPANY,the corporation described in and which executed the above instrument; that he signed his name thereto by the above quoted authority; that he knows the seal of said corporation;that said seal affixed to said instrument is such corporate seal,and that it was so affixed by authority of his office under the by-laws of said corporation. �� 9 , 0-1 Carol A.Carrigan,Notary Public My commission expires 6/20/2008 I, Timothy M. Carrigan, Treasurer of UNITED CASUALTY AND SURETY INSURANCE COMPANY, certify that the foregoing power of attorney,and the above quoted Resolutions of the Board of Directors of July 1, 1993 have not been abridged or revoked and are now in full force and effect. Signed and sealed at Boston,Massachusetts,this 3rd day Bflarch, 2008 20 O Timothy M.Cam Tr surer QUITCLAIM DEED We,Joseph E.Murphy and Linda Murphy,tenants in common,both of Sutton, Worcester County,Massachusetts for consideration paid and in full consideration of Two Hundred and Ninety Thousand Dollars($290,000.00)grant to Walter T. Sybertz, Trustee of the 70 Tobey Way Nominee Trust,under Declaration of Trust dated August 31,2007,now of 70 Tobey Way, West Hyannisport,Barnstable County, N Massachusetts,with quitclaim covenants 4'+ Q The land located at 70 Tobey Way,West Hyannisport,Barnstable County,Massachusetts and described as follows: 1~ - 6.- Lot 6 as shown on plan of land in Barnstable,MA(West Hyannisport)prepared for Norma I. Holder-Hall, Scale: 1"=60',Date: September 28,2004 and prepared by Down Cape Engineering,Inc., Civil Engineers,Land Surveyors, 939 Main Street,Yarmouth, MA 02675 and recorded in Plan Book 595,Page 19. a Said Lot 6 is conveyed together with the right to use the said Tobey Way for all purposes for which public ways are now or may hereafter be used in the Town of Barnstable in common with the Grantor and all those lawfully entitled to use the same. a� 0 Being the same premises described in the deed of Norma I. Holder-Hall,Trustee of the Norma.Realty Trust to the Grantors and recorded with Barnstable County Registry of Deeds in Book'20928 Page-i182 on April 20,2006. 1 Executed as a sealed document this'3 day of August,2007. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-31-2007 D 12:14pm CtIL: 812 Doct: 51393 Aos I Murphy V Fee: t991.80 Cons: t290?C iO0.00 i BARNSTABLE COUNTY EXCISE TAX inch_ ,_-V urphy `/ BARNSTABLE L:OUNTY REGISTRY OF DEEDS Date: 08-31-2007 3 12:14pm Ct1 : 810 Doct: 51393 Fee. $cE 1 a 20 Cons: $290?000.0" a4ye"L, THE COMMONWEALTH OF MASSACHUSE'I I'S Wss �� 3d ,2007 On this day of August 2007, before me, the undersigned notary public, personally appeared Joseph E.Murphy and proved to me through satisfactory evidence of identification, which was , ' �i� �n to be the person whose name is signed on this document in my sence as his free act and deed. me, ��ty�fi ,� Ca/dl�� o� �eQ y My Commission Expires: �Ay PV®�►� THE COMMONWEALTH OF MASSACHUSETTS ss 6 2007 On this day of August 2007, before me, the undersigned notary public, personally appeared Linda Murphy ano proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on this document in my presence as Tier free act and.deed. Before me, Mt My Commission Expires: RUTH C.COLBTJR I,NOTARY 1?UKX •ram` I MY COMMISSION EXPIRES®ECIE ER 8,2011 y V e BARNsTA � R� -13TRY OF DIE��{S . ENERG-k CONSERVATION-APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWp-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: ;, )� A �_ Site Address: ` L = print Town: so%l �- Applicant Phone: 5�- fp too -- 9 gq Applicant Signature: Date of Application: �3 -- -� z NWCONSTRUCTION: choose ON own h o o'tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R.-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 3 5 R-3 8 R-19. R-19 R-10 4 ft. 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck-Web which can be accessed at http://www.energycodes.gov/rescheck/ ADDITIONS OR'ALTERATIONS:TO.EXISTING.BUILDINGS.OVER_5 YEARS OLD*` *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall& Ceiling Area equals Formula: (100 x b_ a) SF 100 x - _ %of glazing (b) Glazing area equals SF b a _ If glazing is 40% use the chart below. If glazing: s>40 %- roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter El Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM-An addition or.alteration to an existing.building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) I ! T�eeY' way .V. viaA"9v2_-r AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7go cmR 53o1.Z.1. f Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust) .............. .............................:.: ........... 110 mph r Wind Exposure Category...................................................... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in'12 slope shall be considered a'sto Cst es -v RoofPitch ......................."-----""-".....................:................(Fig 2)..................... :/2 512:12 -- - MeanRoof Height............................................................(Fig 2).................................................?sue ft 5 33' 7 . Fi 9 3 ............................................. 5 80') Building Width,W ...........................:.....:..........................( BuildingLength, L........................:...................... ..... ......(Fig 3)..........................................:... ft 580 Building Aspect Ratio(LN1) ..........................................---"(Fig 4)......................--------.................2 5 3:1 Nominal Height of Tallest OpeningZ ...................:..............(Fig 05 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)............................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......12'.'.--' i'tZ'�!!r-t•- !GL- �S1► C A.'.." `hCAI...' .. ConcreteMasonry..................."--................................-----...... ................. 2.2 ANCHORAGE TO FOUNDATION1•3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4)............................................. �in: ✓ Bolt Spacing from endrjoint of plate ...........................(Fig 5)................................... 10 in.5 6"-12° Bolt Embedment-concrete.......................................(Fig 5)...............................................fI-in z 7° Bolt Embedment-mason (Fig 5.................. ° PlateWasher......................."--...................................(Fig 5).............................................2:3°x 3°x Y4" ✓' 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................. yr Maximum Floor Opening Dimension...................................(Fig 6).....:.................... ' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................I...................... y Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................:................................. D ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shear wall.... ......(Fig 8). ........ ................... 5 d Floor Bracing at Endwalls... „� �:.P x. .....(Fig 9)....V.. 4...��..�a-.ASS......................... �P. Floor Sheathing Type ..... „�lkt.x �.......(per 780 CMR Chapter 55).................................; Floor Sheathing Thickness ............... ...................(per 780 CMR Chapter 55 in. Floor Sheathing Fastening....::..::............:................:.. (Table 2 .. d nails at �'••.• ) _ in edge/(,�in field 4.1 WALLS Wall Height Loadbearing walls....................................:.................:(Fig 10 and Table 6)........................... ft 510, f Non-Loadbearing walls<:..::........................................(Fig 10 and Table 5).......................... ft 5 20' Wall Stud Spacing .......................................................(Fig 10 and Table 5)..................I(v in.5 247 o.c. �r Wall Story Offsets ......................................................(Figs 7&8)..........................................b ft S d f a 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.......................................................(Table 5)...................... ..ZA- c5 it 13 in. f Non-Loadbearing walls .(Table 5).............I.......: ......;N -�ft in. � Gable End Wall Bracing' Full Height Endwall Studs..........................................(Fig 10) ......... .................... WSP Attic Floor Length..............................................(Fig 11)...........................................ZA It 2N/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..........................................45�15ft 20.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ yam, or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays V—. Double Top Plate 3(l� 24n + Length Splice ��� Z'• P9t .......................................................(Fig 13 and Table 6)...................................�ft Splice Connection(no:of 16d common nails)...........:.(Table 6)................................................:.%'-f� �- � w "1 \YAL 2 �� `f Hpa�WFOO ' T � 7oT,o��' 1�• AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone • Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections ' Lateral(no.of 16d common nails).....�..�.V ...(Tables 7)..L .3...................................... 2 ✓ Non-Loadbearing Wall Connections tl -ff' Lateral(no.of 16d common nails);MP...... .4� (Table 8)........ ..................... 2 Load Bearing Wall Openings(record lap est openin but check all openings for compliance to Table 9) Header Spans SUS ��!.!/. '...:....(Table 9)................................13 It C�)in.511, w� Sill Plate Spans ... ... ... .......(Table 9)..................................4- ft O in. 511' y Full Height Studs(no. of studs)..................................(Table 9)............................................ ....IS Non-Load Bearing Wall Openings(record large§t opening but check all openings for compliance to Table 9) Header Spans4.�-"data:..ZT5d' .'...........(Table 9).................................Sft Q in. 512' 1- Sill Plate Spans.........................................................(Table 9).0Q)Ak} e*;,.........�K ft_in. 512" Full Height Studs(no.of studs)..................................(Table 9)..................................................... ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W=42•b" �. Nominal Height of Tallest Openin92 ...............................................................................1 5 6'8° ✓ SheathingType............................................(note 4)...................................................N �r Edge Nail Spacing........................................(Table 10 or note 4 if less)......................SL in. y Field Nail Spacing T Pa 9.................•...•..................( able 10).............................................. Shear Connection(no.of 16d common nails)(Table 10)............................................. . A&T Percent Full-Height Sheathing •33. Table 10 .................................................lw% 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts).................... Maximum Building Dimension, L�-$%fy'+OA'-d= • Nominal Height of Tallest Opening2...................... �5 6'8° SheathingType.........................................----(note 4)...................................................f3s[3 f. Edge Nail Spacing........................................(Table 11 or note 4 if less)...................... in. Field Nail Spacing......................:.................(Table 11).............. ...............................I?--in. Y Shear Connection(no.of 16d common nails)(Table 11)...........................:.......................7 - v' Percent Full-Height Sheathing......................(Table 11)................................................15 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding +' Ratedfor Wind Speed?... ...................................................... f....................................•-•..................••-- 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..................................................(Figure 19).............!ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...............................................(Table 12)............---...........................U=3 30lf r Lateral.............................:..............(Table 12)...........................................L=j76plf T Shear.............................................(Table 12)..........................................S=-11_) pif Ridge Strap Ccnnections, if collar ties not used per page 21... (Table 13).............................T= 2 Kplf �- Gable Rake Outlooker........................................(Figure 20)............._ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift..............................................(Table 14)..........................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type.................................................(per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness...............••-..............•••••.... ...........................................min.z 7/16°WSP ,r Roof Sheathing Fastening..........................................(Table 2).......................................................is d ,► Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade, May 22 08 05:51p p,2 T 'I 1 V C Z J�7 t S 20 or (10✓✓t a des a7 w`7 TOBE Y 141A Y' (35 �t!DE= PR/I/A TE) �1} ORAAVAC£ `4 FA-S�MFNT h N J42 29 9'J o o-FARMS MUST _ S8 1'S0"E PLAN e0ar 505 PAC-,J8 20.0' — — — — — - — — — Z�J 401.32' eW P/aPossd BIJ. Cone Oriwwpy �. JOOO' vo EO Ok£tCJNG SEE SEPTIC PLAN l N /F£L JABS SULLIVAN ENGlNEE.F 0' DATED MARCH 24, rev. HROUGH loll 2 ` - . � 19. 17. LOT #6- 0' I 44,554t S.F. �ll PLAN BOOK595 PACE J9 Qc 339:51' o _ S8554 27 N/F IWAIA J NOI DER—HALL "�I\!{ N f May 22 08 05:51 p p,3 r � ZONE: RES A AREA(min.): 4J.560 S.F. FRONTAGE(min,): 20 FT MDTH(min): 100 FT SETBACKS: . FRCNT— 20' SIDE— 70' REAR— 10' OVERLAY 01STRICT- AP-AQUIFER PROTE•CT70N DISMCT SHOW ON PLAN DATED APRIL 1993 ASSESOR5 PARCEL: NAP 246 PARCEL 082-001 FLOOD ZONE- ZONE C - _ COMMUNITY-PANEL /250001 0008 D DATED JULY Z 1992 - REVISIONS: No. DATE cg?(r^d) 1 2-20-08 Drivewcy PROJECT TITLE: PROPOSED DNIELLING LOCA77ON 3 FOR SYBERTZ RESIDENCE o P d'SUSANN£SAL VAS o #70 TOBEY WAY H YANNISPORT, MA 1.62' Ca(f d) ;1,50"W PREPARED FOR: � S 7R- PO 80X 229 (40' WIDE— PUBLIC) S. WALPOLE,, MA 02071 The DECELLE Group PA'OP'ESSfONAL ENGINEERS PROPESSMNAL SURVEYORS . 11E MDEPENDENCE AVENUE QVINCT,,NA 02160 Ielsl�oe-sIo�DT 1eI»soaato.T.Tr! W. ^ DATE: AUGUST 16, 2(107 w. :fit dR FIELD WORK BY: CHECKED BY: LIMO Cs -- COMP./DESIGN: JSD SCALE: 1' = 30' dk JOB NUMBER 1 r0.001 SHEET 1 OF 30 15 0 30 60 91/27/299`J 1'L:.3l9 1b0JLILDLI7I GUY MESSIER RESIDENTIAL DESIGN 978-664-0161 148 Park Street • Rt. 62 • North Reading, MA 01864 9 9 lob, of TM tAMbf- STW"ca"ryjM , i £h 6 130 uF BARNS*SABLE r TOBEEY WA' Y i : '1 ' (35' W/DE— PR/VA TE) DRAINAGE �o :•� 29 a CB(!nd) 3 EASEMENNT J42 h ~ N NIF WASHINGTON FARMS TRUST .. S86 51'50'E PLA BOOK 505 PAGE 18 - 401.32' 20.0' 29. NO 8' il� I 24.0 76.0' 'T O N - h 10.0 n� O .N h EX/SANG FOUNDA AON a 2 0 70F 40.6' 129.9 h 28 T v n` 1105' a J52' LOT #6 2' l9 44,554t S.F. } PLAN BOOK 595 PAGE.19 SETBACK LINE TYP ^9 L _ N 60.62' CB(!no) 339.51' o J to N865150"W S85 54 27 E o 0 3 41 Lki o Q N/F NORMA /HOLDER-HALL //�E S T N N OI CERTIFY THAT THIS FOUNDAT/ON (40' W/DE— PUBLIC) I LOCARON CONFORMS WITHT THE HORIZONTAL 1 DIMENSIONAL REQUIREMENTS FORM THE TOWN p(� OF BARNSTABLE. The ��P�t� of MAss9�ti FOUNDA nON AS—BOIL T PLAN DECELL LAWRENCE l'� FOR Group W. DE No. LE,915 9158 JR SYBERTZ RESIDENCE PROFESSIONAL ENGINEERS PROFESSIONAL SURVEYORS No. #70 TOBEY WA Y 149 INDEPENDENCE AVENUE qN0 SU{tVE��� HYANNISPORT QUINCY,MA 02169 MA (617)405-5100(0) (617)405-5101(F) SCALE 1 = 50" JUNE 19, 2008 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Of, — 66 Permit# Health Division —/07�� Z1 S� Date Issued _ Conservation Division /""�{� 4 Y� fe II/J414�/d,6 —4y sdl fffdj PE Fee SEPTIC SYSTEM MUST BE Tax Collector (� INSTALLED IN COMPLIANCEAPPlication Fee _ C Treasurer WITH TITLE 5 ENVIRONMENTAL CODE AND Planning Dept.�}R MA- — 1 t TOWN REOLILATIO eked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis �o R"ip D ` aim Project Street Address - 70 V Cl) W t4y, Cs� tan-, C ) PEA _ Village - `t' 11 y41Viv S u�_ Owner—Lill. f4,. .r L iud i 1 1 ul �r Address UT/ O k, 4 f� Telephone 1)D J Permit Request X ./�[_Off s7�l7,/e-l ~ — c x i Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Za Total new y z� Yra */Valuatiort �� Zoning District Flood Plain Groundwater Overlay Construction Type S 50,1; r� Lot Size A nU didle S . Grandfathered: ❑Yes ❑No If yes, attach supportingf cumentation. 4 Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) C? Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Hig way: O;Y,es ELI No Basement Type: ['Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: CJJ Gas ❑Oil ❑ Electric ❑Other d 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 t/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 UILDER INFORMATION y GG ame Telephone Number Address License# l Home Improvement Contractor# . Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE " d D� t FOR OFFICIAL USE ONLY PERMIT NO. , DATE ISSUED MAP/PARCELINO. , n J _ ti I ADDRESS., -• VILLAGE OWNER DATE OF INSPECTION: t v; tit FOUNDATION r;t FRAME C) `> m c INSULATION- rn0hz � FIREPLACE Q cry . . ELECTRICAL::, REKJGH FINAL ' PLUMBING: r' r''ROUGHi FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED�OUT , ASSOCIATION PLAN NO. I� I � CompanyVUestern Surety POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts,Michigan,Minnesota, Mississippi,Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma,.Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T.Bruflat Of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign, execute,acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One T, k P Rom, si fined bond with bond number 14819435 for Joseph and Linda Murphy as Principal in the penalty amount not to exceed: $ 1,500.00 Westem Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: I Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 3 rd day of April 2006 ATTEST WEST /BURET COMPANY By G.✓� L.Nelson,Assistant Secretary : Paul T.Bruflat enior Vice President ry444���E86#Oispgg @x T),$ , STATE OF SOUTH.DAKOTA ssp .p COUNTY OF MINNEHAHA ga$s�r D1 On this 3rd day of April 2006 before me,a Notary Public,personally appeared Paul T.Bruflat and L.Nelson who,being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary-act and deed of said Corporation. - }ai40g6a'e�i�i�i�ihe+roh�v4�oo�iyaaby} r D. KRELL 8 8 SEAL NOTARY PUBLIC SE Ir da�SOUTH DAKOTA s }gh�hh�hhw�yh�,chh�gy�whw} Notary Public My Commission Expires November 30,2006 *s Form F1975-3-2006 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 3rd day of April 2006 before me,the undersigned officer, personally appeared Paul T.Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. F404Fa Pave hereunto set my hand and official seal. S. PETRIK y ^EAL NOTARY PUBIC r SOUTH DAKOTA SEJ1Lf ary Public-South Dakota �4bbb44444444bbbbbbbbbb4 My Commission Expires August 11,2010 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public O W U o a -.i zz � E Q C) o b 0 V w z ►a o 0 co a o V) TOWN OF BARNSTABLE Building Department - Foundation Permit Date s- ��-o� Permit # Name u-� . s Y kE27- Z Location 7aRc- Y WA y � f/ `/ mr� Insp. of Bldgs. Town of Barnstable ' ` Regulatory Services wr M$ Thomas F. Geiler, Director a63q. 1m Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 E ' Fax: 508-790-6230 Building Permit Procedures for a New House ❑ f lot does not comply with minimum lot size in effect at time of application,an attorney's affidavit attesting to a title examination of the abutting lots,with supporting documentation certifying compliance with any subsection of§240-90 of the Zoning Ordinances, shall be submitted.,(Copies of subsections available upon request) 407" /U6&-7>�lb Map and Parcel number The following departments must approve the Building Permit application and can be obtained at 200 Main Street: Q90> [En ' eering/Survey Section (located at 367 Main St.,Town Hall Building,3rd floor) Ith Department (8:00—9:30 AM&3:30—4:30 PM) 4 C ervation Department(8:00—9:30 AM& 3:30—4:30 PM) 1 ning Department - o r surer Ian of Record recorded at the Regist of Deeds showing the date the lot was established,its area and boundaries l{/-�Vnt � Site Plan must also be submitted showing the location and setbacks of existing/proposed struct s,septic,parking,etc. of ed at II ners up. ❑ His 'c Distric ommissio , 200 Main Stredt, approval required prior to submission of permit plicat on for ons uction/ ---I' m liti y properties located in a Historic District: • Id 'ngs Highwa t ic District(north of the Mid Cape Highway) • annis Main Stre t rfront Historic District(See map for boundaries) • Historic Preservation(if applicable). ❑ If ZBA relief(Special Permit or Variance)for project: ❑ Copy of decision ❑ Documentation that decision was recorded at the Registry of Deeds within one year from date of ZBA decision date �ermit must contain complete owner information, full description of project,correct square footage of project,.valuation of project, (must agree with Total Cost from Project Worksheet)building detail for As essor's Office, complete builders information, including signature and date of application. Five sets of house plans measuring 11"x 1711,scaled 1/4"= 1' & fully dimensionalized are required. Plans must include a foundation, cross section, framing schedule, insulation detail&floor plan showing location of smoke detectors(locate with a Red `S'.) *****If using engineered lumber and/or structural steel,engineering data must be provided. Workers Compensation Insurance Affidavit must be submitted for any workers hired. Copy of Insurance Compliance Certificate ust be o file. !! L��Estimated nergy Compliance Form � Q. �e C , Project Cost Worksheet/Fee Sheet OLL�-�Affidavit of Financial Interest: item 46 should equal zero ❑ Construction Supervisor's License-copy must be submitted unless homeowner is applying for {� ermit. ❑ verify expiration date All homeowners acting as general contractor or doing all the construction work themselves must fill ,/out the Homeowner License Exemption Form. Performance bond ($4.00 per foot of road frontage)must be with application. Road bond is a .nable from your insurance agent. The Town does not accept cash bonds. Signature of Principal is required. A NON-REFUNDABLE Application fee of $100.00: due upon receipt of application number. Permit fee($4.10/$1000 of value)• Che ❑ P us sign Property Owner Letter of Permission if using a contractor. Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission Q:forms:R_new 1 Revised 101106 -P ' 'L": RECEIPT 8L.E I+1�T.n 15E.PAi�iMENT ttYiTflP �' MBA D260`1. ,OATS ._10(23),Q6; n TIME: "a 14.:4 . - -.TDTA'L.S= Y - --- PER_MII $ PAID,. 1,0,0.00 AMi` TENDE:RED : �� .. ,•`1OQ a0 ' ., AMT APPLIEb, 100'.00 �'..� r APPLUATION IUMBER: 21664089..`., PAYMENT METH: . CN �Ck PAYMDT,�REF ���� dd TOWN 0 AR TABLE BUILDING PER 1'�I1 TION G Map Parcel ® � 6® � Applica'on# v Q Health Division V Conservation Division '—" .� Permit Tax Collector �(`� Date ssued Treasurer v ® lication Fee d �i Planning Dept. Permit Fee Date Definitive Plan Approved by PI nning Board Historic-OKH Pre ervation/Hyannis Project Street Address 70 Village Owner Address Teleph a Permit Re uest Square feet: 1 st floor:existing — proposed 2nd floor:existing./G proposed Total new�/� ��` Y Zoning District Flood Plain Groundwater Overlay ProjectValuation.lwk Construction Type.., Lot,Size 4��/'P,S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family &I" Two Family ❑ Multi-Family(#units) Age of Existing Structure 1)eu) Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ill ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new o2 Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new �7 First Floor Room Count Heat Type and Fuel: was ❑Oil ❑Electric ❑Other Central Air: &Yes ❑No Fireplaces: Existing New l Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing drew 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 BUILDER INFORMATION _ Name Telephone Number P6J 9 Address License# ci� : ��/ �� � Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE h-' �� "� V 3 .aKy FOR OFFICIAL USE ONLY : r PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE , I OWNER i DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: _ ,ROUGH FINAL f FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN NO. r` i fir.. n^+.hutt=t.; rfp w(`, fw tot za a titRN,..,,.sa 24 h k u _ * t ..6ra - x u r ,M. ,',;,s '�,- S y S.'� fir.,' 'Sn p.t - '\ a ,� '•w k k! ` D 4 a'r r :/:/F��14,". '{�1"f�(/t/ t'J; r l lx�, r yr s: N'r ttE tl,. F//.�i t su �i,/i}�//g�y l: /,,r t g i i7�,"/,�-,,,I,,`(/-.f /i Kt ,1."I)�."1-4.."��.t.d,;.I"�1I,."',;�..;,,,s.,-,,1i,:. ,"�"::.�.I.I",,."��.��",e��I_%I:t-._-.;-,,e.'_1..:..',;A:�.,,/I�,I..�,"'--',_,.,...,_0I.�.,.,..--."_..�-1,1..)",--",.�'�I.;,: ,,1.-,._%,.1.;,-...-,I,-"�I-��"".*11.���1.,1.,�1 i.-";N,."�;,-,.-:I..�.'�� ,�I,,.1..�1 1�`—.1..:.'�...."I�17:�I�."-,:.1,��.I. /Att fin :t r�„�. t . t.w a=w Sr ti�!{ Y rA.,� .^'•,/:— 11�., •`. !/�/' /`f, ; O:G��',�V.�. �`.1 t K.*/.;,' '' �", /' i ` tis` s ,.;.'�:� t TOWN;O BARNSTABLFBPUILDING;RERIVI:ITAP;PLICATION �,;� y�� j.� �?G�f/,� " ' c �. . ,,,.^a¢-r, ;Yi t. 4 -� 1 r4 �, x. � -.,. ,7 `\ t t s " w t t r ' A Map �v' nl'�1� t t ' Parcel V`�I t., r , i '. ' Application# 7LL / ' i... - .3 p ..+ { C 1J },4- r - - r 1 x. 1 V t P Health Division y , S A , � .1 r ;Conservation Division } / Permit# °l Tax Collector , Date Issued r t/ ,.Treasurer t* / , Apphcat)on Fee0 Planning Dept / n (� t\ Permit Fee- `V , ;.Date Definitive Plan Approved by Planning Board ' ' . I � = Historic OKH� Preservation/Hyannis r 4` , \ 1 Pro)ect'Street�Address °y 6u,I" fin . .f'f0 •� s` � {:r :,' r/ 1 f !t ./. , ,.Village ;� f C1_ " U y Owner-fig y/.. �/ 1�� t o U ala;f..71 /,/ Address =i' C Xi i� '��," , ti Telephone /. a 0 L /' " Permit Request r, / .G(/ \/ir1 l�.�C,(� .�i»,�. :4!�--r. `;ti ., / YJ'. s t ! .. . H 'W ! 1� a 1 S� :. r �,,,� �- Square feet-1st floo A ting/1 r proposed 2nd floor existing % 11' proposed . :Total new ` ., - r „ Zornng District Flood Plarn`� r{� Groundwater Overlay . ''' c a f,, Pro ec4 Va ua ion ok Construction`T e „ r,$ � 'Y ._YP 1C' y,\ � , .., wtf . i wS•'' i,:t. , v , s ;- "'°rw.«,—o+M,,.�'<, ,. A.4` ,`"� j ..,..,, , ' ' Lot;Size / , i .'_ Grandfathered . ❑'Yes ❑`.No �If-yes,.attach supporting�documentation '.a f i t Dwelling Type Single Family `❑' , Two Family.',O Multi Family(#'units) t y •;,:(n n,Fg"`fi'xs , ;;.,;;wti a'I�t*'�,r- :.M s .: r. ._'. .'•, 1 Age of.Existrng::Structure ���Q Historic House ,❑'Yes "❑No; ;On Old Kng's Highway ❑Yes ; ❑No , t - , . Basement Type O'_Full O Crawl':. ❑Walkout : ❑.Otherm '' 3aseme4nt Finished Area(sq ft:) `M .1 1`4 ,Basement Unfinished Area(sq.ft) . B ; = Number:of Baths Full existing :,new 4- Half.existing ..new f 5.. ,y :. . - ,, t , Number oftBedrooms: existing new �' .. :' . ' <. - - Total Room Count(not including baths):existing ` new _ r. First Floor Room;Count � ,. . . .. t .: Heat.Type`and Fuel:'•O Gas ; ❑OiI" O,Electric` ❑Other , . Central Air q"Yes ❑ No Fireplaces Existing' New / Existing wood/coal stove ?❑Yes:: ❑No Z , Detached garage ❑:existing O news size Pool:O existing ❑,new size _ Barn ❑existing O,new .size Attached garage ❑existing O e ,'size }S} hed 4O existing ❑new size . -` Other R 'y t { ,6 1i' i - IV. i ,3 t t / ' r ; •ice':�f' .. ' _ .. - K+ onmg'Boa d of-Appeals Autfionzation_ ❑ Appear# Recorded❑ _ - . ..,: ., - - , , . Commercial'.Oyes ❑ No;= If. "es, site lan review# y I? ,Y .,Current"Use ! � .,, =n r .,'tk. r� -,.':;r r . Proposed Use "," r , .;, y r C! J'1 X//. x�tom.�>✓/ r" - .r. ( C: ( k J.'' ;. BUILDER INFORMATION' ) r: i' ?' Name Xc_ v ✓.�.L?��i,� ..:Telephone Number � �' ' G i / ,� yr + l/ n �4 Address �.CJA. i, 11 License"# r .. ./ - .. , , ' , "�i� , /Z: ', yHome Improvement Contractor# - } -.vW k n : z, ' a ., _ .: er's . .jI,.-'.��,'i�.�.,�-�1�""�-.-!,,,.,�,.1;:.-.,:_-1,--",�.j,11�-,I;��,-:I-,..,._"�1,v'I-A;,t�.;�,.1!..",�T.5�:,�..r',l,.�-,��11".'..,:II�t�-',,.7 AR�,�-.,_-t..,:`,,_�t,I-1'I-I,"�,"I1'-�;:..r.:�/Z,,,,�`b.1.�%,I��,".,`I.:.!,�;,��,'..,—I�,-._1,.,.�-.�,.',—.�.,.-, or Compensatio # + St - _ . , ,. `. 'ALL':CONSTRUCTION DEBRIS RESULTING FROM THIS.PROJECT WILL_BE TAKEN TO'' , L )` / \ SIGNATURE2L /./.E-� GfiZiJ`� TE: �� '' " ., r /a a v f 3 DA�/ ` {' ` . _. ,.. _. .. h i 11 k iS'Ya any. ,f n,Yi, 1fi"0 r}y�7 _ FOR OFFICIAL USE ONLY n � PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office.of Investigations, , d 600 Washington Street Boston, MA 02111 ` °�M S�•'y www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: T i City/State/Zip: 46 Td7"1 . Phone #: Are you an employer? Check the appropriate box:. Type of project(required):, 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or parwer- listed on the attached sheet $ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. I9. ❑ Building addition [No workers' comp. insurance 5. El We are a corporation and its r uired.] officers have exercised their 10.❑ Electrical repairs or.additions 3. I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other' COMP. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy infoTmation. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORD ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un er the pains and penalties of perjury that the information provided above is true and correct Signature: Dater Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work�on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone numbers)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pern it/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street " Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26705 www.mass.gov/dia I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE G G f square feet x$96/sq.foot= l 0 S x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus fro;n below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= o20 76 x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck X oZ !`x$30.00= (number) (Firepl�aceXhininey nQ x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 Annie+uan teoaranaea) Preaeriptive Packages for One and Two-Famiiy ResidentW.Baildinge Nested with•Foaa9 Fuel. MAXIMUM MINIMUM - Glazing Glazing Ceiling Wall Floor Basement : Slab Heatial/Cooling A=' U-value= R-value' R-value R-value' Wall Perimeter Equipment EMcieucy' Package R-value' R-value' 9701 to 6500 Heating Degree Daye 12% 0.40 38 13 I9 10 6 Nomral R 12% 0.52 30 19 19 10 6 Nonnal S 12% 0.50 38 13 19 -10 6 85VUE T 15% 036 38 13- 25 WA NIA Normal- U 15% 0.46 38 19 19 10 — 6 6 Normal V 15% 0.44 38 13 25 NIA N/A 85 AFUE - w 15% 0.52 30 19 19 10 6 85 AFUE X IS% 032 38 13 25 N/A NIA Normal T 186/4. 0.42 38 19 23 N/A NIA Normal t 18% 0.42 38 13 19 10 6 90 AFUE 1AA 19% 0.50 30 19 i9 i0 6 90AFUE 1. ADDRESS OF PROPERTY: rob-p- &O 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): _ .5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES:. NO: q-forms-®50303a Affidavit of Substantial Financial Interest 1, of , on oath dep se and state as f ows•. 1. I am an applicant for a building permit for the property located at Map �" Parcel C�q���. The address of the property �s 7 2. 1 have/4 D % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is/D _a —6 4 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted Q_ building permit applications for property in which I have a 1% or greater legal or equitable interest.. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted D building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of per* , this da of&4 200_� 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT NEW HOUSE SUBMITTAL SCHEDULE If Submitted By Will Be Issued On November 24-December 7, 2005--------------------------------------December 21, 2005 December 8-December 21, 2005-------------------------------------------January 4, 2006 December 22, 2005-January 4, 2006---------------------------------------January 18, 2006 January 5-January 18,2006--------------------------------------------------February 1, 2006 January 19-February 1, 2006-----------------------------------------------February 15, 2006 February 2-February 15,2006--------------------------------------------------March 1, 2006 February 16-March 1, 2006----------------------------------------------------March 15, 2006 March 2-March 15,2006-------------------------------------------------------March 29,2006 March 16-March 29, 2006-------------------------------------------------------April 12,2006 March 30-April 12, 2006---------------------------------------------------------April 26,2006 April 13-April 26,2006------------------------------------------------------- ----May 10,2006 April 27-May 10,2006--------------------------------------------------------------May 24, 2006 May 11-May 24, 2006---------------------------------------------------------------June 7,2006 May 25-June 7,2006----------------------------------------------------------------June 21,2006 June 8-June 21,2006------------------------------------------------------------------July 5, 2006 June 22-July 5,2006-----------------------------------------------------------------July 19,2006 July 6-July 19,2006---------------------------------------------------------------August 2,2006 July 20-August 2, 2006----------------------------------------------------------August 16,2006 August 3-August 16, 2006------=---=--------------------------------------------August 30,2006 August 17-August 30, 2006-------------------------------------------------September 13, 2006 August 31-September 13, 2006---------------------------------------------September 27, 2006 September 14-September 27,2006--------------------------------------------October 11, 2006 September 28-October 11, 2006-----------------------------------------------October 25,2006 *October 12-October 25,2006-------------------------------------------------November 8, 2006 October 2644ovember 8, 2006----------==---------------------------------November 22, 2006 November 9-November 22, 2006---------------------------------------------December 6,2006 November 23-December 6, 2006--------------------------------------------December 20, 2006 December 7-December 20, 2006-------------------------------------------------January 3, 2607 December 21-January 3, 2007--------------------------------------------------January 17, 2007 q:forms/06newhouses ched Town of Barnstable Regulatory Services B�AAN.� MASS. e g Thomas F.Geiler,Director Ec 119� 6 Building Division Tom Perry, Building Commissioner - 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must - Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name QTORMSDV NERPERMISSION THESE ARE NEW FORMS ISSUED BY THE AERONAUTICS COMMISSION. IF YOU ARE USING A CRANE FOR THIS PROJECT, YOU MUST COMPLETE THESE FORMS., ANY QUESTIONS, PLEASE CALL THE AIRPORT AT (508) 775-2020 r The Commonwealth o.f Massaeh usetts For Office Use Only ° Airs AERONAUTICS COMMISSION paoeAnalysis tni6als ❑ Comments Received REQUEST FOR AIRSPACE REVIEW ❑ AIMS Updated MAC File No.: FAA File No.: (For reference only) Notice is required by 780 CMR(Code of Massachusetts Regulations) 111.7,Hazards to air navigation. Pursuant to Massachusetts General Laws(MGL)Chapter 90,Section 35B,the Massachusetts Aeronautics Commission(MAC)agrees to perform an AIRSPACE ANALYSIS and render a determination for the project listed below. IMPORTANT: All shaded areas must be completed. Sponsor(include name address&telephone number): Sponsor's Representative(same data if applicable): Project Description(please type or print clearly): Location,Height&Elevation Data: Nearest City,State: Degrees Minutes Seconds Latitude Longitude Datum ❑MAD 83 or ❑NAD 27 Site elevation above MSL(ft.): mst Maximum height above ground(ft.): agl REQUIRED: Attach 8%x 11 inch map(e.g.USGS Quad sheet)showing location of project Maximum elevation above MSL(ft.): msl Nearest Public-Use Aviation Facility: Print'or type,below,the name of person filing this request f6f review. Signature Date. ****************DO NOT WRITE BELOW THIS LINE — FOR MAC OFFICE USE ONLY **************** MAC's AIRSPACE ANALYSIS concludes the following: Closest Runway: Distance from RW end: Offset from RW CL: ❑Left ❑Right ❑ Project violates MGL Ch.90, §35B by ft. .[Runway Horizontal Plane-3,000'x 2 Statute Miles,150' above RW] ❑ Project violates MGL Ch.90, §35B by ft. [Runway Approach Plane-3,000' x 3,000' @ 20:1 slope] ❑ Project violates 702 CMR,§5.03(1)(a)by ft. [Runway Approach Plane/Land-500' x 10,000'@ 20:1 slope] ❑ Project violates 702 CMR,§5.03(2)(a)by ft. [Runway Approach Plane/Water-500'x 10,000' @ 20:1 slope] ❑ Project does not violate MAC Airspace Laws or Regs. MAC hereby issues the following DETERMINATION: ❑ Permit is required*pursuant to MGL Ch.90,§35B,for: ❑ Runway Horizon tal'Plane ❑ Runway Approach Plane *Sponsor must submit a separate written request for a MAC Airspace Permit. Request should be addressed to MAC Chief Legal Counsel,Massachusetts Aeronautics Commission, 10 Park Plaza,Room 6620,Boston, MA 02116-3966 ❑ Permit is not required pursuant to MGL Ch.90, §3513 ❑ No violation of Laws or Regs ❑ Ch.90 violation=30'agl ❑ MAC has the following additional concerns: ❑. FAA Standards ❑ Noise ❑ Traffic Pattern ❑ Wildlife ❑ VFR Route ❑ Other This determination is based on the foregoing description of the proposed project including the location;height and elevation data provided by the Sponsor. Any change in the data provided to the MAC from that which is shown herein will render this determination null and void and will necessitate a new request for review. Mgr,of Airport Engineering,Massachusetts Aeronautics Commission Date MAC Form E-10 Last Revised December2000 ease-T ,2e or Print on This Form Form Ap roved OMB No.2120-0001 Failure To Provide All Requested Information May Delay Processing of Your Notice FOR FAA USE ONLY Aeronautical Study Number S.Departmem of Transportation Notice of Proposed Construction or Alteration !deral Aviation Administration Sponsor (person, company,etc.proposing this action): ° tn.of: „ 9.Latitude: �r ° Jdress: 10.Longitude: 11.Datum: ❑NAD 83 ❑NAD 27 ❑Other ity; State: Zip: 12.Nearest: City: State: aIephone: Fax: 13.Nearest Public-use(not private-use)or Military Airport or Heliport: Sponsor's Representative (if other than#1) [tn.of: ame: 14.Distance from#13.to Structure: ddress: ity: State: Zip 15.Direction from#13.to Structure: 16.Site Elevation (AMSL): ft elephone; Fax: 17.Total Structure Height(AGL): ft• Notice of: ❑New Construction ❑Alteration ❑ Existing 18.Overall height(#16.+#17.) (AMSL): ft. Duration: ❑Permanent ❑Temporary( months, days) 19.Previous FAA Aeronautical Study Number(if applicable): Work Schedule: Beginning End -OE Type: ❑Antenna Tower ❑Crane ❑ Building ❑Power Line 20.Description of Location: (Attach a USGS 7.5 minute ❑Landfill ❑Water Tank ❑Other Quadrangle Map with the precise site marked and any certified survey.) Marking/Painting and/or Lighting Preferred: ] Red Lights and Paint ❑Dual-Red and Medium Intensity White ]White-Medium Intensity ❑Dual-Red and High Intensity White ]White-High Intensity ❑Other FCC Antenna Structure Registration Number(if applicable): 1.Complete Description of Proposal: Frequency/Power(kW) lotice is required by 14 Code of Federal Regulations,part 77 pursuant to 49 U.S,C.,Section 44718. Persons who knowingly and willingly violate the notice )quirements of part 77 are subject to a civil penalty of$1,000 per day until the notice is received,pursuant to 49 U.S.C.,section 46301 (a). hereby certify that all of the above statements made by me are true, complete, and correct to the best of my knowledge. In addition, I agree to lark and/or light the structure in accordance with established marking and lighting standards as necessary. late Typed or Printed name and Title of Person Filing Notice Signature NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION 77.13 Construction or alteration requiring notice. §77.15 Construction or alteration not requiring notice. i) Except as provided in§77.15,each sponsor who proposes any of the following No person is required to notify the Administrator for any of the following construction instruction or alteration shall notify the Administrator in the form and manner or alteration: rescribed in§77.17: (a)Any object that would be shielded by existing structures of a permanent and (1) Any construction or alteration of more than 200 feet in height above the substantial character or by natural terrain or topographic features of equal or greater round level at its site. height,and would be located in the congested area of a city,town,or settlement (2) Any construction or alteration of greater height than an imaginary surface where it is evident beyond all reasonable doubt that the structure so shielded will Ktending outward and upward at one of the following slopes: not adversely affect safety in air navigation. (i) 100 to I for a horizontal distance of 20,000 feet from the nearest point of the (b)Any antenna structure of 20 feet or less in height except one that would increase nearest runway of each airport specified in paragraph(a) (5)of this section with the height of another antenna structure. at least one runway more than 3,200 feet in actual length,excluding heliports. (c)Any air navigation facility,airport visual approach or landing aid,aircraft (ii)50 to 1 for a horizontal distance of 10,000 feet from the nearest point of the arresting device,or meteorological device,of a type approved by the Administrator, nearest runway of each airport specified in paragraph(a)(5)of this section with or an appropriate military service on military airports,the location and height of its longest runway no more than 3,200 feet in actual length,excluding heliports. which is fixed by Its functional purpose. (iii) 25 to I for a horizontal distance of 5,000 feet from the nearest point of the (d)Any construction or alteration for which notice is required by any other FAA nearest landing and takeoff area of each heliport specified in paragraph (a) (5) regulation. of this section. §77.17 Form and time of notice. (3)Any highway, railroad, or other traverse way for mobile objects, of a height (a)Each person who is required to notify the Administrator under§77.13(a)shall ihich, if adjusted upward 17 feet for an Interstate Highway that is part of the send one executed form set of FAA Form 7460-1,Notice of Proposed Construction lational System of Military and Interstate Highways where overcrossings are or Alteration,to the Manager,Air Traffic Division,FAA Regional Office having esigned for a minimum of 17 feet vertical distance, 15 feet for any other public jurisdiction over the area within which the construction or alteration will be located. )adway, 10 feet or the height of the highest mobile object that would normally Copies of FAA Form 7460-1 may be obtained from the headquarters of the Federal averse the road, whichever is greater, for a private road, 23 feet for a railroad, Aviation Administration and the regional offices. nd for a waterway or any other traverse way not previously mentioned,an amount (b)The notice required under§77.13(a)(1)through(4)must be submitted at least qua[ to the height of the highest mobile object that would normally traverse it, 30 days before the earlier of the following dates- could exceed a standard of paragraph(a)(1)or(2)of this section. (4)When requested by the FAA,any construction or alteration that would be in (1)The date the proposed construction or alteration is to begin. n instrument approach area (defined in the FAA standards governing instrument (2)The date an application for a construction permit is to be filed. pproach procedures) and available information indicates it might exceed a However,a notice relating to proposed construction or alteration that is subject to tandard of Subpart C of this part. the licensing requirements of the Federal Communications Act may be sent to the (5)Any construction or alteration on any of the following airports (including FAA at the same time the application for construction is filed with the Federal eliports): Communications Commission,or at any time before that filing. (1)An airport that is available for public use and is listed in the Airport Directory (e) A proposed structure or an alteration to an existing structure that exceeds of the current Airman's Information Manual or in either the Alaska or Pacific 2,000 feet in height above the ground will be presumed to be a hazard to air Airman's Guide and Chart Supplement. navigation and to result in an inefficient utilization of airspace and the applicant has (ii)An airport under construction,that is the subject of a notice or proposal on the burden of overcoming that presumption. Each notice submitted under the file with the Federal Aviation Administration,and except for military airports, is pertinent provisions of this part 77 proposing a structure in excess of 2,000 feet clearly indicated that that airport will available for public use. above ground, or an alteration that will make an existing structure exceed that height, must contain a detailed showing, directed to meeting this burden. Only in (III)An airport that is operated by an armed force of the United States. exceptional cases,where the FAA concludes that a clear and compelling showing. �) Each sponsor who proposes construction or alteration that is the subject of a has been made that it would not result in an inefficient utilization of the airspace otice under paragraph(a)of this section and is advised by an FAA regional office and would not result in a hazard to air navigation,will a determination of no hazard iat a supplemental notice is required shall submit that notice on a prescribed form be issued. be received by the FAA regional office at least 48 hours before the start of (d) In the case of an emergency involving essential public services, public health, onstruction or alteration. or public safety that requires immediate construction or alteration, the 30 day :) Each sponsor who undertakes construction or alteration that is the subject of a requirement in paragraph(b)of this section does not apply and the notice may be otice under paragraph (a) of this section shall, within 5 days after that sent by telephone;telegraph, or other expeditious means, with an executed FAA onstruction or alteration reaches its greatest height,submit a supplemental notice Form 7460-1 submitted within five (5) days thereafter. Outside normal business n a prescribed form to the FAA regional office having jurisdiction over the region hours, emergency notices by telephone or telegraph may be submitted to the evolved,if- nearest FAA Flight Service Station. (1)The construction or alteration is more than 200 feet above the surface level (e) Each person who is required to notify the Administrator by paragraph(b)or(c) ,f its site;or of§77.13, or both, shall send an executed copy of FAA Form 7460-2, Notice of (2)An FAA regional office advises him that submission of the form is required. Actual Construction or Alteration, to the Manager, Air Traffic Division, FAA Regional Office having jurisdiction over the area involved. ADDRESSES OF THE REGIONAL OFFICES llaska Region Eastern Region Northwest Mountain Region Southwest Region tK DC,DE,MD,NJ,NY,PA,VA,WV CO,ID,MT,OR,UT,WA,WY AR,LA,NM,OK,TX Jaskan Regional Office Eastern Regional Office Northwest Mountain Regional Office Southwest Regional Office ,ir Traffic Division,AAL-530 Air Traffic Division,AEA-520 Air Traffic Division,ANM-520 Air Traffic Division,ASW-520 22 West 71h Avenue JFK International Airport 1601 Lind Avenue,SW 2601 Meacham Boulevard anchorage,AK 99513 Fitzgerald Federal Building Renton,WA 98055-4056 Fort Worth,TX 76137-0520 .el:907-271-5893 Jamaica,NY 11430 Tel:425-227-2520 Western Pacific Region 9;entral Region Tel:718-553-2616 Southern Region HI,CA,NY,AZ,GU A,KS,MO,NE Great Lakes Region AL, FL,GA,KY,MS,NC,PR, Westem-Pacific Regional Office :entral Regional Office IL,IN,MI,MN,ND;OH,SD,WI SC,TN,VI Air Traffic Division,AWP-520 sir Traffic Division,ACE-520 Great Lakes Regional Office Southern Regional Office 15000 Aviation Boulevard ,01 East 12th Street Air Traffic Division,AGL-520 Air Traffic Division,ASO-520 Hawthorne,CA 90260 ,ansas City,MO 64106 2300 East Devon Avenue 1701 Columbia Avenue Tel:310-725-6557 el:816-426-3408 or 3409 Des Plaines,IL 60018 College Park,GA 30337 Tel:847-294-7568 Tel:404-305-5585 New England Region CT,MA,ME,NH, RI,VT New England Regional Office Air Traffic Division,ANE-520 12 New England Executive Park FAA Form 7460-1 (2-99) Burlington,MA 01803-5299Tel:781-238- Supercedes Previous Edition 7520 INSTRUCTIONS FOR COMPLETING FAA FORM 7460-1 LEASE TYPE or PRINT CEM#1. Please include the name,address,and phone number of a personal contact point as well as the company name. CEM#2. Please include the name,address,and phone number of a personal contact point as well as the company name. CEM#3. New Construction would be a structure that has not yet been built. Iteration is a change to an existing structure such as the addition of a side mounted antenna,a change to the marking and lighting,a change to power and/or equency,or a change to the height. The nature of the alternation shall be included in ITEM#21"Complete Description of Proposal". xisting would be a correction to the latitude and/or longitude,a correction to the height,or if filing on an existing structure which has never been studied by ie FAA. The reason for the notice shall be included in ITEM#21 "Complete Description of Proposal". rEM#4. If Permanent,so indicate. If Temporary,such as a crane or drilling derrick,enter the estimated length of time the temporary structure will be up. rEM#5. Enter the date that construction is expected to start and the date that construction should be completed. rEM#6. Please indicate the type of structure.DO NOT LEAVE BLANK. rEM#7. In the event that obstruction marking and lighting is required, please indicate type desired. If no preference, check "other' and indicate "no reference'. DO NOT LEAVE BLANK. NOTE.High intensity lighting shall be used only for structures over 500 AGL. In the absence of high intensity ghting for structures over 500'AGL,marking is also required. rEM#8. If this is an existing tower that has been registered with the FCC,enter the FCC Antenna Structure Registration number here. rEM#9. and#10. Latitude and longitude must be geographic coordinates,accurate to withinithe nearest second or to the nearest hundredth of a second if nown. Latitude and longitude derived solely from a hand-held GPS instrument is NOT acceptable. A hand-held GPS is only accurate to within 100 teters (328 feet)95 per cent of the time. This data,when plotted,should match the site depiction submitted under ITEM#20. rEM#11. NAD 83 is preferred;however, latitude/longitude may be submitted in NAD 27. Also,in some geographic areas where NAD 27 and NAD 83 ,e not available other datums may be used. It is important to know which datum is used. DO NOT LEAVE BLANK. FEM#12. Enter the name of the nearest city/stale to the site. If the structure is or will be in a city,enter the name of that city/state. rEM#13. Enter the full name of the nearest public-use(not private-use) airport(or heliport) or military airport(or heliport)to the site. FEM#14. Enter the distance from the airport or heliport listed in#13 to the structure. FEM#15. Enter the direction from the airport or heliport listed in#13 to the structure. FEM#16. Enter the site elevation above mean sea level and expressed in whole feet rounded to the nearest foot (e.g. 17'3"rounds to IT, 1TV rounds to 8). This data should match the ground contour elevations for site depiction submitted under ITEM#20. FEM #17. Enter the total structure height above ground level in whole feet rounded to the next highest foot (e.g. 1TY rounds to 18). The total tructure height shall include anything mounted on top of the structure,such as antennas,obstruction lights,lightning rods,etc. rEM#18. Enter the overall height above mean sea level and expressed in whole feet. This will be the total of ITEM#16+ITEM#17. rEM#19. If an FAA aeronautical study was previously conducted,enter the previous study number. rEM#20. Enter the relationship of the structure to roads,airports,prominent terrain,existing structures,etc. Attach an 8-1/2"X 11"non-reduced copy of re appropriate 7.5 minute U.S.Geological Survey(USGS) Quadrangle Map MARKED WITH A PRECISE INDICATION OF THE SITE LOCATION. To btain maps,Contact USGC at 1-800-435-7627 or via Internet at"http://mapping.usgs.gov". If available,attach a copy of a documented site survey with the arveyor's certification stating the amount of vertical and horizontal accuracy in feet. rEM#21. • For transmitting stations,include maximum effective radiated power(ERP)and all frequencies. • For antennas,include the type of antenna and center of radiation (Attach the antenna pattern,if available). • For microwave,include azimuth relative to true north. • For overhead wires or transmission lines,include size and configuration of wires and their supporting structures (Attach depiction). • For each pole/support,include coordinates,site elevation,and structure height above ground level or water. • For buildings,include site orientation,coordinates of each corner,dimensions,and construction materials, • For alterations,explain the alteration thoroughly, • For existing structures,thoroughly explain the reason for notifying the FAA(e.g.corrections,no record of previous study,etc.). Filing this information with the FAA does not relieve the sponsor of this construction or alteration from complying with any other federal state or local rules or regulations. If you are not sure what other rules or regulations apply to your proposal, contact local/state aviation and zoning authorities. Paperwork Reduction Work Act Statement: This information is collected to evaluate the effect of proposed construction or alteration on air navigation and is not confidential.Providing this information is mandatory for anyone proposing construction or alteration that meets or exceeds the criteria contained in 14 CFR , part 77. We estimate that the burden of this collection is an average 19 minutes per response. An agency may not conduct or sponsor, and a person is not required to respond to a collection of information unless R displays a currently valid OMB control number.The OMB control number for this collection is 2120-0001. AAA Form 7460-1(2-99)Supersedes Previous Edition NSN:0052-00-012-0008 �IHE)r,.� TOWN OF BARNSTABLE BuildingS m� AL, � A)at`j Application Ref: 20060783 ub IIARNSTABLE, Issue Date: 05/24/06 m+ t w) Permit 9 MASS. �pr16 39. A�� Applicant: HOLDER,NORMAN B TRUSTEE/ Permitumber: B 20060217 Proposed Use: Expiration Date: 11/21/06 Location 70 TOBEY WAY Zoning District Permit T e: NEW SINGLE FAMILY HOME <= Map Parcel 246082001 Permit Fee$ 1,061.54 Con c PROPERTY OWNER Village HYANNIS App Fee$ 100. 0 is nse Num Est Constructi n Cost$ 2 Remarks 1( APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW 4 BEDROOM HO E W T 3. B OOl�S THIS CARD MUST BE KEPT POSTED UNTIL FINAL �p INSPECTION HAS BEEN MADE. WHERE A Owner on Record: HOLDER,NORMAN B TRUS 10 CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH T n BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BOX 164 (/r INSPECTION HAS BEEN MADE. W HYANNISPORT,MA 02672 Application Entered by: DB Building P it Issued By: 0i THIS PERMIT CONVEYS'NO RIGHT TO OCCUPY,ANY STREET,ALLY OR SIDEWALK'OR ANY PART THEREOF,EITHER,TEMPORARILY ORPERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY,PERMITTED'UNDERyTHE BUILDING CODE,MUST BE APPROVED,BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS'IGIAY BE OBTAINED FROM THE DEPARTMENT OF,.PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOESNOT RELEASE THE'APPLICANTTROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION,RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). '1411-11 W- 1,11111 "l- }b . Y6uy ,. , tf•'C ., t •",'.•pp E ... jf.;^ b rt,, z•.'y",... F I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health - dais 91 Bolder Of a.mortgage fro ID to dated =�•C cam, f _z%i �9 � m i recorded with ! ��2.a.�.�-QiQ�L County Registry of Deeds Book i! 3 8 Page admowledge satisfaction=of the same i m �I Wrtxrss and ts this� ..............................................._._........................... ,�%j� F r:��:-../ .... ..:--...................._.............---......................................... . G........--.-=....... ............... ..... SS. 19 Then pe-,.rsolnally app—ed the above named and aclmowledged the foiegoing instrument,to be' -r. fee act and deed before me �.. �....:- ................... GlRDtS .SeoTT - nyPnncc—J�E-.ce -My commission cP3rs ,'�Liy.�%.. 19•S� Barnstable, ss., '=ce ved October c, 19jo", and is recorded i Norman Holder and Mildred Holder, husband and wife, as tenants by the entirety, of Boston, Suffolk County-, Massachusetts, beingnty xzarmed,for consideration paid,ant to Norman B. Holder, Trustee of the Norma Realty Trust, under an.Indenture of Trust dated July 2, 1947 and recorded in Suffolk Deeds, Book 6350, Page 395, of Boston, Suffolk County, with gndrL•run r--"n s �kc land-a A certain parcel of land with the buildings thereon situated on the Northerly side of the County Road leading from 3yannisport to Craigville . in the Town and County of Barnstable, Massachusetts, comprising parcels numbered 1, 2, 4, and 5 as shown on Plan Land of Percy A Bearse, dated February 24,' 1922 by C. Bearse, surv., duly recorded, bounded as follows:- g ' S Beginning at the gran a"'point on said Road at about the Southeast corner of y ted premises and running by said Road six hundred and ei h i' five.(685) feet; thence turning and running Northerly by land g now or formerly of George Washington, Jr, about and hundand.'and seventy-five (775) feet; thence turning and running Easterly by 592,:: land of George T. Washing-ton about six hundred ten (610) feet; thence turning and running Northerly by the same in a slightly irregular course about eight hundred (800) feet to a bar post; thence turning and running Easterly again by the land, now or formerly of Henry C. Lumber't and crossing a wood road to a large granite stone about nine hundred (900) feet; thence turning and i ' running Southerly and crossing said Road by.land now or formerly of Charles B. Marchant and by J g supposed to be of the heirs of E. Henry Phinney about thirty- Ix/(36) to a stake and 'land now or formerly of. the heirs of F'Yederick Scudder; thence turning and running Westerly by the,latter three hundred and ninety-five and 7/10 .(395:7) feet more or less to a .pile and runnin Of stones; thence turning Wg southerly by a' slightly irregular course, by land now or. formerly of Fred Scudder and Luella M. Phinney six hundred and sixteen and 5/10 (616.5) feet more or less to land now or formerly of Robert S. Conner; thence turning and running in a Westerly direction by land of said Robert S. Conner about two hundred and thirty-four.and 12/100 (234.12) feet; thence turning and running in a Southerly direction along the land now or formerly of Robert S. Conner two hundred (200) feet to the land now or formerly of Francis L. McGillen; thence to rning direction along the land of Francis Ld.r ill en ineah Westerly i feet; thence turning and;running in a southerly direction along the land now or formerly of Francis L. ,McGillen and the granted premises two hundred (200) feet to the point begun at, containing about 28 and 25/100 acres. Said premises are 'conveyed with the benefit of and subject to the rights ![ of way on the Westerly boundary of said parcel 4, on said plan, leading to land now or formerly of George T_, Washington referred to in deeds recorded in Barnstable C Page 87, ounty Deeds, Book' 360, Page 37, and Book 344, ' intending to convey hereby the first,. second, fourth and tea acre piece in the fifty parcel as described in deed from Ella Alden Baker et als, dated November 7, 1917'recorded with said Deeds Book 360, Page 37. This conveyance is made subject to restrictions, easements, and �. agreements of record., if any, so far as the same may now be in force and applicable to the granted premises.. This conveyance is made excepting from the original conveyance of Lila B. Bearse to Louisa G. Weeks.the parcel of land conveyed to Robert s T Conner by deed dated July 29, 1938, recorded Book 542, Page 70; parcel Page conveyed to William J. Conner by deed dated October 3Q, 1937, Book 533, . Plan Book 6a38 p2p$9ng parcel conveyed to McGillen,. Book 570, Page.475 r The consideration for this conveyance being less than $100.00 no documentary stamps are necessary. .........................................................._............................................................. .- g-0-tor, .:_.................... .......................................... .........._..............._......... ' release r+"se�-�+ � __' g}�rsef �'�3'sadetheaau:arzsts2hsreix.................................. _ de}mead-lserses�ead- 33ftIM9s .-_.Our......hand s and s-aA s this.....................................dEp of......a.uly............_......19....58 ' ........ ... ................................................ . . ............... �....... . ............. �._. ..... ... .. _ .........._........... _............... �FSHE ram, Town of Barnstable Regulatory Services sAnrtsTAar.F� Thomas F.Geiler,Director MAss. 9 1639. .0� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: '— r —� JOB LOCATION: b /0 n er zli eet village / C "HOMEOWNER": !�� nant me phone# n work phone# CURRENT MAILING ADDRESS: city/town T' state zip code .The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building,permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. I/S)knature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control.. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt ASSESSORS MAP tab . PARCELS:82 - --� ZONING:RB FRONTAGE-20 R AREA- 43.560 SF W10TH- 100 FT Mxm D SETBACKS: FRONT:20 F FT - /7 SIDE 10 REC TO CB MD REAR - 10 FT DO 0.14'Saa108'17'. /1 11 1 FND `E' 1 FLOODZONE C BARNSTABLE •-_._-_._-_._._-_._._._-_._._-_ PANEL I25000t OOOB D (I o .1 JUIT 2. 1991 CS MDI 6 REC TO CB FND 0.16'St5'1a'33'W FOR REGISTRY USE ONLY I Locus MAP ' �" - - SCALE 1� ZOW' k - I REC TO ___-_-_ . 0.87'N0a'0t'36'E rOBLT WAY CB 35 R DRNATE N --_._._-_-_._._ END L07 C - apl.J2• OPEN SPKE PB 505 PG IB . SHwµERE E_ 1a7.16' S 86'S t' S dF5''.i0-i 50"'E TO \x/ N I o /` LOT 6 55a SF- - 21.T SHAPE g of p-re�`• ,L I I � . I ai DB FND 6 0 SJ9.51' so.62',` 39.11'o I ORB - S 8S'S<_??- 5 BG51'S0 F I 5p E fND PRIVATE S 86'S WAY J65,I1 ; REC TO"B FNO a0 FT WAY 0.2a'N1420 48a8-E REC i0 ORB 43- e4 LOT 5 //----��-- O.CS'SaTt9'a3^W . SHED aa,278 SF. „21.0 SHAPE a 88.6' CONCRETE -OIMDAl10N fR-♦b�+ �¢ S 85'53'3]' - • PLAN OF LAND IN N ?66.06• BARNSTABLE, MA ExISTInc 'TOT'a} w (WEST HYANNISPOP,T), Owi 41nG CP<, - f 0�� C7 i w Sti LOT a alf.�, PREPARED FOR CD PREPARED I 0 a,S6a SFt a' 19.]$HARE ,a`•0 EV\` ° NORMA I. HOLDER-HALL 3 �W Itf1 C^ SaO.00' - . SCALE: 60' i n N F<qA,]<,-I. 3 �If A9 0 I!, o J � „ LOT J NI 0��A 1. DATE: SEPTEMBER 28.200a- rn ^- A3.59, SF. �4 10:1 SHAPE 00 R; - 60 0 60 726 .._._-t8C Feel 4 lR u t N e,°".°,°.N �., � ° I �. BARNSTABLE PLANNING BOARD APPROVAL under the SUBDIVISION . r CONTROL LAW NOT REOUIRED . I _ a3.591 SFx - DATE:LOT : '/�/-F/i♦-R/ziY �1(P.SJO 5 Alf/ I KO�Y RL' - 310.00' 0 ° 3 NOTE: LOT 1 Np DETERMINATION AS TO COMPLIANCE WITH THE 43.590 SFf 20MNG ORDINANCE REOUIREMENTS HAS BEEN MADE 20.1 SHAPE - P'+ OR INTENDED BY THE ABOIL ENOORSEMENI 0�Ptb,� REC TO BRB FND PO°q 0.06'NI Tt5',A'E 3a A.30.70' BRB BRB A.<2.10' _ 0.00' P-8.8' -ND -ND CRg7CV ]9.91' 80.08' _ . /LL£BE:IC S 8rM25-E �79�8• . t9J1 COUNT! N ROAB m UYoU" a0 r 24 R WIDE PAVED SURF f M9D7 D KE REC TO 9'4 12' _ M O.Oa'NJt-A5'12-E I CERTIF-THAT THIS PLAN WAS MADE IN ACCORDANCE WITH REGISTERS OF DEEDS REGULATIONS OAwCE El"WITC EGI TERSJANU OF 1, 1976. �R��I'J!• pe ANO-.AS-AMENOCD..JANUARY 7, 1988. N.sae uT-<� L' OWNER OF RECORD: down cape engineering, In C. 1 Y.O.NORMA I.DOER-HALL EST'HYANNISPORT.MA 02672 CIVIL ENGINEERS REF"DEED BOOK 1018 PACE 591 LAND SURVEYORS REF:PUN Boot. 1}9 PAGE AC REE:PLAN BOOK 1a. PAGE 149 939 main sL yarmonth,ma 02575 • I I ' MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-31-2006 DATE OF PLANS: 3-30-06 TITLE: THE MURPHY RESIDNCE PROJECT INFORMATION: THE MUPHY RESIDNCE LOT 6 TOBEY WAY COMPANY INFORMATION: RESCOM Architectural, Inc. 118 Waterhouse Road Bourne, MA COMPLIANCE: PASSES Required UA = 667 Your Home = 576 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2077 30.0 0.0 73 WALLS: Wood Frame, 16" O.C. 2500 13.0 0.0 206 GLAZING: Windows or Doors 540 0.350 189 DOORS 21 0.450 9 FLOORS: Over Unconditioned Space 2077 19.0 0.0 99 HVAC EQUIPMENT: Furnace, 95.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date O � com Architectural, Inc. a P.O. Box 157 Monument Beach, MA 02553 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 THE MURPHY RESIDNCE DATE: 3-31-2006 Bldg. l Dept. l Use I I CEILINGS: [ ] ( 1. R-30 I Comments/Location I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.35 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I I DOORS: [ ] I 1. U-value: 0.45 I Comments/Location I I FLOORS: [ l I 1. Over Unconditioned Space, R-19 I Comments/Location I I HVAC EQUIPMENT: [ j I 1. Furnace, 95.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: [ l I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure i difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ) 1 Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I i DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I 1 DUCT CONSTRUCTION: [ ] ( All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ l I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: 1 HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 i 7 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- i 6. USE OI' PUACHASK MOB a TO CLEAA TITI,T To enable the SELLER to make conveyance as herein provided, the SILLU or BUM may, at the time of delivery of the deed, use the purchase money or any portion thereof to clear the title of any or all encumbrances or interests, provided that all instrivients necessary to clear the title are available at closing or arrangements have been made to obtain such documentation within a reasonable period of time following closing. Notwithstanding the foregoing, any non-institutional liens shall be discharged at the time of closing. 7. 2DSSE68I0X1 M_CQ=XCM OF pitaNT8L8 Full possesaion of said. premises free of all tenants and occupants it to be delivered 4t the time of the delivery of the deed, said premises to be then (a) in the same condition as they area now, reasonable use and wear thereof excepted, and (b) not in violation of said building and zoning laws, and (c) in compliance with the provisions of say instrument referred to in Paragraph. Four hereof. 8. JLCCnTjCb1CX or DIKEn The acceptance and recording of a deed by the DOM or his nominee as the case may be, shall be deemed to be a full performance and discharge of every agreement and obligation herein contained or expressed, except such an are, by the terms hereof, to be performed after the delivery of said deed. 9. Real estate taxes for the then current year shall be apportioned as of the day of performance of the agreement sad :he net amount thereof shall be added to or deducted from, as the cane, may be, tb+a purchaAe price payable by the BUM at the time of delivery of the deed. 10. t OF t71�T11B AAA TAXg® If the amount of said taxes is not known at the time of the delivery of the deed, they ishall be apportioned on the basis of the taxes assessed for the preceding year, with a reapportionment as soon as the new tax rate and valuation can be ascertained; and, if the taxes which are to be apportioned shall thereafter be reduced by abatement, the amount of such abatement, less the reasonable cost of obtaining the- some, shall be apportioned between the parties, provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 11. MC=TON TO PSBFECT TITLE ORS P&EMI9SS__CQrIFQW If the 9BLUM shall be.unaable to give title or to make conveyance, cr to deliver possession of the premises, all as herein stipulated, or if at the time of the delivery of the deed the premises do not conform with the provisions hereof, then any payments made under f this agreement shall be refunded and all other obligations of the parties hereto stall cease and this agreement shall be void and without recourse to the parties hereto, Unless the SELLER elects to UPC reasonable efforts to remove any defects is title, or to deliver possession as provided herein, or to make the said ppremisew conform to the provisions hereof, as the case may be, in which event the SELLER shall give written: notice tbareof to the suyzR at or before the time for performance hereunder, and thereupon the time for performance hereof shall be extended Jo a e 'od of thirty i3o) days. Notwithstand ' the foregoin , He Se�ler natal use easonable efforts t cure s rovi ed th Sell r hall not �.rej tW.,e cppenna m�orT Mn_� ;,686!66 pin sa isfac€ion o thse same. If at the expiration of the extended time the SELLER shall have failed to so remove any defects in title, deliver possession, or take :he premises conform, . as the• Case may be, all at herein agreed, then, at the BLMM'S option, any pa is made wader this agreement shall be forthwith refunded and all other obligations of all parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. 13. DU, -S gLEL'TION = A CEPT T.TTL� The BUYER shall have the election., at either the original or any extended time for performance, to accept such title av the 8&LLBR can deliver to the said premises in their then condition and to pay therefor the purchase price without deduction, in which case the SELLER shall convey such title. 14. $ SZ FgUL�, D- NA= It the BUYNR shall fail to fulfill the BUYER'S agreements herein, all deposits made hereunder by the BDYAIR shall be retained by the SELLER as liquidated damages as her sole remedy at law arA in equity. is. px"SZT All deposits made hereunder shall be held by Kilroy & Warren, P. C. , as agent; for the SEWIR, subject to Qje terms of this agreement " ohall be duly accounted for at the time for performance of this agreement. In the event of any disagreement regarding the deposit, the escrow agent shall not disburse the deposit unless instructed so in writing by 16. BgOXEgga num%r both Seller and Buyer or by a court of competent jurisdiction. The Broker named herein, joins in this agreement and becomes a party hereto, .insofar as any provisions of this agreement expressly apply to him, and to any amendments or modifications of much pro-visiorw to Which he agrees in writing. 17. &]&OMM 19-.FEE T A Broker' s fee for professional services is due from th* SELLER to SOZH=Y,s INTERNATIONAL REALTY, the Broker herein, provided title u n u G G ° � n G G n fi n G April 3rd, 2006 G n Western Surety Company G G / n 6 n G n LICENSE AND PERMIT BOND u n G n u n KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14819435 G G G n G That we, Joseph and Linda Murphy 9 G n G n of the Town of Sutton , State of Massachusetts as Principal, G and WESTERN SURETY COMPANY,a corporation duly licensed to do surety business in the State of G Massachusetts as Surety,are held and firmly bound unto the Town of Town of Hyannis State of Massachusetts as Obligee,in the penal sum of One Thousand Five Hundred and 00/100 DOLLARS ( $1,500.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Driveway bond - 70 Tobey Way, Hyannis, MA 02675 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until April 3rd 2007 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of th Kfpgrays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh pbA� _Vieved from any liability for any acts or omissions of the Principal subsequent to said d�� a number of years this bond shall continue in force, the number of claims made aerr s bothe number of premiums which shall be payable or paid, the Surety's total limit of -Abb.4ty shall not be nulative from year to year or period to period, and in no event shall the Surety's total G li' fty Q "i exceed the amount set forth above. Any revision of the bond amount shall not be n i 9 G BP G Dated this 3rd day of April 2006 G ` 9 G n G G G Joseph an 'L nda Murph - n Principal G n i YLL4 Principal n G G G Countersi ed (where required) W E S T E N S U R E T COMPANY g G � G u n G BY By Residen 'A e Paul T.Bruflat,SAW Vice President ; F 'Form 532-2-2006 9 G n G 9 n i I' :I _____��.�..._� _�.,��•�. S V�fa l �___Ll2__.�D D6 _ �_._._�?��;E>SS 6 rS ..�.�I�I�J S._._.u_ b� t k — D c ce �os c hu _ ._.o ._..1�.�( S sn le- Im')f- Lo i, .I _ .... ... ...'rJt`�'� ..o.:l�_�v►.m . .... _.yp.��.Y:LC'...�_..� .. ._ .. ..v�� D.l. 9._.C.�_�c�._ _.... . . _ .. .. �11 I _I m 0 l,c`i'.� � �� (��... .�C7 k.S.e 4 ►'IDrS.e .. 44, -JAL� PURCHASE 9=9 A[2g12f:trIATtT February 6 Date: s e"Moti!' a, ZOO S 1. PAATrBs NORM I. HOLDER-HALL with a mail address of P. 0- Box 164, West Hyariiiisport, MA 02672, SELLER, agrees to SELL, and JOSBPH MJW Y and LINDIA MDRPHY both with a trail address Of 29 Butternut Drive, Sutton, Massachusetts 01590 , hereinafter called the BUYER or PURCHASER, agroe(e) to BUY, upon the term hereinafter set foith, the following described premises: 2. DTStIY�LSB9 A certain parcel of vacant land located oa ToJbeey way, west Hyaruiiaport, Barnstable Comty, Maesachueetts shown ass kQT 6 on a plan of land entitled "plan of Land in Barnstable, MA (West Hyannisport) Prepared for NORM I. HOLDER-HALL" dated September 28. 2004 and recorded in- Plan Book 595, Page is. The agreed purchase price for said promises is $24S, oe0.00 , of which $ 24, 500 . 00 have been paid as a deposit this day, and $ 220, 500.00 are .to be paid at the time of delivery of the deed in cash or by bank trea►surev e or certified check drawn on a Bo9ton Clearinghouse Hank. S 245, 000 . 00 Total, subject to adjustment as hereinafter set forth. 4. TITLE DEhD Said premises are to be conveyed by a good and sufficient quitclaim deed running to the BUYER, or to tre nominee designated by the BOXER by written notice to the SELLER at least severe (7) da a before the deed is to be delivered as herein provided, and said deed sba11, convey a, good and clear record and marketable title thereto, free from encumbrances, except as aforesaid and (a) provisions of existing building and zoning laws I (b) such taxes for the then current year as are not dun and payable on the date of the delivery of such deed; (c) any liens for municipal betterments assessed after the date of closing. 5nRLMRr 2E DZIM such deed is to be delivered at II 10 OAM on February 20, 200 6*at the Barnstable County Registry of Deeds " It is agreed that time in of the essence of this agreement. *or such extended date as provided for herein. **or at the office of t'he attorney representing Buyer's lender. passes hereunder. The paid fee will be 6. 25V of the Selling Price hereiLn.de r. The Broker named herein, =11jEBY,B lyrMATIODTAL RrAL E5TA'1'P., warrants that it is duly licensed by the commonwealth of Massachusetts. 19. LZAB2LZTY a]F TRUE XE_ 9HARbHO ER. B F:r!.MAX..RTC.. If the SELLER or BVnR executes this agreement in a repre9entativ►.. or fiduciary capacity, only the principal or the estate represented shall be bound, and neither the SEILSR or BUM,go executing, nor any shareholder or beneficiary of any trust, shall be personally liable for any- obligation, express or implied, hereunder. 20. _WAHRA�'1'E8 AND .3$pRE3E2�TATrQ14S The BUM acknowledges that the BUYER has not been influenced to enter into this transaction nor has he relied upon any warreaties or representaticsw not set forth or incorporated in this Agreement or previously made is writing, except for the following additional warranties and representati,ouo, if any, -made by the SELLER: none. 21. S=TRUCTIQN 09.AQVEEHENT This z.nstrumant, executed In triplicate, is to be construed as a Massachusetts ccnntract, is to take effect as a sealed instrwwnt, seta forth thw. entire contract between the parties, is binding upon and eaures to the benefit of the parties hereto and their respective heirs, deviseem, executors, administratord, suceessrrs and assigns, and may be cancelled, modified or amended Daly by a written inatrumeat executed by both the SELLER and the sum. it two or more persons are named herein as vu=, their obligatio3is hereunder aaball be joint and several. 2Z• ADDST:rgaL pg V1 jaL Na The Performance of this agreement by this BUYER is contingent upon the BUYER obtaining all permits on or before the closing date hereunder, including but not limited to building permits, approvals, orders and licenses from all applicable local, regiaynal, State and Federal agencies for the constructic= of a single faami4y residence having not. lees than four (4) bedrogims. In the process of obtaining said pa:rmits, to be done at: the sole cost of the Buyer, the Seller hereby grants permission to the Buyer and their agents to enter the pxemises for the purposes of conducting ongineering sad percolation tests, including the right to remove such trees aAd brush as is necessary to conduct said engineering and testes. The Buyer hereby &grass to indemnify and held harmless the Seller from any loss or damage incurred by the Seller ir_ connection with such engineering and tests save for the RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE _ New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contactor/Builder $25.00 FEE VALUE WORKSHEET •NEW LIVING SPACE square feet x$96/sq.foot � `� _ 3k 17 x.0041= Y79 , 4P7 - . — plus.frombelow(if applicable) ALTERATIONSWNOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) L,AQARAGES'(attached&detached) square feet x$32/sq.'fL x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75,00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x$30,00= (number) Deck x$30,00= (number) Fireplace/Chimney x$25.00= � (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocadon/Moving $150.00 (plus above if applicable) Permit Fee Projcost Affidavit of Substantial Financial Interest I, A i 0,1'� h of 0 -8 f Z12 k- , on oath depose and state as f lows:. g,4W � ,,g"drrs'90 1. I am an applicant for a building permit for the property located at Map a�w , Parcel 6f 60 . The address of the property is �Z 2. 1 have d % legal or equitable interest.in the real property which is'the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is `,0 5--D , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted L9 building permit applications for property in which I have a 1% or greater legal or equitable interest.. 6. Within the last ten days, I have submitted D building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have:a 1% legal or equitable interest. 8. Within this month, I have received d building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this�day of 200_ 2001-0050/affin 1 nn n7TFRY/AFFIDAVIT said removal of trees and brush. In the event that the transfer hereunder is not consummated, the Buyer shall deliver to the Seller copies of all materials generated by .he Buyer and their agents in connection with such enginearing and percolation teets. The terms of the Rider attached hereto are incorpor d herein a d made a part of th's Agreement. N I . HOLDER, TRIIS SRIIUR 133 1' wRPHY, 8 SOTHEBY'S INTBRNATIONAL REALTY, BROKER BY NDA HIIRM, B f:\a►i7►1CSs�tnr��zc�roaas�nr.w I RIDER TO PURCHASE AND SALE AGREEMENT BETWEEN NORMA I. HOLDER-HALL (THE "SELLER") AND JOSEPH MURPHY AND LINDA MURPHY (THE "BUYER") 1. Any title matter or conveyancing practice which is the subject of a title standard or practice standard of the Real Estate Bar Association for Massachusetts shall be governed by said title standard or practice standard to the extent applicable. 2. Buyer and Seller hereby authorize their respective attorneys to execute any amendments or extensions of time for performance under this Agreement. 3. At the time of closing, Seller shall execute and deliver to Buyer the following items: (a) An affidavit to Buyer and Buyer's title insurance company certifying that there are no parties in possession of the premises and that no work has been done on the premises by or on behalf of Seller which would entitle anyone to a mechanic's or materialman's lien with respect to the premises; (b) Internal Revenue Code, Section 1099S Forms; and (c) Such other documents as are customarily executed by a seller in connection with the sale of real estate in the Commonwealth of Massachusetts. 4. It shall be a condition of Buyer's obligation to purchase the premises that (a) The premises are either on a public way or there is appurtenant to the premises the perpetual right and easement of record to use a private way to gain access to and egress from and over the nearest public way for all purposes for which streets and ways are now or may hereafter be used in the Town of Barnstable, including without limitation access on foot or motor vehicles thereon and installation and use thereon and therein of utility service lines for water, electricity, telephone and cable; (b) The premises do not violate the applicable zoning, building and subdivision laws; (c) Title to the premises is insurable for the benefit of Buyer by a title insurance company at normal premium rates in the American Land Title JH DOC: � . S I MIRICK O'CONNELL 5 AT TO R.N EY S AT LAW MIRICK. O'CONNELL. D£MALLIE & LOUGEE. LLP Direct Line(508)929-1626 pjdawson@modl.com February 7, 2006 HAND DELIVERED Mr. and Mrs. Joseph E. Murphy 29 Butternut Drive Sutton, MA 01590 Re: Norma 1. Holder-Hall to Joseph Murphy and Linda Murphy Vacant Land, Tobey Way, West Hyannisport, MA Dear Joe and Linda: 1 enclose at this time a fully executed Purchase and Sale Agreement for the West Hyannisport real estate. Based on this, please make sure you promptly engage the surveyors and engineers necessary. I will also order a title search which will be an out-of-pocket expense if this transaction does not close for any reason. Please call me if you have any questions on the same. I am assuming that you will rely solely on your engineers, surveyors and contractor to determine that you are entitled to a building pen-nit and that the lot is buildable. I will order the title as per the above and order a inunicipal lien certificate but not look into those issues unless you want me to. Very truly yours, Peter J. Dawson PJD/ljk Enclosure 9c 1916-2006 � � WESTBOROUGH.MA 100 FRONT STREET BOSTON.MA 508-898-1501•FAX 508-898-1502 WORCESTER,MA 01608.1477 617261-2417 9 FAX 6172612418 508791-8500•FAX 508-791-8502 H iPAILU�:2038(N0002SA0883468 DOC! www.MirickOConnell.com Association form currently in use, subject only to those printed exceptions to title normally included in the"jacket" to such form and to the exceptions set forth in Section 4 of this Agreement. If the premises do not conform to the above, then Buyer may terminate this Agreement in which case the deposit shall be refunded to Buyer and all obligations of the parties hereto shall cease and this Agreement shall be void and without recourse to the parties; (d) The premises shall not be considered to be in compliance with the provisions of this Agreement with respect to title if any building, structure, improvement or property of any kind belonging to any other person or entity shall encroach upon or under the premises. If the premises do not conform to the above, then Buyer may terminate this Agreement in which case the deposit shall be refunded to Buyer and all obligations of the parties hereto shall cease and this Agreement shall be void and without recourse to the parties; and (e) - Buyer, Buyer's agents, contractors, insurance agents and advisors shall have the right of access, during reasonable hours, to enter the premises from the date of the execution of this Agreement through the closing. 5. Right to Extend. The Buyer shall have the right to extend, from time to time, the Closing Date set forth in this Agreement, upon written notice to the Seller's attorney, provided that no extension of the Closing Date shall be allowed beyond April 18, 2006. The right to extend is tied to the Buyer's ability to obtain pennits. If the permits have not been obtained by the extended Closing Date, the Buyer may terminate the Agreement and receive a full refund of all deposits paid. (HAPA\LU\09999\muphy\A0871756.DOC; �\ �..... vv•r.•..v...r�.wrr•. vJ 1IiKJJK�.LLLLJGLLJ Department oflridustriat Accidents Office.of Investigations• ' d 600 Washington Street , Boston.,3M 02111 - www massgov/dia Workers' Compensation Insurance Afffdavi$: Builders/Contractors/Electricians/Plwmbers Auplicant Information Please Print Legibly Name (Businesstorganizatiowindividual)• Address: City/Stat S � Phone#: — Are you an employer? Check the-appropriate box:. Type o rojeet(required):- 1.❑ I am a-employer with • . 4. El am a general contractor and I ' 6. Mew construction employees (fal and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9, ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10. Electrical required.] officers have exercised their ❑ repairs or.additions 3 I am a homeowner doing all work right of exemption per MGL 1*1.❑ Plumbing repairs or additions myself-.[No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.]t employees.[No workers1 comp.insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance.Company None: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: r City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and•expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of cr-immal 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 q1tift unde he p ' s and pe hies of pe 'ury that the 'nformation provided above is true and correct. Signature: Date: Phone . Official use only. Do not write in this area,to be completed by city_or town official. City or Town: PermitUcense# Issuing Authority(circle.one): 1.Board of Health 2..Building Department 3.City/Town Clerk 4..Electrical Inspector 9.Plumbing Inspector 6.Otther Contact Person: Phone M Information and Instructions Massachusetts General Laves chapter 152 requires`all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as ...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined aS:`:p�4.Ual,.:Partnerslnp,:association, parporation or other legal entity,or any two or more of the for engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing.employees. Howev.•er:the owner of a dwelling house having not more than three apartments and who resides therein,or.the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair woikvn such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or a business or to construct buildings in the.commonwealth for any renewal of a license or permit to operate applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25 C(7)states"Neither the commonwealth nor any of its'political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. . Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone numbers)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the „ members or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of'.Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit: The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensatioupolicy,please call the Department at the number listed below.. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials " Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill m the permit/license-number which will be used as a reference number. In addition, an applicant that mast submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"'the applicant should write"all locations in (city or town)."A copy of the.-affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that•a valid affidavit is-on file for.future permits-or 16enses..A new affidavit.must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Deparinient's address,telephone and•fax number: The Commonwealth of Massachusetts . Department of Industrial.Accidents a, Office of Investigations r.. 600 Washington Street- . Boston,MA 0211L Tel.#617-727-4900 ext 406 or•1-877-MASSAFE 7. Tax#617-727-7749 Revised 5-26-05 www,m,ass.gov/dia MIRICK O'CONNELL AT TC7 R N EY S AT LAW MIRICK. O'CONNELL. DEMALLIF & LOIIGEE. LLP •, Direct Line(508)929-1626 pjdawson@modl.com February 23, 2006 VIA FAX John R. Alger, Esq. John R. Alger, PC 5 Parker Road Box 449 Osterville, MA 02655 Re: Norma I. Holder-Hall to Joseph Murphy and Linda Murphy Lot 6, Tobey Way, West Hyannisport, MA Dear Attorney Alger: Following up on our conversation of last week, I represent Joseph and Linda Murphy who are purchasing a parcel of property shown as Lot 6 on Plan Book 595, Page 19. I understand from the Seller's counsel, Bernard T. Kilroy of Hyannis, that it is a portion of property described in a Deed in Book 1018, Page 591. Also, there is a successor trusteeship , which is recorded in Book 8304, Page 93. , I would ask that you prepare a title report for me and provide me with the same. My client is paying $245,000.00 and will need an owner's policy but not a lender's policy at this time. I understand that the quote for the title work is $300 to $400. In addition, the title premium will be due at the time of closing which will be over and above the title fee. Please call me if you have any questions on this matter. Very truly yours, Peter J. Dawson PJD/Ijk cc: Mr.. Joseph E. Murphy <7K:>YEAPs 1916-2006 WESTBOROUGH.MA 100 FRONT STREET BOSTON.MA 508-898-1501•FAX 508-898-1502 WORCESTER.MA 01608-1477 617-261-2417•FAX 6172612418 508-791-8500•FAX 508-791-8502 ;H TA\LU\20380\00002\A0888822 DOC www.M i rickOCon nel I.com MIMCK O'CONNELL A T T O R N EYS AT L A W MIRICk O CONNLu D[MALk.1L & LOUCEE. LLP Direct Line(508)929-1626 pjdawson@niodl.com modl.com February 15, 2006 VIA FAX AND FIRST CLASS MAIL Bernard T. Kilroy, Esq. Kilroy& Warren, P.C. 67 School Street Box 960 Hyannis, MA 02601 Re: Norma I. Holder-Hall to Joseph Murphy and Linda Murphy Vacant Land;Tobey Way, West Hyanuisport, MA Dear Bernard: Please be advised that my clients have not yet obtained the necessary permits to construct -a single family home on the lot which is the subject of the above agreement. Based on this, please accept this as notice pursuant to paragraph 5 of the Rider that we hereby extend the closing to April 18, 2006. Also, you were going to provide me with a name of an attorney that I could speak with about doing the title search. You were also going to provide me with a copy of the Deed. I would appreciate your getting me this information as soon as possible so that we don't encounter any delays in the closing based on these issues. Very truly yours, `..c10.11 Peter J. Dawson PJDlljk cc: Mr. Joseph E. Murphy 5 y tuts-zoos WESTBOROUGH.MA 100 FRONT STREET BOSTON.MA 508.898-1501•FAX 508-898-1502 WORCESTER.MA 01608-1477 617261-2417•FAX 617-261-2418 508-791 8500•FAX 508-791-8502 Itl\PA\LU\2038M0002\A0885774 DOCI www.M irickOConnelLcom mot , Town of Barnstable Regulatory Services * BAMSTABLK „� Thomas F. Geiler,Director ArF039. A Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 14,2006 To Whom It May Concern: h The application for a new house permit that was submitted for Lot 6, 70 Tobey Way, Hyannisport will be able to be released on or after April 26, 2006. Sincerely Thomas Perry,CBO Building Commissioner `"Er�,ti Town of Barnstable Building Department - 200 Main Street EAMSTABLE. * Hyannis, MA 02601 MASS. $ (508 i63 ) 862-4038 � �� ArFO MA'i A Certificate of Occupancy Application Number: 200802011 CO Number: 20080273 Parcel ID: 246082001 CO Issue Date: 03/16109 Location: 70 TOBEY WAY Zoning Classification: RESIDENCE B DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF. BARNSTABLE. �YHETn.. BU ilding Application Ref: 200802011* B s'A� i'AB�. Issue Date: 05/22/08 Permit 9 MASS. �ArFG �A�� Applicant: SYBERTZ,WALTER T TRS Permit Number: B 20081065 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/19%08 Location .70 TOBEY WAY Zoning District RB Permit Type:, NEW SINGLE FAMILY HOME r Map Parcel 246082001 Permit Fee$ 1,949.73-._Contractor . PROPERTY OWNER Village HYANNIS App Fee$ 100.00 License Num Est Construction Cost$ 382,300 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY HOMW,3 BEDROOM,2.5 BATHS,3 CAR GAR kGETHIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED (3 SEASON INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SYBERTZ,WALTER T TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 70 TOBEY WAY INSPECTION HAS BEEN MADE. W HYANNISPORT,MA 02672 Application Entered by: PR Building Permit Issued By: THIS EERMIT'CONVEYS NO RIGHT.TO OCCUPY ANY"STREET;ALLY OR SIDEWALK OR=ANY PARTJ14EREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ONTUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,I4I B UST BE APPROVED BY THE JURISDICTION. STREET OR ALLYGRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAY,BE OBTAINED FROM THE.DEPARTMENT:OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMITDOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). •'s Y BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 > � U p 1 1 J� u C Alt k ` .6 U J -Q(�� 3 1--:I:4-j Q{G 3 161(3 1 Heating Inspection Approvals Engineering Dept Fire Dept �� 2 Board of Health r n A I• Q N O . 1 v h • m n E r..-------------------—— 0 S U _ KE DETECTORS REVIE6IVED N IF( �y G -= � > y ____ 4a-6• __ D - BARNSTAB E BUILDING DEPT 1_-------- I I ---- 9 PROVIDE 10'DIA LGNCRER PIERS MIN.40"EELOW FINSH 6RADB v BOTH FIRE DEPARTMEN -�_ j ATE ------ ------------ .----------------------------- ----- ----- ----- --- -._ -- RMlTTlNG SIGNATURES ARE REQUIRED FOR pE _ r" _ .. I SORE I.5. IN IE,,- L Iw I r 1 I I T WIFDOW DAY ry DA_sEtitti INlY,Fv:fi 1 PADS PLR ULLY LOLLMr<. J, + ( •__b__.+ b'"S IQ" l'-O' b'.O 3/4' 1 r r I I ' • 0 0.r r r r r r r ! i z C. ICRETE SLAB OVER elML. • (- a I i POLY-VAPL BARI TYP.C/d x I 1 I I ' 4 , 4 PROVIDE BEAM POGc1:T5 T rHL"RE SMOFN,TY%GAL t 4 'OCFY.RCtE FG,:WAtICM IW.L l l ,� 'O� AD q Sy I � I WITH 6'x I6'FCOilE6,ttFICAL i ; � � u n I I r p o 1 V O --T ' ------------- -----------I 1` a? :. -- 2: ' ------------------- I ---------- ---------------------i 1 IF IL"R. F, MA Ls.r 6 CONCRETE FO ATILH WALL. I I WITH 6'X Ib•LC V_RETE P0011 6 I MIN,<6'CELOW f WIEH bRADE yr'M L-� 3 -30-0 6 A AITH NE P. LOHLREa HO WITH I CL AT MID-GEPTH OVER - ' A 5 OF SAID EARAIER SET ON ' I- ABED OF• m I . I I FOUNDATION NOTESE I b I R I. ALL WGRK SHALL COI->PLY WITH THE HITS STATE CVIpE 5A)`,-ii OGN�itOL--- r II DINV GGGE-T90 Lr.+C C ITER ^+ `NO TN FAMILY ALL MLNICIF'AI TT ORGIM1r\NCEA',NV',NV2T-LAND. ONCRETE 5HA1 J�`Ilr`II"l"'7000 F'S1 . •�+I .. ; '7a DA S OR __IO_OTHER—k;, I . p IOM LAF rrl.i TOJNARD - (@k I v:HIGLC ll , 0,711t 55 :HALL 5E ROLLED LILLET I . 57EEL LON _ 'TO A5TM A6 S 61'.ADC 60 _psx'^�r1 I 9 CONr.RET 1 Ve—ON SUITABLE INVISTVREIEV ^�+�•n EARTH. G.J ._'^LACE CONCRETE I•--TER ORON FRO'.C"!1.1 5. RO ICH OPi_t,N6 51ZES POR 3A5ENC'NT DOL:.S,WINDOWS 4 VENTS REVISIONS ' TO 5E VERIr-1ED BY CONTRACTOR EEFGRE PCXAR N - r ANY CONCRETE.TYP. (ENERAI• ' 6.REST ALL FOOT IN65 ON FIR::NAT CAL 6Rr\NrJ'.AR`MTERIAL 1 ' FREE FROM TOP`_•OIL,OR&ANIIi5 OR CLAY rAVIHC N MINIMUM I 901E BEARiNb CAPACITY Or'r Ii1 TONS PER 3CVARE FOOT. 1-----'-'�-------'-`-'--- --'---------"-'------- I MECHANICALLY GOMPAC•T'_UI":SRAGE OEFC_E FCiRMIN3 FOGTIN6S_ IG'CROP D --CROP �— -- _ T.SLABS SHALL EX COW TRLCTCO WITH CONTROL-FJINTE•HAVING A A---- VsPTH OP AT LEAST 1/4 THE 5LAE rHICKDT-S5 EHfT NOT LC55 THAN ., 9'•6' I'-10' q'"6' I'-T' ONE INCH,AND JOINTS SHALL P.E SPACED AT INTERVALS NO.MORE ¢•0601;LOG -- --_---J— -- —_—_--^_--- --�^ -----f'--'i ----_- TNAN 30 FCET L EACH CONTROL _AND SLABS NOT'E 5LA5 AT - 33'-O' IN`INTA, SHALL MAvE CONTROL JOINT]AOR095 THE SLAB AT POINTS A OFPSE-T,`IF OFFSET 605.5 TEN FEET.A�IN ACCORDANCE rv1TH-190 LMR BG05.5. 03-30-06 FOUNDATION PLAN - - ----- I• �/ O ti Nn U AkCIIND"F-M FU` WKtt ECK // � � _-(. F100' `AL_ LOCAT C.NONC II'•."10' r`. 4� ' - --I—e_j'U y-- - ---_. __ AEC V•F n:. ..I.wC.TTPILN � � e� � �2 01 12'-9' A'-10 9/5' q'-IO 5/q' IS 5 r O I __- GREAT ROOM - DININS �-e• o U tC G _ N ,pA ri - M1p pD C 'l 4''-t In I DM1 _______________ C! ^ >-G WITS E, � ]•6x6-0 m I C . C_ I 153' I q-111A, I_/q' 9'-6" q'-b" q'-I q/4' ]-I /5' J 14TE: .ASE YPAFATiON RNE, p MA re 1 ' 5EAN LIB AEOJE AID x 4q�-iTEL OEAIe � V �^ - - —6ARA= GENERAL REOUIREMENTS: 1 I 1 I I 1. ALL DIMCN5IONS APE TO PAfZ OP STUD UXLE%INDICATED OTHERWISE � � REVISIONS -- ALL E%TCH'OR HALL FRAMING SHALL BE]%b GC:`iiRVLT ON n �Tm _ YII AND a.:.L In..::'GR MI._FRANINb SIU I.BE:X 5:IiNSTRWiIJA'L?.,C5S S. ALL WORK^iti ,I-—WITH THG MAS.'ALI—TTS-Alt lxll.l-•�•. CLO[,t6p GY.R CHAPTER:A-Oi+C AND TWO rAM Or4LLI116 GOOC,ALL MUIJIGIPAL ITY ORDINPNLES AND CY-L17 qq•-D' ,I ]q'_p• <. ALL IEAR _FOR[N AND ACH APPLICA&JILD A tMTCRIALS SHALL l4GT OP ChUCD RECOGNIZED ItmtxSTRY - -- STANDDARDS DLE TRAM. . 9. PEPCft TO OTHER pRAWIk69 AS PART OP THIS 9CT PGR]gORC OCTAILSD RCWIRCME.NT9 •��ae G607 5.00 "- -"—' RC6ARDIN6 EUILDIN6 MATERIALS.FOUNDATIONS AND STRWiVRAL DESIGN CRITERIA. 6. 5---L DETECTOR LOCATICNS NAVE DUN SHOWN ON TFE PLA15 TO COMPLY WITH THE RE�VIFC-MENTS OF 1b0 CI"R 56OS.I6-FIRS FROTECTION 5YSTCM5;HOWCVL-R,THE ARCHITECT BE NO RESPGNSIEILITT FGR THE DESIGN,fINAL PLALEMENt,OPEMTION OR MAIMENAN'CE OJ-30-GE FROGEC RE5 OF TK HOUSEHOLD FIFO WARNING STSTEM FIRST FLOOR PLAN CEILIp6 K16Hi - fj955dlME FEET .3 SMOKE DETECTOR `-31i' NEATI?ETGCTCR •a� dm J, LIMN f O _ ID/12 - —b 10'-10 Ill' 'a'-6 1ll" q �F (. rl 1'-I01 - — it� ;2;. 4-OXb-D '� BPLCONY DN 5'-41H' 4'-05/9' 3'-113/9•. �.b• �0. Co - E- Y OPEN TO FTTER EATH --- -_-- _-._-_-_ __-c_ _ ____ __ _ _____ ___ __ ________ v - Sb l'-71I9• . r 7 —r • r G rFFL- DAR o BOU MA Z 1 - a JN FINt _G ETORASE .I • - OF y &ENERAL REQUIREMENT5L " - I. ALL DIMENSIOA9 ARE TO FAGS OF STUG LMLr�,r—!! ATEG OT NERWISE. I'<L Vl jil;i•!:: < 2. ALI.EXTCRIOR WALL FRAMIN6 SHALL M 2 X 6 LON=TRUGTION --__ ERIOR A FRAMING A AND AL I- :MNGTS�W ..LL SHALL B_2 X 9�r STRULT ON UNLE,>Z — .. __ - t - - - U •'- _' -' "- `^ 9. ALL WLRK�AI.L GOM1'LY ry TH THE M4551.:;HVS?TT5 STATE BU LD 3.:DE, __--_- -------_'— 2r C"PIP2'-E-ONE AND rAM11.Y DVfi L:v6 GOD[,ALL 'IND ALL WDRKMANSHIP AND BV LD N6 MA iEP AI 5 SHALL MELT OR E L- TE N ZED INW9TRY STPNDPR05 FOR EALH APPLICABLE TRADE. b. REYER TO OTHER DRAltl H6b AS PART OF Tn15 EET FOR MORE DETAILED RE-,REf- E �VV®n 06015,00 SECONDFLOOR PI AN RE6ARDM6 BUILDING MATERIALS,FOUNDAT1 AND 6TR-IMAL DE516N LRITE$i- L 115S�OUARE FEET - 6. S 'DETELTOR LOLATIONS HAVE GEEN`"-OWN'ON THE PLANS TO COMPLY WITH THE REWIRE-MENTS OF TBO LMF 5-005.Ib-FIRE FROTELTON 9TSTEMS. NONEVER,THE ARCNITELT EiEARS NO RLSFONSIBILITT POR THE DESIGN.FINAL PLALChE'.NT,OPERPTIgV GR MAIMENANOE 03-30-06 SLALEr 1/9'.1'-0' PROCEDURES OF THE HOUSEHOLD FIRE YW WN6 SY TEM. Awl SMOKE DETECTOR _ - ro' MAT D','L CTOF'.•_ .. ' U Fv R -` ka — ... - Ip. — — — —— — _ __ _-- _- "—. O 43 MM _ 3 --- -- - --- 4 x FRONT ELEVATION z 8 Z Q �® o w - - - i MA ra W � -OvT— M il KEE] LJ taJ aoaa ,..o M - V _. _ RF VL.I ON< Trj Rl&HT 61DE ELEVATION 06015.00 A AM y - - ARM c i • � c v U � I ro Sc7S (a7 9o9G (a7°A46 a; O U - O ©� U q �a PYl:9IdL5 F�K f�dE Fti54W115 n a REAR ELEVATION z F� SC-1 E q 9 z Q� � p O E B.Ilia BOURNE, I Is MA W G 1 0 V) j 1 � �n1oF0 0-06Rl a ZfJ..Ic � 3031c ZDilc 70510 ]0310 _ --- --"---- --- - — '"- — ---'-- r[vs10Ns - LEFT SIDE ELEVATION 5CAt6 1/1'=r-0• �.06015.00 03-30-GE RIDGE VENT TYPICAL ROOF FRAMING -2 X 10 RAFTERS°IC O.C. t -5/8'CDX PLYWOOD ROOF SHEATHING - -IS I.E.FEL"T UNDERLAYMEN'I m -ASPHALT ROOF SLIINGLES c m E '6 g PROVIDE INSULATION BAFFLES.TYP \'- "60 rn S? ] X 10 FELLING JOISTS a 16 D.C. ��" m I IPROVInE BRIDGING I BLOCKING U u AS RF.6;UIRED BY.CODE) k-30 BATT INSULATION � Q m� I X 3 STRAPPING WITH INTERIOR 4 .L• CEILING FINISH E O ME JAI.. DRIP EDGE O --ALUMINUM GUT'fEk t DOWNSPOUT 3/1'PLYWOOD SUBFLOOR - STSTEM OVER I X 8 PINE FASCIA BOARD _ - __ TOP OF_U SUBFLOOR-2110 FLOOR EL =; ____ ___.. TOP OF PLATS Ei-8.-0' - -y,C DOOR/WtruOW HEAD _ .';E-----TYPICAL EXTERIOR WALL ASSEMBLY EL FLOOR V -T IREFER TO S PI ANSI - -- IPROVID7 `GING r SLOCF'.61G - - 2 X 4 STUD 16.OC. ul AS REOH ..D BY CODE) •;} 3 I/2• E TI INSIULATION I Y. 8 PINE SOFFIT WITH CONTINUOUS VENT' - 1/2' CDX WALL SHEATHING WHITE _EDAR SHINGLES OVER AIR BARRIER s: -Y•8 OVER I X 3 BUILT-UP FRIEZE----- �' - - , X 3 STRA. :MG WITH r.I•.P.IOR - U CEILING FINISH 9�i •. at NOTE; PRF)VIDl a f BASEM_NT WISHOWN AN R.'\_;;,`,I'+•CE VENTS AS SHOWN - ` 1> ON THE FLAN.`,. PROVIDE AREAWAYS II AS REQUIRED AFTER FINISH GRADING U IS CGMPLE7ED. TOP OF SUBFLOOR-IST FLOOR 3/4'PLYWOOD SUBFLOOR (% EL.=0'-0• -- W ` TOP OF FOUNDATION WALL + ),�• r-a�_- ��(- ! -i.__���... 1 -; .a,2 EL.- O"II I/2• - -- -- - -��- 2 X 6 P.T. SILL PLATE AR F; o FLOOR JOIST (REFER TO 5-PLANS) PROUD` ASPHALTIC DAMP-PROOFING. C?O o� a a t0 (PROVIDE BRIDGING I BLOCKING AS REQUIRED BY CODE) 1 0 6' R-19 BATT INSULATION _ 8'CONCRETE FOUNDATION WALL 0' (2)A S BARS O WITH 8' X 14'FOOTING,TYPICAL Ul E S x - i TOP I BOTTOM GIRDER(REFER TO B-PLANS) MA CONCRETE SLAB WITH TUFF a � AT MID-DEPTH OVER 6 MIL. d m 3 1/2' ALLY- POLY VAPOR BARRIER OF TOP OF SLAB EL._-8'-I 1/2' —_ -30 0 G iElf TOP OF FOOTING r - EL._-8'-111/2' ----�-_J z {---TYPICAL EXTERIOR WALL ASSEMBLY 2 X 6 RAIL CAP WITH ROUTEREO EDGES Q 2 X c P.T.TOP RAIL BUILDING SECTION A E_ 2 X 2 P.T.BALUSTERS 14'MAX.CLEAR SPACE SCALE: 3/8" = 1`0' 20 OZ.ALUMINUM FLASHING BETWEEN BALUSTERS) DECKING ( 4% 1 ALUM.PLINTH BLOCK SPACER . J!/ AT EACH BOLT Z 3/1'GALV.CARRIAGE BOLTS AT 32-O.C. ]%6 P,T.BOTTOM RAIL aA 2 X Ip P.T.FLOOR JOISTS AT I6'O.C. O. 3/1'GALV.CARRIAGE BOLTS EXISTING OR -- -- NEW FLOOR FINISH O _ / O LO NEW F. BLOCKING EXISTING j NEW E GALV,JOIST HANGERS —BUILT-UP GIRDER 1SEE FRAMING PLANS) ?X IO P T.LEDGER BOARD / --- - U X6 PLATE BESTED/ 1 C FLANGE __ �--1 X P.T..FLAILING BLOCK 'WITH 3r 3'PILOTS A' 'IC,STA;,.r F.P.ED . i STEEL BEAM �I —4 x 4 PI P!'AT 'OLID WOOD BLOCLIED ,_- _. - •'r.H Pd "il}I{R""&,XL,10 WEB MTH 3/8 B�Lr;�24'O.C. DECK/BALCONY GUARDRAIL REQUIREMENTS: nPsoN GALV $t\NOOFF POST LASE AT 11'O.C.STAG '.:0 ->. - _ iMODEL NO,f_Btig4) FROVICF ID 5/8'UTA �I CrnLV TITBIT f30.f.`�n.+RF.OLIIREU _-- -JOIST NANG'cR I 'T!iP OF GILIRURNL. SIII\LL NOT BE LESS TITAN 3L'ADOVE WALKING.:UFFAC E. RE V151(iN, <- -NEW OR EXISTING JOIST 2. INTERMEGAFF RAIL \NTJ POST GFIALL Far SPACED SG AS TO PREVENT rI _.THE PA55AGE OF A S'OR MORE TJIAMF BE CeJECT IT- IT �U � Ir •- -- -N-W I X 3 S7RAf'^ING (,d AF:DRAILS,HAIL BE (lJNjIP I r D 50 A" TO T pomnf !J(JIF. f.F G r EN1Rh_A TEf.I L \D AND SCICa/lt OF UNIFORMLY CI )k1EIlI GIJ 1D:. RE-hR TO. 7R I80-10.5 AND TAil.t:LEI r.+ _ \"-------- 4EN CEILING FINISH 4 ALI. IJORK `HALL COMFY WUH I.+F. rta35ACHiSL(I FiTATF BJI I:ANC C(IV` 'le0 GMC �- — — rlNl nl'\GR,DE RE tE PIER iIIN.4P:'yELf,W I . CHAPTER 34-ONE AND IWO FAMILY I.WELLINC,CODE.ALL MUNICU'ALITY ORDINANCE')AND B'I-LAI115. L LAG p01.3 X 3'10NG 5. ALI, fl AFD:ANoHI EACGI AhPLING•p lCR1'"SHALL MEET OR EXCEED RECOGNIZED INDUSTRY P .: --^------_ An THROUGH BO'TTO`I OF FLANGE TU POST 06015,00 6 REFER TO OTHER DRAWINGS AS PART OF f;iG FEI FOR MORE. DE'rAILE".REOUIREMENTS RFGARDING BUILDING MATERIALS.FUUI AI ION? AND SIRUCTURAL DE51GN CRITERIA. -- L X t WOOD POST BEYOND - OJ-:iC-O6 STEEL BEAM/WOOD DETAIL TYPICAL P.T. DECK FRAMING DETAIL SCALE 11/2' F-O' SCALE:3/1`-I'-G' a < N � O 1 m r E� 5TRUGTURAL DESIGN GRITERIA o o - ID DESIGN CRITERIA: ?' THE FOLLOWIN6 OUTLINES MINIMUM PERPORMANIC -TANDAROS FOR�C/_CAIr'f THE PRO.EGT AND THE BASIS WON Y'WIGH 5110 C RAWIN65 or ANY)WILL BE REYIEYVED. 1 BUILT-UM GIl.';UtR I.1 TYPICAL ALTERNATE 5TANDARD5(FOR L'G IREMENI$NOT r-,4C H15E `.DILATED 0 N ANCHORED TO CONC.COLUNN3 L IN THIS SPEGIF IGHTION GR\ ftELATEU UR.vJh59) AF'LIGABLEEUILDIN6 GLUE(INCLUDINf. -INDUSTRY STANDM.DS REPERENCED THERE-IN)OR PRODUCT MANUFACTURER'S \L_I RECOMMENDED 5TANDARD,WHICHEVER 15 THE MORE STRIN6EN'I'FOR A PARTICULAR ITEM V n o+ PST OR CONDITION. () .� H.1 OEM a SIZE INDICATED) 2.n ui O __ --•-- , (1YPE LOADS. , p : (3)1 X 12 P.I.GIRDER :1.1 2.1 STRUGTIRAL SHE ATHIN6, WARNS I YL 2.1.1 FLOORS: 9/4"MIN,iHIGK,T,b,GDX PLY. L, a 2.1.2 EXTERIOR WALL /2 5: 1 "MIN.THICK COX FLY. 2.1.3 ROOFS: 5/6'MIN.THICK,GDX PLY. - 22 FINISHES. THE POLLOMN6 REPP.ESENR5 5TRUCTURAL DESIbN CRITERIA,NOT FINISH SPECIFICATIONS)} x B P.T.FLOOR JOISTS^Is^O.C. - leTE• ( ..L� PROVIL'E YXN C'CLKW6)'T - 7.2.1 FL003 PINsHM5 AT ENM J-5,BATHROOMS AND KITCHEN AREAS, A55UMB THIN-5ET 06.MAx•TTPICAL CERAMI M C TILE OVER 1/2"I.LENT FIBER BOARD UNDERLAYMEcNT 131]%1]P,f.GIRDER 2.2.2 FLOOR FINISHES AT OTHER HABITABLE AREAS. A-ID)ME 3/9'HARDWOOD FLOORS I 2.23 WALL FINISHES- ASSUME CERAMIC TILE WITH 1/2'-GEN'ENT FIBER BOARD BACKER AT T'fB1 LSM kINBOARD TYP - PLASTEROTHER LOCATIONS 22.9 CEILING AND SMOINEARSgSUM.^ _ ALL • 1 - ... _ -.. _. __.,- -. _.... _ 223 ROOF F1N15HE5. ASSUME ME..Y ARCHITECTURAL GRADE ASPHALT 5HIN6Lc5. A e I^"!9LL@BOARD AND PLASTER pv' DUTY A � 23 M-1XIMUMDEAD LOAD OF 10 P.S,F. X 10 CANTILEVERED FLOOR I]-0(: SO LIVE L^ADS. O r". - _ 3.1 FLGCR....A�5 311 LIVINb AREAS 40 P.S.F. 3.1.2 S..EEPIN6 AREAS,30 P.S.P. I! L BA_.:ONIES AND DECKS:60 f'3.F. I . N j 3.1.4 'I4 NHA01'IABLE ATTIC SPACEI, 10 P.S.F. L� 5.2 SNOW LOADS MA BUILDING LOGE PON JOB 51Ti:LOCATION 3.3 WIND LOADS. MA BOLDIN6 CODE FOT..JOB SITE LOCATION AND EAPOSURE. G (J)7 X 1J FLOOR JOISTS n 14'i),C. - 4.0 ALLOWABLE DEFLECTION, Zj '.... `� 4J FLOOR/CEILINIS AS5EME'LIE5(INGLUDIN6 5UPPORTiV*9EAM5)-(NOTES WINDOWS AND DOORS-ASSUME NAILIN6 TABS AT JAT35 AND HEADS,WITH MANLP, x ' J RECOMMENDED NEAR CLEARANCES OF AF'FROXIMATELr I!"') - U 1 - 4.1.1 LIVE LOAD DEPLECTION, L/4EO W TO 1/"'MAX. �a 43.2 TOTAL LOAD DEFLECTION, L/240 UP TO 5/4'MAX. V n 9.0 MATERIALS u x 9.1 FRAMN6 DIMENSION LUMBER r LOAD BEARING DIMEN51ON LUMBER FOR JOISTS,STUDS,PLATES,RAFTERS,HEADERS,BEAMS AND 6IRDER5 ETC.SHALL p 131]X 17 GIRDER CONFORM TO DOG PS 20,AS LISTED IN-ISO G4,R,APPENDIX A.AND TO OTHER APPLICABLE STANDARD'S OR 6RADINS RIR.ES AND SHALL BE 50 IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION I55UED BY AN APPROVED AGENCY. THE GRADE MARK OR CERTIFICATE SHALL PROVIDE ADE-OVATE d - - - 31]L I' Glk ER - INFORMATION TO DETERMINE FE.THE ALLOWABLE STRESS IN BENDIN6,AND E,THE MODULUS OF ELASTICItt. (D..N _ - 5.IJ ALLOWABLE J015T SPANS, THE CLEAR SPAN OF FLOOR JOISTS SHALL HOT EXCEED THE VALUES SET FORTH R1 TABLES ISO GMIR 36G5.2.3.IA,S6G523 TB AND 56G5 23.16. THE MODULUS OF ELASTICITY,S.AND THE A-'TU AL X %10 FLOOR 57PME55 IN BENOIN6.FB.SHOWN IN THE TABLES SHALL NOT EXCEED THE VALUES° ECIFI_ED IN TABLES s= 3605.2.3.ID AND 5605.23.1E LISTED AT THE END OF T60 CMR 36G52. JOISTS n leG.C. 51.2 ALLOWABLE 5PAN5, THE UNSUPPORTED 5PA45 POR CEILIN6 JOISTS 5HALL NOT EXCEED THE VALUES SET ' - FORTH N TABLES-IW GMR,36062.4AA TNROUSYV_b 36082 ADD. THE UNSUPPORTED SPANS FOR RAFTERS NOT OT EXCEED THE VALUES SET FORTH IN TABLES T60 GMR.960112AA THROtAH1 5606.2.4X. A 5.13 PLYWOOD SHEATHING: AND WOOD 5TRUGTURAL PANELS USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO DOG PS 1,DOL PS 2 AND HPMA(ANSI)HP,AS LISTED IN 150 CMR,APPENDIX A. ALL PANELS SHALL BE - _ IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. PLYWOOD AND WOOD STRUCTURAL PANELS SHALL COMPLY WITH THE 6RADE5 SPECIFIED IN TABLE ISO GMR,9605.5211A. ' E 5.13A WHERE USED AS SUBFLOORIN6 OR COMBINATION 51.13FLOOR UNDERLAYMENT,J,400 5TRVGTURAL PANELS 1 SHALL BE OF ONE OF THE 6RADE5 SPECIFIED IN TABLE 1150 GMR,S60552J.IA. WHEN SANDED PLYWOOD a is USED AS A COI'EIMATION 505FLOOR VNDERLAYMEENT,THE 6RADE SHALL BE AS SPECIFIED IN I TABLE 160 CMR 36GS.32.ITB. w E- S.] ENGINEERED WOOD Q : ALL BEAMS,HEADERS AND&RDERS SPECIFIED ON THE FUNS AS LVL SI BEAMS,OR COMPOTE tEUILT-UP)LVL BEAMS, z SHALL BE AS M0%NJFAG7VRED BY TRUS JOIST MACMILLAN OR APPROVED EQUAL. ALL 5PANT5,LOAD CAPACITIES,„ - BEARN&CONDITIONS AND FASTENING SCHEDULES SHALL BE AS REQUIRED BY THE MANWACTI.RER.1.�' ' -' �2N 6.0 INSTALLATION STANDARDS. �y 7 DOUBLE JOISTS -' '.. - .- -. _ pJ'C�� rrrJJJ 13) Arl 7 X 10 6.I FRAMING SYSTEM, WESTERN PLATFORM Q tN 6.2 WOOD POSTS AND JACKS 5UPPGRTING WOOD FRAMING "i �� 1•`• - - 6.2.1 NNTHIIN 2 X 4 WALL FRAMING: 4 X 4 MIN a 6.2.2 WITHIN 2 X 6 WALL FRAMING, 4 X 6,OR 6 X 6(REFER TO PLANS) 1 q 1+T ` 6,23 ALL WOOD P05TS SHALL BE CONNECTED TO THE WOOD PRAMIN6 AT\ W TOP WITH METAL P05T GA A,C.OR A.CE.BY SIMPSON. I�P b3 COLUMN (BASEMENT OR SXTERIOR LOCATIONS):9 1/2'LALLY COLUMNS BOURNM 131 2%12 GIRDER 6.9.1 BASE PLATES, 9PRIN6PIELD BEARING PLA7ES FBLDED TO GOLUMRL 633 GAPS(COM•ECTIN6 COLUW43 TO WOOD FRAMING), 5PRIN6PIELD BEARING M& PLATES OR SIMPSON"CC-TYPE COLUMN GAPS 6.4 ANCHORS,CONNECTORS AND HAN&ER5 REFER i0 FOIJNDAiION PLAN 6.4.1 SIZE,GONPI6URATION,LOCATION AND OVANTITIES TO MEET WIND.EARTHQUAKE - AND GRAVITY LOADS. FOR$LAB N(TtES - -� 6.4.2 JOIST HANbERS: TOP FLANGE TYPO(IINtl.E55 NOT FEASIBLE)SMALL BE USED AT ALL GONNEGTIONS AS REQUIRED. HANGERS SHALL BE 14,ESA.MIN.WITH ALL HOLES FILLED WITH REOVIRED PAST-cNERS. - 63 WALL PRAMIN6 - .. 63.1 ALL EXTCRIGR WALLS SHALL BE 2 X 4 OR 2,X 6(AS INDiGATED ON PLANS) EXTERIOR WALL HEATMING=•HALL BE FASTENED WITH IOD NAILS AT 10'O.G.AT INTERIOR SUPPORTS AND ILO NAILS AT 6'O.G.AT PANEL ED6E5,UNLC55 OTHERWISE ' r NOTED ON PLANS N 'NJ iR,^"YQJ "�(O.Y:I.!ul,Y.al7cSr�A awl 6.5.2 2 x 4 INTERIOR 5%0 BEAR W.WALLF,SHALL:BE 2 X 4 5TUD5 AT WOG WITH BLOCKING Al;MID HE16M FOR WALL5 C."CR 4 F'ET HIE N!AND H ETA!_X-BRAC(NG(51MY_,GN s RORS TIE TYPL AB)IJ.O.N. - 6.6 FLOOR AND GEILINb FRAMING(UNLESS NOTED OTHERWISE ON ATTACHED REVISIOINIS DRA WII`k"i5): DIMENSION LUMBER. 6.6.1 PROVIDE DOUBLE JO15T5 BENEATH ALL BEARING PARiTTI-5 AND AT ALL ROUGH OPENINGS. Y IT-II-O]GENERAL - ' 662 PROVIDE SOLID BLOCKING FF^-ETWEEN JO15T.'.AT SEARING WALLS RUNNING PCRPENDIr VI-AR I TO WALL AND CETWEEN,;015rE,TO EITHER SHOE PO P,ARTITION3 RUNNING PARALLEL TO FRAMINS, 6.6,3 PROVIDE SOLID N:RID61N6 AT 6 PT MAX.O,C. - b.6 4 FLYWOOD 5UISM.00R SMALL EE 6LVED ANTI NAILED WITH AD NAIL5 AT 10'O.G.TO INTERMEDIATE ' OR15 AND 6D NAILS AT 6'O.G.TO PANEL EDGE 5UCFORT5. 6.1 RAFTERS(UNLESS NOTED OTHERWISE ON ATTACHED DRAWIN W, UIMEN510N LUMBER. 0601 5.00__-- END. FIRST FLOOR FRAMING PLAN - ---- oa-so-vs SCALE,1/4'=r-O' LE&END —-—-— - BEAM(TYPE 6RC.1r loAT[D) reA41N5 AALL b-C.DE:.DLID AT E;.GLI:INS / L 9M.RIM60ARD•v,TTF. ' >ti u w 0 U 71 10 FLOOR J015T5 a 161,ox. ^ W m o a /&LA. 1 6 x (FL_-107" 2 r ��r x ID rLOOR sr!.c I(' O ► I I i ! k BOURNE, . - - • --. —'T._7 X 10 LGOR.A:I5TS N 16'OL. MA Q ra 1- � OF 3�3a_ob YnC x 49 STEEL BEAM / 7 x lot- X's 5 o I•OL. - w REVISIONS . i I)-k-O)GE NERAt 06015.00 SECOND FLOOR FRAMING PLAN G3-30-G6 SCALE.I/9" AIN& Aft e W � . fv U ti � � c U 1 1 ` � U t L J IJ L.J-.J.- I—L.J.-- L.J.fl L.J.-L -L J 7 x li RIDLE U " 7"x it RAOERS�n1'IC O.C. ,LL2 `�Ft Cz7 F- J.Aij lZ �S r _ --------_ —J — BOURNE, cl MA OF , x ' 5.� 1?roJ3t�6,R' ;,lia�'@IY ROOF FRAMING PLAN REVISIONS SCALE:1/9'-1--p• 06015.00 03-30-06 a-3 : F Design Data NOTES Finish Grade Residential — 4 Bedrooms 1. Water Supply For This Lot is Municipal Water. *** No Garbage Grinder *** 2. Location of Utilities Shown on This Plan Are Approx. 3' Min Filter At Least 72 Hours Prior to Any Excavation For This 3' MAX Daily Flow = 110 x 4 = 440 gpd Womacted Fill Fabric Project the Contractor Shall Make the Required SeQtic Tank: Notification to Dig Safe (1-888-344-7233) 2" in 8„ _ 2„ 3. The Contractor is Required to Secure Appropriate P a Stone Design Flow: 440 gpd x 20090 880 gpd Permits From Town Agencies For Construction Use 1,500 gallon H-20 Septic Tank Defined by This Plan. • © r O © Fm 4. Install H-20 Risers with Cl rims and covers to Finished O F=_1 0 O � Leaching Area: grade if subject .to vehicular traffic. In all other areas 3' Install H-20 Risers/Covers to Within 6" of Finished Grade. 21 E3 0 � � © 440 GPD / 0.74 595 SF Required 5. All Structures Buried >= Three Feet or Subject �0 0 C0 ED a0 314" 1 112" Sidewall = 185 SF 2x(12.83'+33.5)x2 to Vehicular Traffic to be H-20 Loading. Double Washed Bottom Area = 430 SF (12.83'X33.5) 6. Septic System to be Installed in Accordance With Stone 615 SF Total Provided 310 CMR 15.00 Latest Revision and the Town of --4'-10' Barnstable Board of Health Regulations. Leachina Chamber Design.• 7. All Piping to be Sch. 40 PVC. 12'-10, All Pi es to be Schedule 40. 8. Wherever Sewer Lines Must Cross Water Supply Use M-500 Gal. Leaching Chambers Lines, Both Pipes Shall Be Constructed of Class 150 In a Washed Stone Field as Shown. Pressure Pipe And Shall Be Pressure Tested To CROSS SECTION OF CHAMBER Assure Watertightness. NOT TO SCALE Check: (615 x 0.74) = 455 gol -- (OK) 9. This septic system .was designed with no domestic garbage. grinder. 4N OF tea" PETER s11LLIVA i, Va.92-9733 FF EL. 38.5' CIVIL •• F.G. EL. 37.5, See Note. 4 (typ.) See Note 4 (typ.) F.G. EL 38.0' See Note 4 (typ.) Filter Fabric .,` . . . . . . . . / Top El. '35.19' (Min.). .t 1,500 Gal EL 34.40' O O O O Septic Tank Gas . E ® C O ® G H-20 Baffle O—Box Flow Equilizers C C3 O O H-20 — Leach Chambers j S (3),500 gallon :,_.,,.v..:..,:;r.;•:,:.,•>::€•^�s:,a,;;•.:;r, :a•. .tx.r:'••� :: Bedding, "T"s. "U"s. H-20 �p FOUNDATION Br & Baffels If Encountered Remove & Replace N o OTHERS as Per Title 5 All Unsuitable Solis Within 5' of cd The Outer Perimeter of The System 10, Min. Test H ' 20' No Water Min. PROPOSED SEPTIC SYSTEM PROFILE Groundwater.® El. 10.00' NOT TO SCALE , —Per T.O.B. Maps Plan Revision: 3131 2006 — New Building Footprint Plan Revision: 3/29/2Q06 — Update Test Hole Data TITLE: Site Plan Of PREPARED BY: Sullivan Engineering, Inc. PREPARED FOR: 0 Proposed Septic System P.O.Box 659 Joseph & Linda Murphy DATE: MAR 24; 2oos m At TO Tobey Way 0stevlle,MA 02655 29 Butternut Drive SCALE As Noted ti Barnstable, (W. Hyannisport) Mass. Tel(508)428-3344Fax(508)428-3115 Sutton, MA 01540 PSullpEvaol.com PROJECT # 26007 N Al lug -- �- A r�i f N� e �■ t•.',• � •�. � ?"° orm Treat r .. ', _ •,• "' `t �' --ej� r¢� o. fin. 35' Private Way,� WA Y 4Akp NIP Mhshinp&,n F s Trust t 3—— I 15 .1.. a> 2 ---'---- ------ -'------- is —— — \ \ 6• r {4 , 2- w. _ — i 24.2 ------'---- e----'------ --�--------------'-------- ----'-�V I '� Proposed Ori� Setback(side do rear "� Ltx8ti��n M9p Yeway 1'�2000t' qj Proposed 1.500 , yt _ gal Septic Tank Reserve LOT V i VV 1 H 44,554-+SF I.° l Proposed - -80 —2 + z 8\ 12.83' + I — W 2 St `S'i a° i y � ' Dwelling \ 0 t-- _1 � �+ PERC TEST. 11,248. PERFORMED BY SULLIVAN ENG ° I N Garage \ \ DI 4�1 O p i NIINESSED BY.- DON DESMARAIS, RS ■, BARNSTABLE BON W i `�712.83' 7z, SOIL EVALUATOR: JOHN O'DEA Proposed SAS With D \ ; W DEEP HOLE #1 DEEP HOLE 13 O \\ (3) arb at Leach PERFORMED BY SULLIVAN ENG PERFORMED BY SULLIVAN ENG.' Chambers 14rith J ��^' �'_ 9S�4.SAS(f_rQn�—.--_--J O MAR 24 2006 MAR 24 2006 1 _ L-.____.-_--._-____._�__.__�.`.____._ Stone \ Q Q - AT (FADE EL. 390 AT GRADE EL. 3e0 1 Y Vi 0 LAYER 0 LAYER O - -ORGANIC ATTER 37.6 ORGANIC I/A TIER 37.3 c_- _---_ S86 51'50'E + Z 8 LAYER 10 YR 4/6 8 LAYER 10 YR 4115 ————————————————— S85 54'27'•E 60.6 CB/bH Find X-2-Z' LOAMY SAND 6-32 LOAMY SAND a $ 339.51' A Tap Of CB/DH - C1 IAYER.25Y 6/4 G1 LAYER 23Y 6/4 S '�f N N� t. El = 38.80 - MEMM SAND - MED0JM SAND 30.7 6e�,, ermo L ZOtiZZ/764 Asaline Stree uuYE�2�Y oR1CH�fyi7 G'. t 34- —MEa�M&ANC 27A W_ _c_ a 2s�r.7/a a7_a „�f�'1 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED .29 d t ( 40' Public Wa •2a�7`�t� � cos - lNFli�?i=11k "' Y ) DEEP HOLE fj2 DEEP HOLE ,¢4 CQ'aI 034310 PERFORMED BY SULLIVAN ENG PERFORMED BY SULLIVAN ENG * A ll MAR 24, 2006 MAR 24, 2006 C - AT GRADE EL Ian AT GRADE E1. Ian - 0 LAYER O LAYER •- ' ORGANIC AiTER 37.6 •- ORGANIC MA TTER/T1NGS 37.6 8 LAYER 10 YR 4/6 B LAYER 10 YR 416 3•-33• LOAMY SAND 353 36-280 LOAMY SAND 357 - C1 M MMM SA 6/4 _ c1 MUEDrt�iM SAND/4 OWNER: ZONE: RB FLOOD ZONE: Legend. c2 LAYER 2.5Y 7/J C2 LAYER 25Y 7/3 >ss L _ L�EnIu+I&AHD _ 26a -L _ SA _ 26A Norma I. Holder—Hall Area (min.) 43,560 SF Community Panel No. ® Catch Basin PERC ZEST PERc MST _ NCH JS0 36• RESULT<TIRN J50 July 2, 1 92 D El CB �H NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED P.O. Box 164 Frontage (min) 20' July 2, 1992 ©. Water Gate round West Hyannisport, MA 02675 Width (min) 100' Zones C ) Setbacks: Utility Pole ASSESSORS REF. Front de t 1 Or OVERLAY DISTRICT: o Iron Gate Map 246, Parcel 082-001 Rear 10' AP — Aquifer Protection District As Shown on Plan Entitled "Revised Groundwater Protection 40 0 20 40 80 160 — Plan Revision__3 31 2006 — New 8uildin Footprint Overlay Districts" April, 1993 Plan Revision: 312912006 — Update Test Hole Data GENERAL NOTES PREPARED FDR: PREPARED 8Y nE Site Plan of 1.) The property line information shown was compiled from available record � Sullivan Engineering, Inc. CapeSury Proposed Septic system N information as shown on an Existing Conditions Plan dated Mar 10,, 2oos. Joseph.&Linda M hy Q T Parker Rood P. Box 659 2.) The topographic information was obtained from an on—the—ground survey 29 Butternut Drive OeterOle. MA 02655 ;,,e At 70 Tobey Way ° performed by CopeSury on/or between 06/OCT/04 cnd 081,WAR/06. Ts(10)4=-�4 F(30).W-311e O,1, Sutton MA 01540 L'�'`kA*W`IPM Barnstable (v.x 3.) The datum used is Approximate Mean Sea Level from Town of Barnstable `y ��DNB/JOD Rev. Der« Freld: NrRc/.�M Y��spo1't) Mass. GIS Department. Orate DNB/,JWI Job -76007 ConyxIbroR RLN/,PM A7 M9/2¢ 2006 SCAIZ. 17_4()0 Vu Redee: Job A Gul 1 ----------------- ............ ------------ ............ .................. --------------- The MURPHY RESIDENCE LOT 6 , TOBEY WAY H.YANNISPORT, MASSACHUSETTS CONSTRUCTION DOCUMENTS AUGUST 03 , 2006 RESCOM As 77'-0• 18'-0• 14'-0' 74'_0• 78'-0' g'-p• 7•-0• � vi 6'- 2'-B' 8'-7J¢• 1-0.2'-8- 6'-4• 8 S. 1' T-7Yt' 2'-9• T-71¢• V gX 8 I _ __ r-------------------- L---------1 - - .I Ir---- 1 --------- I o V aov ----- -- -------------- F BEAM ----- -------- w I I I I I LJ I J COPOCKET V �IA CONCRETE PIERS ON I 0 CONCRETE FooRNc I I 1a BULKHEAD c 0 n .7 I I I I in a I ,o—Bv: B-Br:n I r I' ---------------- -- --------------� I I —�g ------------------ --------- I L---r----J j i--------J o Ir-- A I r--I I O I • r--------------- 0 I a in rI -rII--I�----i------------ J -----------"P=OCKEr .�I 0'----------- _ _�I --------J L n' BEA ' ——— ————— ———————— II I A6 I 1 N BEAM BEAM II i I I 1 I m I POCKET I POCKET I I 0 I L. I 8' 0 N I I 30'X30'X15'DP _ I CONCRETE FOOTING r/ PROMI II I I I I I I I I I It— LINES�W BPEOACMK ET J I (3)/5 BARS EACH I BAM KN N rWAY TYIWAL FOR(8) I I I I I I POCKET-------J r—I I I L—T_J A I --------------UL------------ B m Irl I I II -------------------------- A I Irl I 1S'—ar: 4'—>Xi• '-5- 14'-2;: --- 3'—a•I I I I e of IL I I I I m rJ1F— — — —I II j I I I '.-4 I I I I I I ( I Ir II II• b� IIIIIIIII III IIIIIII JLr—_—III � c q m THICKEN SLAB 12. 4 COTHICK UNDER L - J N� BEAONG WALL _V6 I I BMI ————- GARAG IL- ---------- ------ 4'CONCRETE SLAB OVER 8 MIL POLY VAPO R 1-- 2a6 BEARING BARRIERSLOPE TO DRAI N WALL on P.T. PLATE I VAPOR�� I I I I BEAM BEAUMfi I I I I I I I I I I L POCKET POCKET I I I I I I 1 ---- -------f r------I ---- I �I I I I r I I I I I rl -------------� I I r- -� i 1--� ---1j ------------ ----------Lj I II ol I L ---- I I H O :------------ I I I L-- ------J 1 a I --- , e 1 0 II.Irl------------- --------------------- ' -- ---------J FOUNDATION NOTES: 1-D• 12'-815' 3'-7%" 2'-B' 3'-7)1 1. ALL WORK SHALL COMPLY M7H THE MASSACHUSETTS STATE BURDINO CODE-7BO CNR CHAPTER 36-ONE AND TWO FAMILY 10'-0. 30'-0' DVIELUNO CODE.ALL MUNICIPALITY ORDINANCES AND BY-LAWS 2. CONCRETE SHALL BE MINIMUM 3.000 PS AT 28 DAYS OR AS SHOWN OTHERWISE III 74'-0" 3. 13D BILLET �COGAS5S CONFORMING TO ASTMA61GRADEE ft PIOUS 4. CONCRETE SHALL BEM ON SUITABLE UNDISTURBED EARTH. 00 NOT PLACE CONCRETE IN WATER OR ON FROZEN GROUND. S ROUGH OPENING Shy FOR BASfl1E7NT DOORS.MINOon d VENTS TO BE VERIFIED BY CONTRACTOR BEFORE PauRHNO ANY CONCRETE TYP. & REST ALL FO07MM ON FIRM NATURAL GRANULAR MATERIAL FREE FROM TOPSOIL,ORGANICS OR CLAY HAVING A MINIMUM FOUNDATION PLAN MECHANICALLYN CAPACITY OF 1 1 TONS=IffG;&TNIS. a�O8O15.00 SCALE 1/4' 1'-0 7. SLABS SHALL BE CONSTRUCTED WITH CONTROL JOINTS HAVING A DEPTH OF AT LEAST 1 4 THE SLAB 7NICKNESS BUT NOT LESS THAN ONE INCH.AND SHALL BE Sp=AT INTERVM.S NOT MORE 05"OS-OB THAN 30 FEET IN EACH DIREC110N AND SLABS NOT RECTANGULAR IN SHAPE SHALL HAVE CONTROL JOINTS ACROSS THE SLAB AT ACNTS OF ACCORDAANCE OFFSET.�CIAROFFSETR-,a&mS TEN FEET.AND IN & A-0 ' N 76'-0' 3 2'-0' 18'-0' 14'-0' 14'-0• 5'-5- 5'-2- 1'-5' 7'-0' 7'-0' 3'-8' 6'-8' 9'-0• 9'-0' tR O UP . OUTDOOR SHOWERTt CW155 CW255 CW155 ; q --------- n CI OS 4 h MASTER BEDROOM m cf --------- ~ -- O I m A-6 CN255 C255 CN255 I I I I I I I I c f- - - -i-L N CW2SS CW2S5 I I ITwcdiiec I I m �+ I I I I I I MAKEUP IQ o mmMASTER ' I I I I w I I I I I I DINING ROOM �i I I I I R. I I I I I ✓`i a I I I I f l I INSULATE ALL INTERIOR c T i' prpr PARrtraARS TIN/Y I a i 4'-0• 3'-S' S'-5' SOUND A TBM.BUTTS q i FAMILY�4 I q �e a q I CATHEDRAL CEIL$NG NC - --- ------+------ G FlREPIACIf NOOD MANTLE I ' � 11!3- 5'-0'-----' SINK I I I I I ?S DOVEN BL 3'— - 2'-7• a I I I I ID I. . I I I IKITCHE I I I REF RANGE I P Y I I I I (5)C&CX WINDOWSGARAG I L-------- i o r/CHECK RAIL I o in • N � I (_"� PROVIDE 7T• �-------- � N a C C155 CX155 C155 BEN AT ALL WALLS A CElUN05 I O I To m OIF FI I I m � FOYER I I . TYPICALI II BACK HA m oo 3' 3- I I a4 m UP a N BREAKFASTLAUNDI CIR20 . m L———————— PROVIDE _ _ h e n I I COVERED PORCH w/CHECK RAILc CONNECTIONS o FM, ------------- CW145 CW145 CW145 - CX155 CX155 CX155 a 4 3- 3' GENERAL REQUIREMENTS: 4'-3- 4'-3' B'- 4'-10' 5'-0' 5'-0' EO E B'-10- W-2- 8'-2- 8'-10' 1. ALL ONDISK N5 ARE TO FACE OF STHO UNUSS MCA70 OTHERWISE. 2 ALL EXTERIOR WALL FRAMING SMALL BE 2 X 6 COMSTIACTICH AND AL NTERDR WALL TRAINING SHALL BE 2 X 4 CONSTK=ON UNLESS 3'-9' 13'-BVt' 10'-0• 4- 30'-0' OTHERWISE NOTED. KVISKM m _ 1 ALL TERM 8- E AND nTH THEFAMILY YAVEUJNG ETYSCOD.ALL umcipABUILDING Ty a 7B0 CMR 76'-0' oNA•Tm x-ONE AND TrD FAMIEr DWEwno caoc ALL MIMOPAIRTY ORDNANCE9 AND 9r-uns. 4. ALL WOMOMAN$IIP AD SUWDNO MATERIALS SHALL MEET OR ERCEED RECOM=INDUSTRY STANDARDS FOR EACH AMICABIE TRADE & REFER TO OTHER DRAWNOS AS PART OF IM SET FOR MORE OETAIED REM RDOTTS REOARONO MAMM MATEWA&FOUNDATIONS AID 9OWCRXRAL OESION C/ITEMA. & 910E DETECTOR LOCATIONS HAVE SEEM 9400H ON THE RATS TO COMPLY WITH THE �•�OBO1 S.00 RETXM TENTS OF 760 aIR 35"16-FIRE PROTECTION SYSTEM& HOIEVER,THE ARCHRECT BEARS NO RESPONSIBILITY FOR THE OESM.FINAL PLACEMENT.OPERAMCM OR MANTEUINCE FIRST FLOOR G PROCEDURES OF THE MOlMK)D FIRE MAR/MO SYSTE. ARA AREA_ 1,BB8 SF CIPJAINMIT FIRST FLOOR PLAN GARAGE AREA- 847 SF EWR_DESTINE WIDOW RELOCATED 09-03-08 SCALE: 1/4'-1'-O' SMOKE DETECTOR SIZE-2-MULLED WIDOW TEAT DETECTOR OMLED)-MOM MANED TO TMDOR/D= l �_ CARBON MONOXIDE OE7EC10R I I - lIII 1�-2/ 1 2 ;In ,z/,—z L 11 11Y ,z u i 5/12 0 s/12 I II -_v;; =�I _ _i I .0 12/1 15/12 ❑L4 c=JL - iI is/,z 2/12 ; WO � 3 4g------ l 78'-0' IL I12/12 =a --- - �y 2'-0' - 18'-O' 14'-0' 14'-0" 78'-0" 9'-0• 3'-0" S/12 II r LS ,'-o' 1 II -1• 7'-0' 7'-0" 7'-0• 7'-0" 18'-0" n 5/12 cJ L I,?-/1a�1 15/12 -2 'J �I I = s- I r / CW245 12/12 12 S 72 - 0 _ I I m 1 I I I ROOF PLAN I I I SCALE 1/8"-1'-0- o I I I I in I I F I ro ; BEDROOM 4 I I o I I b AW281CD I 1 p I 2'-4- I. ^ c q SL I OPEN TO BELOW jA __ q BEDROOM 3-tl 2-66-4 1 e gnIttA1E A11 ortE,aort ( _ � CLOSEE I m . _ OPEN to A HAI I 3'-8• , O a o ON � n LN o o - I BEDROO I CEQAB 3 O68 SS , m AW281 m I COS 2'-e in a•_0• CLOSET co 4'-0" 3'-8- 5'-5 1 OPEN TO BELOW I AW281 AW281 - I � a CW145 CW148 CW14SREASM a I ") lV 3• 8'-10• 3'-0" 3- 8'-1" 3'-10" 8'-1• 5'-8• g'_g• - sow 08015.00 2'-0' 16'-0- 14'-0' 4'-%" 9'-2• 1 V-0- 06-03-OQ 78'-0' SECOND FLOOR PLAN SECOND FLOOR LMNO AREA- 1.288 SF /` -2 T01 _ ==_====_ — ===___ __________—___—_ v _ _ __ — — — ==== ==_==== —_-_=_ _ -------------------- ----------------- -----=—-- --=-- ___=_______— _____=====_=— ----- — --- — ___— — — ____--- __= — — — _ --_====_ =_...... _ ...... — —=_==_--_ _ ==========_= =_--__ — _ _ W --- — _ - --- — — — — - --- _ _ — — MPH Y dddd.. ,ON tx FRONT ELEVATION - - - SCALE' 1/4'-1'-0', CD Wwl H "q a REVISIONS \ �06015.00 oe—o3—w LEFT SIDE ELEVATION SCALE: 1/4"_1'_O" - A_3 3� ED 0 ter, FE-91 ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑®®❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑Ell HID❑❑❑ RIGHT SIDE ELEVATION SCALE 1/4'-1'-0' m yy N O E0 no 1-i mFM �� REVISIONS n um ®e a m 08015.00 ° oe--o3-oa REAR ELEVATION SC&E- 1/4*_1'_0' A-4 O • 3� RIDGE VENT TYPICAL ROOF FRAMING 512 2 12 -2X RµTERS O 16'O.C. (SEE S-PUNS) RIDGE VENT -3/8'COX PLYWOOD ROOF SHEATHING 9'BATT INSULATION (R-30) -15 I.B. ROOF SHINGLES -ASPAHLT ROOF SHINGLE 12 12 TYPICAL ROOF FRAMING QS 3 _ V 12� -2X RAFTERS O 18'O.C. (SEE S-PLANS) 9'BATT INSULATION(R-30) \\ PROVIDE INSULATION BAFFLES -5/8'COX PLYWOOD ROOF SHEATHING \\ TYPICAL -15 LB.ROOF SHINGLE -ASPAHLT ROOF SHINGLE \\ METAL DRIP EDGE 12 TOP OF PLATEALUMINUM GUTTER& DOWNSPOUT SYSTEM OVER S� PROVIDE INSULATION 0.-16.92'/DIM.-18'-11- \ 1 X 8 PINE FASCIA BOARD BAFFLE TYPICAL WINDOW HEAD 2xB CEILING JOIST \\ 1 X PINE SOFFIT WITH METAL DRIP EDGE O 18'O.C. \ CONTINUOUS VENT 0.-15.875/DIM.-15'-10 1/2' \\ 2 1bN HOLE FOR - TOP OF PLATE ALUMINUM GUTTER k () VENTILATION - 0.-11.375'/OIM.-13'-10 1/2' OVER DOWNSPOUT PIKE INSULATE ALL ANTERIOR INSULATION WNIS1 J) \\\ EACH SST WINDOW HEAD _ FASCIA BOARD 0.-13.17'/DIY.-13'-2' 1 X PINE SOFFIT WITH \ CONTINUOUS VENT (2) 1 bN HOLE FOR I 12 C VENTILATION TOP OF SUBFLOOR l0 �5 EACH RAFTER 2ND FLOOR WRAPPED o W/ 1x .- COLLAR TIE N W EL-9.21'/DIM-9-2 1/2- RAP TOP OF PLATE TOP OF PLATE 0.-8.375'/DIM.-8'-4 1/2' 0.-8.375'/DIM.-8'-4 1/2' w WINDOW HEAD _ 1 X BUILT-UP FRIEZE WINDOW HEAD ��yU DIM.-8'-8' TYPICAL EXTERIOR WALL ASSEMBLY 0.-6.66'/DIM.-6'-8' 1 X BUILT-UP FRIEZE -2 X 6 STUDS O 16'O.C. a �. -S 1/2-BATT INSULATION(R-19) TYPICAL EXTERIOR WALL ASSEMBLY r/] _7 2'CDX PLYWOOD WALL SHEATHING _ OR SIDING OVER AIR BARRIER -5 1/2'BAIT INSULATION (R-19) PROVIDE BLOCKING O MID-HEIGHT -1/2'COX PLYWOOD WALL SHEATHING -EXTERIOR SIDING OVER AIR BARRIER S 1/2-BAIT INSULATION (R-19) 5 1/2'BATT INSULATION (R-19) PROVIDE BLOCKING O MID-HEIGHT - D9 TOP OF SUBFLOOR TOP OF SUBFLOOR _ 1ST FLOOR 3/4'EXTERIOR PLYWOOD SUBFLOOR (2) 2 X 6 P.T.SILL 1ST FLOOR 3/4'EMERIOR PLYWOOD SUBFlOOR EI_-0.0'/DIM.-O'-0' PLATE wTn1 T' EL-0.0'/DIM.-o'-0' ��I DML ANCHOR BOLTS L� O 48'O.C. TOP OF FOUNDATION TOP OF FOUNDATION EL--1.08' FLOOR JOIST(REFER TO EL--1.08' FLOOR JOIST(REFER M AS REOUIIRm CODE RPIDE BLOCKING ANS) PROMDECOBI�OCKING . P.T. SILL PLATE WITH 1/2"DMLBANCHOR BOLTS O 48'O.C. A G0 10'CONCRETE FOUNDATION WALL 10'CONCRETE FOUNDATION WALL WITH 10'X 20'FOOTING TYPICAL WITH 10'X 20'FOOTING TYPICAL rU� 2 S BARS TOP. MIDDLE .. 2 S T MI W ()O (()// BARS OP, DOLE y� dt BorroM k r1bTTOM TOP OF FOOTING TOP OF FOOnNG 0.--8.92' 0.--9.92' 4'CONCRETE SUB OVER 6 MIL 4'CONCRETE SLAB OVER 6 MIL POLY VAPOR BARRIER POLY VAPOR BARRIER BUILDING SECTION A BUILDING SECTION B SCALE 3/8'- 1'-O' SCALE' 3/8'- 1'-0' REVSKM 708015.00 A-5 RIDGE VENT �.' a TYPICAL ROOF FRAMING -2X RAFTERS 0 IS-O.C. (SEES-PLANS) RIDGE VENT V 12 -S/8'CDX PLYWOOD ROOF SHEATHING �gq Sv -iS LB. ROOF SHINGLES - TYPICAL ROOF FRAMING 12 a -ASPAHLT ROOF SHINGLES -2x RAFTERS O 18.O.C. (SEE S-Paws) a5 -5/8-COX PLYWOOD ROOF SHEATHING -15 I.S. ROOF SHINGLES 12 -ASPAHLT ROOF SHINGLES 12 8-BATT INSULATION (R-30) �12 - 9'BATT INSULATION(R-30) 12� \\\ ^ •� PROVIDE INSULATION TOP OF PLATE BAFFLES TYPICAL TOP OF PLATE EL-18.97/DM.-18'-11' / \\2.8 CEILING JOIST EL-18.92'/DIM.-18'-11' WINDOW HEAD /� 2z8 CEILING JOIST O Is'O.C. \\ WINDOW HEAD EL-13.875'/aY.-13'-10 1/2' �� 0 18'O.C. - \\ EL-13.875'/DIM.-13'-10 1/2' \ ��E DRIP \\ \ TYPICAL EXTERIOR WALL ASSEMBLY / -2 X 8 STUDS O 18'O.C. -5 1/2-BATT INSULATION (R-19) / S 1/2'BATE NSULATION(R-19) S 1/2-BATT INSULATION (R-19) -i/2-CDX PLYWOOD WALL SHEATHING •A`� -EXTERIOR TOP OF SUBFlAOR `ALUMINUM GUTTER TOP OF SUBFLDOR SIDING OVER AIR BARRIER 2ND FLOORjh 3/4'EXTERIO PLYWOOD SUBFLOOR h DOWNSPOUT 2ND FLOOR 3/4-EXTERIOR PLYWOOD SUBFLOOR EL-9.21'/DIY.-9'-2 1/2' SYSTEM OVER 1 % EL-9.21'/DIM.-9'-2 1/2- BOARD PROVIDE BLOCKING OMID-HEIGHT B PINE FASCIA TOP OF PLATE TOP OF PLATE IL EL-8.375•/DIM.-B'-4 1/2' 1 X PINE SOFFIT EL-8.375'/DIM.-8'-4 1/2' WITH CONTINUOUS WINDOW HEAD FLOOR JOIST(REFER TO STEEL BEAM (SEE S-PLANS)WRAPPED VENT WINDOW HEAD EL-8.88'/DIM-8'-8' S-PLANS -8.88'/DIM.-8'-8'PROVIDE BLOCKING w/S/8-TYPE X GWB(1 HOUR) EL . AS REQUIRED BY CODE [=l GARAGE w/5/8-TYPE X GWB _� W TYPICAL EXTERIOR WALL ASSEMBLY (1 HOUR)w ALL SURFACES q -2 X 8 STUDS 0 16'O.C. Vw] -5 1/2-BATT INSULATION (R-19) - -EXTERIOR7 2-CDX PLYWOOD WALL SHEATHING SIDING OVER AIR BARRIER FLOOR JOIST(REFER TO TOP OF SUBFIDOR TOP OF SUBFLOOR S-PLANS) PROVIDE BIOCVJNG wi 1ST FLOOR PROVIDE BLOCKING O YID-HEIGHT 1ST FLOOR AS REQUIRED BY CODE EL-0.0'/DIM.-0'-0' EL-0.0'/DIY.-O'-0' (2) i5 BARS TOP, MIDOIE WITH 2 X 8 P.T. SILL PLATE BOTTOM WTM 1/2'OUl ANCHOR BOLTS 0 48'O.C. N TOP OF FOUNDATION TOP OF FOUNDATION 08' EL--1.08'GARAGE - LVL(SEE S-PLANS) GARAGE SLAB 4-CONCRETEOVER STAB OV 8 MIL EL--33, POLY VAPOR BARRIER 10'CONCRETE FOUNDATION WALL WITH 10'X 20'FOOTING TYPICJLL. V z 10'CONCRETE FOUNDATION WAIL /�/ O WITH 10•X 20'FOOTING TYPICAL (2) {S BARS TOP. MIDDLE B3TT0 U TOP OF FOORNG TOP OF FOOTING IL _ .. EL--9.92' EL--9.92' 4'CONCRETE SLAB OVER 8 MIL POLY VAPOR BARRIER BUILDING SECTION C BUILDING SECTION D SCALE: 1'-0' SCALE 3/8-- 1'-0- 08015.00 00-03-OB A-6 `SIN' 3 B T. r--- T xe ---------� lb rn 2x I P. DICK 001I 6' .0 TYPIXAL . � 0 i c ro � Ir�-- BPD K Jols,� 16'O.C.TYPrAl. � AB Li v II Fi= I - lip N L nd ml r— I i I I I I I IL I I ao I Apra io I x Ez�f]ii Doumx I I I I I O I �" DOUR-- �I ►� 8 2x6 BEARING WALL N L-- ---- i II Dou N I 0-T-o I 0 I 9 1/2•TJI JOIST O I 9 1/2'TJI JOIST O I n J I IV O.C.TYPICAL TYPICAL EXIFROR WALL ASSDEIY O t s'O.C.TYPICAL I I I I �.ALlAW11M1 PIA9W10 � I �z11, AT 4AAUK FU M dDOI SPACER I I O BOLT 1 31r OALV.CA166Aff BOLTS AT 3r&C. OEOOIC -____ _ r_ I I I L - - ---- ---- --- ----J (~ FLOOR jaw V.JOIST HAMQIs �— BLLT�P GIRDER(SFE PRAIING A-1 2% P.T.IFOffTt BOARD 1+-1 1 x P.T.NAM BLOCK 6 16 P.T.POST SIWSO1 OALV.STAMM POST BASE (YODEL MO.COM)-PROVIDE(2)S/r M OALV.THRU BOL1S AS REOIED Id'M COMOE'E PER MIL 4W BEIDW P>-1 s,uoE FIRST FLOOR FRAMING PLAN � SCAM 1/4'-1'-0' rREVIISIONS •��08015.00 TYPICAL P.T. DECK FRAMING DETAIL oe—os—oe SGIE J/4'-1'-p S-1 Nmo ` W S mp� 8 STRUCTURAL DESIGN CRITERIA 0 1.0 DESIGN CRITERIA: THE FOLLOWNC OUTLINES MINIMUM PERFORMANCE STANDARDS FOR V THE PROECT AND THE BASIS UPON WHICH SHOP DRAWINGS(IF ANY)WILL BE RENEWED. m 1.1 TYPICAL ALTERNATE STANDARDS(FOR REQUIREMENTS NOT OTHERNSE INDICATED pH IN THIS SPECIFICATION OR RELATED DRAWNfS). APPLICABLE BUILDING CODE(INCLUDING ++ V) ' INDUSTRY STANDARDS REFERENCED THERE-M)OR PRODUCT MANUFACTURERS - 0 ' - RECOMMENDED STANDARD.WHICHEVER IS THE MORE STRINGENT FOR A PARTICULAR ITEM OR CONDITION. W __ bb99 I r -- 11 ----------1 2.0 DEAD LOADS: � 3 _ - I 21 STRUCTURAL SHEATHING: K I I 21.1 FLOORS 3/4'MIN.THICK.T R 6,COX PLY. Li 2.1.2 EXTERIOR WALLS 1 YIN.THICK COX PLY. r J m I I I 21.3 ROOFS 3/8'MIN.1MICK,COX PLC 22 RN04M (THE FOLLOWING REPRESENTS STRUCTURAL DESIGN CRITERIA.NOT FINISH SPECIFICATIONS)- 221 FLOOR FINISHES AT ENTRIES.BATHROOMS AND KITCHEN AREAS: ASSUME THIN-SET CERAMIC 71LE S ENT 222 FLOOR FINISHES AS T OTHER HABITABLE AREA.: ASSU 1/2-CEMENT FIBER BOARD ME 3/4-HARDWOOD FLOORS . I I 223 WALL FINISHES ASSUME CERAMIC TOE WTH 1/Y C BENT FIBER BOARD BACKER I,L Rj t) I I I I I AT TUB AND BOWERS;1/2'BLUEBOARD AND PLJLSTER ALL OTHER LOCATIONS - . o I I __ _ I 2.2.4 CEILING FINISIES: ASSUME 1/2'BLUE80ARD AND PLASTER . I 'G • 'WyI IT-—-1 r----J 223 ROOF FINISHES ASSUME HEAVY DUTY,ARCHITECTURAL GRADE ASPHALT SHINGLES Z3 MAXIMUM DEAD LOAD OF 10 P.SF. 10 LIVE LOADS • '. • r -- 0 -0 C--- `I � • I I 3.1 FLOOR LOADS . LiI - 3.1.1 LIVING AREAS 40 P.S.F. - I I I TI - rTl 3.1.2 SEEPING AREAS 30 P.SF - - I 'iy� I I' �''I - 3-3 BALWNIES AND DECK: 60 P.S.F. I I I RITE,❑{ I L;F - 11.4 UNINHABITABLE ATTIC SPACES 20 P.S.F. - ___ J L L I O1 v a 3.2 SNOW LOADS MA BUILDING CODE FOR JOB SITE LOCATION 3.3 WIND LOADS MA BUILDING CODE FOR JOB 97E LOCATION AND EXPOSURE - • IPr I ,Ir - C - 4.0 ALLOWABLE DEFLECTION: u 4.1 AR/CU_N _MBEIIUrW L WNDOWSDIAPiM _wHT MANUF.C= RECOMMENDED HEAD CLEARANCES OF APPROXIMATELY W �LCi�.J I I - 4.1.1 LOAD DEFLECTION: L/480 UP TO 1/2'MAX. - I I L I ( Ir J I I I I fl LIVE LOAD TOTAL LOAD DEFLECTION: L/240 UP To 3/4'MAX. e I r I I I L I I j 1 a1 FRAMINGLUMBERENSION LUMBER pp I I r I �5 I I r L _ I LOAD BEARING DIMENSION LUMBER FOR JOISTS.STUDS.PLATES.RAFTERS.HEADERS.BEAMS AND GIRDERS ETC.SHALL fA Sg I II I I ( I I �ii = - _ _ _ - - - - _ _ V CONFORM TO DOC PS 20.AS US70 IN 780 OMR,APPENDIX A.AND W OTHER APPLICABLE STANDARDS OR- GRADING RULES AND SMALL BE SO IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION _ I IL I I I DOUBT ABLE I I ISSUED By AN APPROVED AGENCY. THE GLADE MARK OR CERTIFICATE SHALL PROVIDE ADEQUATE CIS INFORMATION TO DETERMINE Fb.THE ALLOWABLE STRESS IN BENDING AND E.THE YOWLUS OF ELASTICITY. y LL= I = - 9 2 TJI 0 O O.C.TYP I a1.1 ALLOWABLE JOIST SPANS: THE CLEAR SPAN OF FLOOR JOISTS SHALL NOT EXCEED THE VALUES SET FORTH m I / 18' - S TABLES SENDING, CYR 360a23 N 3 THE TABLES AND ALL NOT.EX THE MODULUS OF SPECIFIED IN T AND THE ACTUAL STRESS.1 BENDING Fb.SHORN IN THE TABLES OF 7 NOT R 3SO THE VANES SPECIFIED IN TABLES 380a23.1d AND 3605.23.1a LISTED AT THE END OF 7B0 GIR 3805.2 A; n DOUBLE I- _ h &1.2 ALLOWABLE SPANS THE UNSUPPORTED SPANS FOR COLMO JOISTS SHALL NOT EXCEED THE VALUES SET FORTH IN TABLES 780 CMR.3608.2.4m THROUGH MM2.4dd. THE UNSUPPORTED SPANS FOR RAFTERS SHALL NOT EXCEED THE VALUES SET FORTH IN TABLES 780 CMRS 3608.24o THROUGH 360&24a . I I I I I = iV O - g 5.1.3 PLYWOOD DOOC PS DOTHIN P5 2 A11AD HWI/QUA(NN9))MP.AS m IN PS GIRL APPENDIX A MR STRUCTURAL. PANELSRPOSES LL9W,LFBE ORM ro _ I 4 IDENTIFIED BY A GRADE MARK OR CER1iFlCA7E OF INSPECTION NSSIIED BY AN APPROVED AGENCY. Wl 4S B PLYWOOD AND WOOD STRUCTURAL PANELS SHALL COMPLY NTH THE GRADES SPECIFIED IN TABLE 780 GIRL 36Oa3.21.tn I - - &1.30 WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNDERPAYMENT,WOOD STRUCTURAL PANELS O F'7 U 94ALL BE OF ONE OF THE GRADES IS USED AS A COMBINATION SUBFL=U�YME�NL i E GRADE SHALL BE AS SPEC WHEN IFIED DINED PLYWOOD F, --- '� -- I I I .. TABLE 780 CMR.360&&2.1.1b. O I I I I 1/2 TJI JOI O 18 D.C. I a2 ENGINEERED WOODn ALL BEAMS.HEADERS AND G MM SPECIFIED ON THE PLANS AS LVL BEAMS.OR COMPOSITE(BUILT-UP)LVL BEAMS, h+111•---���1 _I. BEARING CONDITIONS AND FASTENINGSHALL 13E AS SCHEDUL BY ESS JOIST MACMILLAN OR SCHEDUIES SHALL BE AS REWIRED BY.THE MANUFF EQUAL ALL µACTURER, CAPACITIES. - DOU - - - - - - - -- - - &o INSTALLATION STANDARDS I I I I I 6.1 FRAMING SYSTEM: WESTERN PLATFORM DOUEn r - 8 I g g 3 T I 8 8.2 WOOD POSTS AND JACKS SUPPORTING WOOD FRAMING U n 6.21 WTHIN 2 X 4 WALL FRAMING, 4 X 4 PAN6.22 WTIIN 2 X B WALL FRAMING 4 X B.OR 8 X 6(REFER TO PLANS) 5.2.3 ALL WOOD POSTS SHAM BE CONNECTED TO THE WOOD FRAMING TOP NTH METAL POST CAP A.C-OR A.Q BY SIMPSON. C _ _ _ JJ &3 8 1M BASE OIL WERIORO BEARING P. r TO INNSAT - I w 6.3.2 PLATES WOOD SIMOR Pa011G %%TYPE COLUMN CAPS ): 9PRINGFlELD BEARING . �... 6.4 ANCHORS.CONNECTORS AND HANGERS 6.4.1 SIZE.CONFIGURATION.LOCATION AND QUANTITIES TO MEET WHO.EARTHQUAKE AND GRAVITY LOADS . - &4.2 JOIST HANGERS TOP FLANGE TYPE(UNLESS NOT FEASIBLE)SHALL BE USED AT ALL - CONNECTIONS AS REWIRED. HANGERS SHALL BE 16 CA MIN.WITH ALL HOLES FILLED NTH REQUIRED FASTENERS 6.3 WALL FRAMING . &a1 ALL EXTERIOR WALLS SIULL BE 2 X 4 OR 2 X 6(AS INDICATED ON PLANS E7(1EPoOR WALL SHEATHING SHALL BE FASTENED WITH ICU NAILS AT 10`01 AT INTERIOR SUPPORTS.AND 100 NAILS AT 8'O.C.AT PANEL EDGES UNLESS OTHERWISE NOTED ON PLANS(U.O.N.) SA2 2 X 4 INTERIOR STUD BEARING WALLS SHALL BE 2 X 4 STUDS AT 16'O.C.WTH BLOCKING REVISIONS • AT YID HEIGHT FOR WALLS OVER B FEET HIGH.AND METAL X-BRACING(SIMPSOI STRONG TIE TYPE W!)U.O.N. SECOND FLOOR FRAMING PLAN e.e a SR � NOTED OTHERWISE NOT OTHERWISE ON ATTACHED DRANINSCALE: 1/4'-1'-0' 6.8.1 PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL ROUGH OPENINGS 6.6.2 PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS RUNNING PERPENDICULAR . TO WALL AND BETWEEN JOISTS TO EITHER SIDE FO PARTITIONS RUNNING PARALLEL TO FRAYING. - &6.3 PROVIDE SOLID BROMO AT 8 FT MAIL O.C. 6.6,4 PLYWOOD SUSFLOCR SHALL BE GLUED AND NAILED WTHH SO NAILS AT 10'O.C.TO INTERMEDIATE •Sa Q��.S,� SUPPORTS AND BD NAILS AT 6'D.C.TO PANEL EDGE SUPPORTS .. 6.7 RAFTERS(UNLESS N070 OTHERWISE ON ATTACHED DRANNGS} DIMENSION LUMBER. END. r 7s.4. 4. O ri ILI U ra rJ I2xto RAFTERS I O 16'O.C. iw I r DDUBLE 1 12 RI I1 I DOUBLE II II I I o - D 0 E3 • I I 11I II F it _J1 0 JL-- ❑I I II r I Douom zz =1T II �- �IrJI - ------ g II _II - p � F- I 1 2x o is k�c. I VIA i --ii ---------- - - - I --�I �wj 2x6 RAPIERS I r I 12 U C j l j i 1 1 L O te'O.C. - IPIWI E IUD 11 I 11 C - C ND j1- - - - - - - I - -J I I I r - I 1 0 I n l I I 212 OG I I I A 3 n 25 I I - r - I L 1 1 z I DGI j I - 41 - 1 1 I all L - - - - - fO t t8'O.C. 411 I ffi I l m 11 I 11 � o I I A IIr f/� a IM I I I p o o I O r'l - (3) W b REVISIONS ROOF FRAMING PLAN scwlE: t/a'-t'-o' 06015.00 0&-03-ae S-3 ASSESSM PARCELS: 52MAP 248 ZONING: RB FRONTAGE - 20 FT AREA - 43 500 SF WIDTH - 1l50 FT SETBACKS: FRONT - 20 FT SIDE - 10 FT REC TO CB FND D REAR - 10 FT CB 0.14' S44'08'17'W FLOOOZONE C BARNSTABLE FND PANEL t(< JULY 2, 2 92 CB 0008 0 _ --- - - - FND g REC TO C8 FND 0.16' S491433'W FOR REGISTRY USE ONLY7 N LOCUS MAP p ; BCAIR 1" • 8003, i . REC TO CB 2 r-- - 0v 1, .8T N04'01'38"E ?9D�r IrAr - --� CS 35 FT PRIVATE FND LOT ---- C N SHAPE 1. OPEN SPACE PB 505 PG 18 _ S S,t� • E 187.18' S 86'51'50" E ' TO HERE N g LOT 6 3 ry444554 SF* ; 21:7 SHAPE r' ---+ ce , � tdl FND 27' E S"88'S1 3p.. E ,- j BRB 1 r PRIVATE WAY S 8011'50- FWD 40 FT WIDE REC TO CS FND E 385.11' SHED LOT.5 0.24 N19'20'48"E ROC TO M FND 44,278 SFt ' O.OS' S4T19'43*w CONCRETE 21.0 SHAPE FOUNDATION "f100 mi - PLAN OFIN- -EXISTING - - - ae�. ,c_ .,�- LAND ?s w BARNSTABLE, MA .F � DWELLING (WEST HYANNISPORT) $1.4' LOT 4 u a 9,M �y� PREPARED FOR W 4, NORMA L HOLDER-HALL W- N W , • LOT 3 � t� 'Q"' z SCALE: 1. W' u f 43,591 SF* pO DATE: SEPTEMBER 28, 2004 y 20.1 SHAPE h 1 00 0 80 120 ISO Fiat 141 N 8 25 W $ �r `' �'" �T'� g BARNSTABLE PLANNING BQARO k1�k '` APIVAL under_ the0/YISa�N LOT 2 h CON1`ROC LAW NOT REQUIRED .43,591, SFt 20.1 SHAPE DATE: �` NJS - ell W (� t ro LOT 1 NOTE: 43.590 SFt F 1tiry NO DETUNINATION AS TO COMPLIANCE WITH THE 20.1 SHAPE '� N G�p ONING ORNW4CE OR INTENDEDAgM ELANDORSEMENT MADE a REC TO BRB FND y� 0.06' N1T1S'14'E M30.70' BBRBRS N R-18.81 FND B FND A-32.10' 84' . W R-21.27 CPWGPjj,La' 8 C 78.8 t' 80.08' 1931LAY0 8 RO,� S 84'O UT b'25• E 29.28 C 24 FT WIDEVEp SURFACE 40 FT WIDEM. REC TO BRB FND I CERTIFY THAT THIS-PLAN WAS MADE IN 0.04' N31'45'12"E ACCORDANCE:WITH REGISTERS OF DEEDS x REGULATE{$ JANIU1IRY 1, 1976. AND AS AMENDED 17,':`1888. ara�-ea 4 " OWNER OF RECORD: MOM 1.. " -"' down cape engineering, P Inc. C. 0 1 Z WEST HEA T, MA 02872 REF DEED 800lf 1018 PAGE 591 CIVIL EN `S ORVEYQRS <:. REF: PUW 8001( 138 PAGE 11 I+ArI'D S -' REF: PIAN''BOOK 184 PAGE 149 main St. yffmoutk ma (�fl. .. 4 ,. . 2,- . . Connor J Nough .. .. • �'' �'�_ • 1 �• 1�1 Mtrshr�906I2/.— Treat - •••'•� • TOBEy r M�� •s � •u (35' Private Way) WA / Powtement • A.1 r ... 4hahin .-.. tu+Forms Trust �:. ._. , y w •4 ------------------------- ------ -- - \ 6. 1.5 \ YY" ne :.. °Posed Dri,woy f 10' Setback(side rear) LOC8110/1 Map 3° • -------- Entry 0. 1-.2000f' 170 Proposed 1,500j _.c`=' CL `r ; o - ,. Proposed W/F got Septic Tank Reservew _ _ tLOT 6 . b i Y 2-Sty Dwelling - (1009) ; bhw a° - 44,554±SF i - o. i D-Bo I -2 12.83' 23 e x a° <n 10.OAAin o -1 w - PERC TEST 11,248 o Deck• O I PERFORMED 8Y SULLIVANDESMA ENS r, j N D t p 12.83• i' WITNESSED BY: DON DESMARA15.-RS rn ! - - , - ........ BARNSTABLE BON ' W r 5171E EVALUATOR. JOFIN O DEA Proposed SAS With � ; 41 D c DEEP H 1 HOLE 3 5 I � DEEP HOLE tXJ o Leo E 3 g � c O - O —__— O PERFORMED BY SULLIVAN ENG PERFORMED BY SULLIVAN ENG. Chambers With u --- � St44fkLh 4^!1_— O •� A r 41.4 M R 4_r, _—J O O 2 2006 MAR 24 2006 Stone O; AT GRADE EL. 38.0 AT GRAVE El, 3&0 o LAYER 0 LAVER --_--_ s Cn: 2 - QtW1aC MArfER/nWS 37.6 ORGANIC MATffR 37.5 . ., - -- i - S _ 8__. 6 5 15• _ o. E I 60.6 CB/DH Fnd B LAYER }O YR 4/1S 4 5'-22• LOAMY SAI'10 � 0 YR 6•-32• LOAMY SAND • 339.51 _ Top Of CB/DH = 3B_8p CI LAB 3SY 66/4 C1 LAIER'23Y 6/4 MEDA/M SAND Novm2 L Noll A .; .. - �e Str G2 LATER 23Y 7 J C2 LAYER 2.3Y 7/3 pq _, _ u,16 _ • I sal, - i M-�AN� 27A �'• '�- .AOWII-SII'/Q_ — 27A ,..1 et NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ' ( 40' Public Way ) DEEP HOLE jq2 . - DEEP HOLE #4 1 PERFORMED BY SULLIVAN ENG. PERFORMED BY SULLIVAN ENG MAR 24, 2006 MAR 24, 2006 AT GRADE EL AT GRAD EL E ' - ... O LAYER O LAYER - ORCAWC MA TIER 37.6 _ • pRGM41C MATIER/11NCS 37.6 @ � C i 6 LAYER 10 W 4/6 B LAYER 10/R 4 5'-33, LOAMY SAND 5.-,m LOAMY SAND 7 OWNER: R FLOOD ZONE° F r, - Ci LAYER 23Y 6/4 CI LAYER 23Y 6/4 NER: ZONE: B ' � a €1 Legend: '�"' " '"�"° _ Q LAYER 23Y 7/J C2 LAYER 25Y 7/J -- Community Panel No. r , �� — + s - � fl'/F Norma !. Holder-N.al! Area (min.) 43,560 SF Catch Basin BERG TEST PERC,�T #250001 0008 D � :TVA.. � _ 36 REaxT�aa4� uD 36 RE'S1Jt T<2irN 11ICH 1s o P.O. BOX 164 Frontage (min) ZO' 1992 0 C6/DH NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ya p July 2, © Water Gate (round) i�rest N nnis art, MA C2675 Width (min) 100 Zones C . ' Setbacks: Utility Pole ASSESSORS REF.: se t 0' O_ VERLAY DISTRICT: --Gate e Mop 246, Parcel 082-001 Rear 10' AP - Aquifer Protection District As Shown on Pion Entitled "Revised Groundwater Protection 40 0 20 40 80 160 Plan Revision. 10 75: 2006 .— New Buildin ..Foot riht Overlay Districts" - April, 1993.:Plon'.Revaslon`' 3ZU1 2006 New $uildln ,Foot ririt - - F'lonxRswsian?:-i3 •2'9 006 — :l7 da e est 'Hale'.*D`ata ' 1 Tn wm Tue•. Gr' PREPARED r. ..., e. propperty line information shown wos,compiled,_frorn available record: iriforrriafian as shown on an Existing Conditions Pion doted Mor 10, 2006: Joseph&Linda Murphy Sullivan Engineenr g, Inc. e"`P an of Sit 1 The, topographic information was obtained from on on—the-ground survey 7PorkorR�yaa � 659 CapeSUt"V' A'oposed.SeptiCSystem - cv 29 Buttemut Drip a __� • _ At 70 Tobey Way a Performed by CapeSury on/or between 061OCT104 and 08/MAR/06. k f5m)4a-w4�t,o,142,_3,,, Warm a MA 02655 3.) The datum used is Approximate Mean Sea Level from Town of Bornstoble Sutton, MA 01540 Fb1�D„B/,� R— �� BarllStable tW INRC/Pi1 Mass. CIS Deptirtmen t. IHo2 D09/1 Job '26007 conw./Drof1 RLH/J-M A TVMar 24,2006 a�.. - Design Data NOTES Finish Grade Residential - 4 Bedrooms 1. Water Supply For This Lot is Municipal Water.' " F' *** .2. Location of. Utilities Shown on This Plan Are A rox. 9 Min * No Garbage Grinder p 3 MAX Filter w - 11 t At 'Least 72 Hours Prior to Any Excavation For I This Com acted Fill Fabric Daily Flo - ) x 4 = 440 gpd Shall M - Project the :Contractor S a.ke -the Required ' Se�tIC Tank' Notification to Dig Safe (1-888-344-7233) 2' '� " 3. The Contractor is Required to Secure Appropriate . 1/8 - 1/2" Design Flow: 440 gpd x 2009 880 gpd ' Permits From Town A encies For Const ctin ;,. .. �, ..: <. .-.::. . ... - Pea Stone 9 Use 1,500 gallon H-20 Septic Tank Defined by This Plan. 0 ® 4. install H-20 Risers with Cl rims and covers to Finished I 0 O cr 0 Legchin Area: grade if subject to vehicular traffic. In all other areas 3' 1 a a o a a 440 GPD 0.74 F r install H-20 Risers/Covers to Within• 6" of Finished Grade. 2' / 595 -S Required 5. All Structures Buried >= Three Feet or Subject O O a O Mi 3/4" - 1 112" Sidewall = 185 SF 2x 12.83.+33.5 )x2 to Vehicular Traffic to be H-20 Loading. 1 Double Washed Bottom Area .= 430 S� (12.83'X33.5) 6. Septic System to be Installed in Accordance With Stone 615 SF Total Provided 310 CMR 15.00, Latest Revision and the Town of I -----4'-10' —� Barnstbble BOard of Health, Regulations. Leaching Chamber Design: 7. All Piping to be Sch: 40 PVC. 12'-10' . All 7es to be Schedule 40. 8. Wherever Sewer Lines tvfust Cross Water Supply Use )-500 Gal. Leaching Chambers Lines, Both Pipes Shall Be Constructed of Class 156 In a, Washed Stone Field as Shown. CROSS SECTION OF CHAMBER "Pressure Pipe And Shall Be Pressure Tested ToAssure Watertightness. NOT TO SCALE Check: (615 x 0.74) = 455 gal -- (OK) 9. This septic system was designed with no domestic garbage grinder. FF EL. 38.5' t See Note 4 F.G. EL. 37.5' (typ.) ; i See Note 4 (t .) F.G. EL. 37.60' See Note 4 (iyp.) Filter Fabric Top El. 34.60' (Min.) 49 rr �• ``: EL 1,500 Gal . 33. L 3.60 �.; ? 98' O O O Septic Tank 'Gas �' E o C C C3 C3 H-20, Baffle �� D—Box Flow'Equilizers O O O O :j H-20 — Leach Chambers 4, (3) 500 gallon -.4 .k.1•' •'a:. <-i' .z�a.r:�.: Bedding, "T"s "U's. H-20 - FOUNDATION & Boffels BY If Encountered Remove & Replace' cy , as Per Title 5 (o OTHERS All Unsuitable Soils Within 5' of vi 10' The.Oute' ,Perim,eter of The System Min. _ a � PETER Test Hole 2&4 El. 6.0' 20' SULLIVl1x� No Water. Min. z.G,29 �; PROPOSED SEPTIC SYSTEM PROFILE a4k,, ' r; Groundwater ® El. 10.00' " �` t Plan Revision: 1011612006 — New Building Foot rin NOT TO SCALES ; ry"� ,a` -Per T.O.B. Maps Plan Revision: 3/31/2006 — New Building Footprint Plan Revision: 312912006 — Update Test Hole Data TITLE: Site Plan Of PREPARED BY: Sullivan Engineering, Inc. PREPARED FOR: Joseph & Linda MurphyDATE: MAR 24, 2006 Proposed Septic System P.O.Box 659 P - At 70 Tobey Way osterv111e,MA 02655 29 Butternut Drive SCALE: As Noted ti Barnstable, (w. Hyonnisport) Mass. TeL'(508)428-3344 Fax(508)428-3115 ,Sil t ton, MA 01540 PSWIPEvaol.com PROJECT # 6007 Ka _ k, , i ZONE: RES B ✓ - AREA(min.): 43,560 S.F. FRONTAGE(min.): 20 FT MOTH(min): 100 FT SETBACKS: FRCHT- 20' r SIDE- 10' REAR- 70' OVERLAY DISTRICT.• • , n AP-AQUIFER PROTEC77ON DISTRICT SHOWN ON PLAN DATED APRIL. 1993 ASSESORS PARCEL: . �•1 MAP 246 PARCEL 082-001 FLOOD ZONE: 1 �� Aj - ZONE C COMMUNITY PANEL 1 250001 0008 D �)-/ DATED JULY 2, 1992 1 �f Cyr 1 � � TOBE Y I41A y 1 (35' WIDE— PR/VA TES � 1 � REVISIONS: ORA/NACE NO. DATE �d EASEMENT h _N 342.29 - m CS(Ind) 1 2-20-08 Driveway I N11'WASN/NGTON FARMS (RUST _ 58651'S0 PLAN SooK 505 PACE 18 _ 11J.4' ENmr o PROJECT TITLE: 76.0 - - Proposed Bif. Conc. Oriwwoy O� 100.0' SEE h10 OK£LC/NC SULLIVAN SEPTIC ENGINEERING INC. --_I100 PROPOSED DWELLING LOCA110N O 38.8 DATED MARCH 24, 2006 - rev. THROUGH 10116106 I FOR 2 ^ I o SYBERTZ RESIDENCE L0 T #6 a 19 0 17 - o N/) EaWARO 4 SUSANNE SAL VAS I #70 TOBEY WA Y I 44,554E S.F. I HYANNISPORT, MA. PLAN BOOK595 PACE 19 I — J SETBACK UNE�yp� _ V o i 60.62' CB(rnd)o i O S8534 27 E a (6 N86 31'50"W PREPARED FOR: 14 Az � N/F'NORM,, /HOLDER-HALL " lS,q L//VE- S O 1p N ]� PO BOX 229 / S. WALPOLE, MA 02071 40' WIDE— PURL/C� THE The DECELLE Group 4 PROFESSIONAL ENGINEERS PROFESSIONAL SURVEYORS i I I 1491NDEPENDENCE AVENUE QUINCY,MA 02160 (617)403-5100(0) (617)403-3101(F) OF�Ss4cy6 LAWRENCE DATE: AUGUST 16, 2007 W. DECELLE, JR i N.915E FIELD WORK BY: CHECKED BY: LWD ° COMP./DESIGN: ✓SD SCALE: 1" _ ,TO' 1 JOB NUMBER 110.001 SHEET 1 OF 1 30 15 30 60 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES ' A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 1f. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN 1'. EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART..110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). . Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC. LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E).. MIN MINIMUM 8. ALL WIRES SHALL BE.PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT.NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE ' PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH .EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD. TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET.. i PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL .NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached ' GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION , t ELEC 1136 MR OF THE MA STATE BUILDING CODE N<. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH . THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS_AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY. DATE COMMENTS r REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Cambridge Electric Light) r I p_ O O O O O PREMISE ONMER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN roe NUMBER: �J B SYBERTZ, WALTER SYBERTZ RESIDENCE Jeff Bunca 1: ■ CONTAINED SHALL NOT E USED FOR THE SO�a�C�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: /�„ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp MOUnt Type C 7O TOBEY WAY PART TO OTHERS OUTSIDE THE RECIPIENTS 9.18 KW PV ARRAY r�� y ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 2601 THE SALE AND USE OF THE RESPECTIVE (36) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME: SHEEP REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. ' 508 957-2455 T. (650)63871028 F.- (650)638-1029` SOLAREDGE SE380OA—US—ZB—U COVER SHEET PV 1 9/3/2014 (868)-SOL-CITr.(765=2489) www.solarcity.aorn PITCH: 34 ARRAY PITCH:34 MP1 AZIMUTH:261 ARRAY AZIMUTH:261 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 34 ARRAY PITCH:34 MP2 AZIMUTH: 171 ARRAY AZIMUTH: 171 MATERIAL:Comp Shingle STORY: 2 Stories a PITCH: 34 ARRAY PITCH:34 MP3 AZIMUTH:81 ARRAY AZIMUTH:.81 MATERIAL:Comp Shingle STORY: 2 Stories Front Of House OAC AG , LEGEND (E) UTILITY METER & WARNING LABEL 3 1^v INVERTER W/ INTEGRATED DC DISCO 0 iE>a�� A� r1Pze & WARNING LABELS o I DC © DC DISCONNECT & WARNING LABELS 0 AC DISCONNECT & WARNING LABELS I O DC JUNCTION/COMBINER BOX & LABELS no I^° UCTURE c 0° DISTRIBUTION PANEL & LABELS ANGE Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR GATE/FENCE p HEAT PRODUCING VENTS ARE RED r�-' INTERIOR EQUIPMENT IS DASHED L=�J SITE PLAN N Scale:1/16" = 1' W E 01, 16' 32. S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-2 6 0 0 01 00 Jeff Bunca ��}SolarCity.CONTAINED SHALL NOT BE USED FOR THE SYBERTZ WALTER SYBERTZ RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 7O TOBEY WAY 9.18 KW. PV ARRAY `` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE, MA 2601 ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES 24 St.Martin Drive Building 2,Unit 11 1752 THE SALE AND USE OF THE RESPECTIVE (36) CANADIAN SOLAR # CS6P-255PX PAGE NAME SHEEP REV DATE Marlborough,38-128MA 50) SOLARGTY EQUIPMENT, WITHOUT THE WRITTEN T. (650)638-1028 F: (650)638-1029 PERMISSION of SOENT, WY INC. INVERTER: (508) 957-2455 SITE PLAN PV 2 9/3/2014 (8B8)—SOL—CITY(765-2489) www.solarcitycom SOLAREDGE # SE380OA—US—ZB—U 1 PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ' ZEP COMP MOUNT C POLYURETHANE SEALANT. S1 ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING (2) V INSTALL LAG BOLT WITH 16-2" 5/16" DIA STAINLESS (5) (5) ' SEALING WASHER. (E) LBW STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH SIDE VIEW OF MPZA NTs WITH SEALING WASHER (6) BOLT & WASHERS. B (2-1/2" EMBED, MIN) (E) RAFTER MP2A X-SPACING X-CANTILEVER Y-SPACING. Y-CANTILEVER NOTES STANDOFF LANDSCAPE 64" 24" STAGGERED Si PORTRAIT 48 17" 1 Scale: 1 1 2" = 1 RAFTER 2X10 @ 16"OC ROOFAZI 171 PITCH 34 STORIES: 2 ARRAY AZI 171 PITCH 34 C.J. 2x10 @16"OC Comp Shingle (E) M TT-3" (E) LBW . C SIDE VIEW OF MP2B N� MP2B I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 1 24" STAGGERED PORTRAIT 1 48" 17" RAFTER 2X10 @ 16"OC ROOF AZI 171 PITCH 34 STORIES: 2 _ ARRAY AZI 171 PITCH 34 C.J. 2X10 @16"OC Comp Shingle PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN doe NUMBER: JB-260001 00 SYBERTZ, WALTER. SYBERTZ RESIDENCE Jeff Bunco �\`!d ■ CONTAINED SHALL NOT E USED FOR THE ���SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 70 TOBEY WAY 9.18 KW PV ARRAY ok m PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES B A R N S TA B LE, MA 2601 THE SALE AND USE OF THE RESPECTIVE (36) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Daiwa,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DAIS Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: SO8 957-2455 PV 3 9 3 2014 T. (650)638-1028 R (650)638-1029 SOLAREDGE SE3800A-US-ZB-U ) STRUCTURAL VIEWS / / (Bee)-SGL-CITY(765-2469) www.solarcity.com i UPLIFT CALCULATIONS 3- SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. 1 PREMISE OWNER: DESCRIPTION: DESIGN: < CONFIDENTIAL— THE INFORMATION HEREIN" JOB NUMBER: J B-2 6 O O O 1 00 Jeff Bunca �\`�� CONTAINED SHALL NOT BE USED FOR THE SYBERTZ, WALTER SYBERTZ RESIDENCE ,SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCIIY INC., MOUNTING SYSTEM: 70 TOBEY WAY 9.18 KW PV ARRAY ` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS [MODULES: BARNSTABLE, MA 2601 24 SL Martin Drive,Bulding 2,Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WITHMadborough,MA 01752 THE SALE AND USE OF THE RESPECTIVE (36) CANADIAN SOLAR # CS6P-255PX PAGE NAME SHEET: RE.. DATE T. (650)638-1028 F: (650)638-1029 PERMISSION EOFIPMENT, WITHOUT T THE WRITTEN INVERTER: 508 957-2455 / / SOLAREDGE SE380OA—US—ZB—U UPLIFT CALCULATIONS 9 3 2014 (888)—SOL—CITY(765-2489) .salaraity.aam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Siemens Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE SE380OA-US-ZB-U a (36)CANADIAN SOLAR # CS6P-255PX GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:46534412 Inv 2: DC Ungrounded Inverter, 3 OOW, 2aov/208v, s7.5 w/Unifed Disco and ZB, AFq PV Module; 255W; 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance Tie-In: Supply Side Connection INV 2 -(1)SOLAREDGE SE380OA-US-ZB-U B Inverter, 3 OW, 24OV/208V, 97.5 w/Unifed Disco and ZB, AFq Voc: 37.4 Vpmax: 30.2 c INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER SOLARGUARD BRYANT bM1 CUTLER-HAMMER Disconnect METER (N) 125A Load Center 20OA/2P B Disconnect 7 5 SOLAREDGE B 40A SE380OA-US-ZB-U C D I E 20A/2P A L1 zaov $OIOfCIty B L2 N 3 1 (E)LOADS GND _ --__ GND _ -- GND --- - _ __ _ EGG DC4 DC-- GEC 1 o r GEC. -- T N DG DG -----1 String(s)Of 16 0n MP 2--- r--.-� EGC- ---------- ------------- - -'----- _ EGC I I I zEGG_GEC_, r Inverter 2 I I 6 SOLAREDGE I I i SE380OA-US-ZB-U r I I 20A/2P _ GEC _1 I Li 2aov T I L TO120/240V i i i N 4 2 SINGLE PHASE - - _ _ UTILITY SERVICE ; I GEC N DC. DG 1 Strings)Of 16 On MP 2 GND -- EGC \ ---------- - -'---.-- - EGC--- =------------*J i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN 1 . Voc* = MAX VOC AT MIN TEMP 4 P01 (2)Ground Rod; 5/8' x 8', Copper B (1)CUTLER-HAMMER #DG222NRB /� D SolarGuard Monitoring System A (2)SolarCity p 4 STRING JUNCTION BOX D� -(2)ILSCO IPC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R A 2x2 STRMGS, UNFUSED, GROUNDED Insulation Piercing Connector; Main 4/0-4, Tap 6-14 -(1)CUTLER P- MMER N DG10ONB (1)BRYANT#BR816L125RP Ground/Neutral Kit; 60-100A, General Duty(DG) PV 06)SOLAREDGE J�300-2NA4AZS E Load Center, 125A, 120/24OV, NEMA 3R -(1)CUTLER-HAMMER #DS16FK PowerBox Uptimizer, 300W, H4, DC to DC, ZEP' -(?)CUTLER-HAMMER #BR220 pass R Fuse Kit Breoker, 20A 2P, 2 Spaces -(2)FERRAZ SHAWMUT#TR40R PV BACKFEED OCP nd (1)AWG #6, Solid Bare Copper P Fuse; 40A, 250V, Class RKS -(1)Ground Rod; 5/8" x 8'. Copper SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE S AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. C (1)Disconnect;60A,#2D4OVac.Non-Fusible, NEMA 31? (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL -(1)CUTLER-HAMMER R DG10ONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground eutral it; 60-100A, General Duty(DG) 1 AWG#8, THWN-2, Black 1 AWG#10, THWN-2, Black 1 AWG#10. THWN-2, Black Voc* =500 VDC Isc =15 ADC 2 AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC 7 (1)AWG#8, THWN-2, Red 5 (1)AWG#10, THWN-2, Red (1)AWG 10, THWN-2, Red Vmp =350 VDC Im 12.94 ADC O O , (1)AWG THWN-2, White NEUTRAL Vm =240VAC Imp=31.66AAC O'"' O # p p= 1 c (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.94 ADC �. P P- (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC k(1)AWG 0, THWN-2, Green EGC - 1 I Conduit Kit; 3 4' PVC, Sch. 40 .. _.,-(1)AWC#8,.TH.WN_2,.Green .. EGC/GEC.-(1)Conduit.Kit;.3/4'.EMT. .. . . _ . .. . . ,-(1)AWG#B,.RN4-?,..Green . . ECC/GEC.-(1)Cond0t.Kit;.3/4'.EMT. . . . .. U (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (?)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC (1)AWG #6, 1HWN 2, Black (1)AWG#10, THWN-2, Black O 1 AWG#10. THWN-2, Red Vmp =350 VDC Imp=12.94 ADC O (1)AWG#6, Solid Bare Copper EGC. Vmp =350 VDC Imp=12.94 ADC O�(1)AWG O ( ) 8 � #6, THWN-2, Red 6 � (1)AWG#10, THWN-2, Red (1 AWG 10 THWN-2, Green EGC - 1 Conduit Kit; 3 4' PVC, Sch. 40 . . . #. ,. . . . . . . . . . . . . . . . . . . .(.) . . . . . . . ../. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (1)AWG 1HWN-2, White NEUTRAL Vmp =240 VAC Imp=31.66 AAC (1 AWG 0, THWN-2, White NEUTRAL Vm =240 VAC Imp-15.83 AAC . ' '#6 ) I� P P- -(1)AWG#6,.Solid Bare.Copper. GEC• , , -0).Conduit,Kit;.3/4'.EMT. .. . . . . . . . . . . . . .-(1)AWG#8,.T}iWN-2,•Green . . EGC/GEC.-(1)Conduit.Kit;.3/47,EMT J B-2 6 0 0 01 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL- THE INFORMATION HEREIN Joe NUMBER: SYBERTZ, WALTER SYBERTZ RESIDENCE Jeff Bunca CONTAINED SHALL NOT E USED FOR THE �olarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: /�"` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 70 TOBEY WAY 9.18 KW PV ARRAY r,� �I PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 2601 THE SALE AND USE OF THE RESPECTIVE (36) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. SOLAREDGE SE380OA-US-ZB-U (508) 957-2455 THREE LINE DIAGRAM PV 5 9/3/2014 (8W)-soy-CITY(76582489jfi5www.sd ci ycom "Y3�K- 4'Tt to ,. •' • • •- • • Pam' -.s e -.4 .'3 •' • • WARNING PHOTO�iOLTP,IC POWER SOURC p��pwN)N -• WARD I"N G • ELECTRIC.SHOCK HAZARD •.1 ELECTRICSHOCK�HAZARD t ••1 • 1 DOINO,T�TOUCH TERMINALS `'° THE-'DC;'CONDUCTORS OF THIS a# ,- .• • • TERMIS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE Si UNGROUNDED AND LOAD SIDES MAY BEENERGIZED PI IOTOVOLTAIC DC IN TMr-�OPEN POSITION �ti� � MAYxBE ENERGIZEDx Y 4� • ,,. ••- DISCONNECT } = .•/ ;MAXIMUM POWER _p.* # ` Y INVERTEROUTPUT 7 ••1 •, POINT CURRENT(Imp) ••- 'CONNECTION f "`MAXIIVIUM P OWERt V .•/ " aDONOTkRELOCATE POFINT-VO LTA GE-(Um p)_ - 4THIS OVERCURRENT MAXIMUM SYSTEM VOLTAGE(Voc)_� SHORT CIRCUIT CURRENT(Isc)�A+- kPH,T, Ut P 0 1 N V OF. -• INTERCONNECTION " a -, WARNING ELECTRIC SHOCK •.1 ••1 WAR N I N Gs HAZARDDO NOzTTOUCH ,. L�, ; ••- TERMINALSTERMINALS ON HEI ELECTRICAL"SHOCK�HAZARDTL'INEVAND�LOAD'SIDE, DO�NOT Ulf, EIZE7INE(,OPEN TERMINALS"ONj'BOTH LINE AND nr POSITI ONk"`FOR SERVICE sLOAD SIDESfv1AYBEENERGIZED,;, DEENERGIZE BOTH,'SOURCE a. .. INtT IE OPPEN POSITION PND}MAIN�BREAKER* DC VOLTAGE Imo ` PV POWER SOURCE w= ALW YSPRESENT�W, HEN MAXIMUM AC SOAR�MODUL�ES'ARE OPERATING CURRENT A EXPOSED TO SUNLIGHT MAXIMUM ac _ ,�.,_ ,. OPERATING VOLTAGE V ��iv"cPt�tA��.$+t�`W'.+V'S �f. a3 t: �A�, ••' a�rA'Y�. .�/ \ �� �I$®I� 'ig�A � - E ,ECT,RIC SHOCK HAZARD ••/ yak ,, M ••- IF:A"GROUND�FAULTIS.INDICATED `. PHOTO•,VO@TAICSYSTENI' • 1 • • NORIv1ALLYGROUNDED _{ CIRCUIT 16BACKFEDz� , r` �CONDUCTORS,MAY�BE �? '' - ` UNGROUNDED�ANDENERGIZED ; r ,; '• - ` ,DUALPO.WERSOURCE) ••" ' • F'HOT® OLTAIC AC _ SECOND SOURCE IS .•/ • `DISCONNECT -� •• =�'rPHOTOV�OLT-AIC�SYSTEM' • • -• x MAXIMUM AC • - •.• `YOPERATING CURRENT A ••- - t' MAXIMUM AC m ••1 -• -• • • • 4 OPERATING VOLTAGE _`V R i San Mateo,CA 94402 :� / f� Solar ' 9 SSolarEdge Power Optimizer 'Solar • • Module Add-On for North America ` P300 / P350 / P400 SolarEdge Power Optimizer P300 -P350 P400 _ Module Add-On For North America (formo ulll P� (forod<elP� (forodules PV modules) modules) modules) f� P300 / P350 / P400 Rated��P�t o�Pgwg ........................ 3DD 350 4DD W t ................................ — Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range. 8-48 8 60 8 80 Vdc ........................................................................... .......................... ................................................... Maximum Short Circuit 1�_ Adc Curren[(Isc) ........................................ _,_,,,,,.,,,,,............ „,..... .... ,,,A c. Maximum DC Input Current 12.5 995...... ........ ............i.........%.....: � ... Wei hted Efficency - .. 8.:.... ... ............... ...% ._ - .g. ... .. .. ... ..... .. - . - - Overvoltage Category - IOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - - III - - Max mum Output Current .:......15.. ,,,,, , Adc..: Maximum Output Voltage 60 Vdc r • OUTPUT DURING STANDBY(POWER OPTIMIZER.DISCONNECTED FROM INVERTER OR INVERTER OFF) I - _.,_, Safety Output Voltage per Power Cetim'zer 1 Vdc r'• ',Q JSTANDARD COMPLIANCE .... ......... .. .............. ........... . ,j EMC FCC Partls Class 8,IEC61000 6 2,IEC61000 6-3 �* - y1�•" - 7 Safety... .... IEC62109 1(dass II safety),.UL1741.......................... .. ........... ........... ....... .... ..... ...... .... .. ..... ....... Yes ' ... '.....:x RoH5 ' INSTALLATION SPECIFICATIONS 1 .. Maximum Allowed System Voltage Vdc - 1000 - Dimensions(WxLzH) 141x212z40 S/S:SSx834x159 min/m .. ........ ... ..... .. ........ ... ......... - Weight(including cables) 950/.... ............................................................... ..... ............ ... 0 . .. . Input Connector MC4/Amphenol/Tyco - ............ ... ........ ....... ......... ................ ............ Output Wire Type/Connector - :Double Insulated;Amphenol .. Output Wue Length 0.95/30 ...I. ..12/39..................... mph. ............................................................................... ...... ....... ....... Operating Temperature Range 40.-+85/40 185 -C/'.. - ........ .. ... .......... .......... ... .... ...............................0-.......-40-....... ....... Protection Rating IP6S/NEMA4 ............................................................................... .__.. ........ ........... Relative Humidity 0-100..................................... .....�.°...... - . p�a.me src ww.,m mo moame.moamo of�u ro sx war roie�.o�,nowea. MPV SYSTEM DESIGN USING A SOLAREDGE _ THREE PHASE THREE PHASE - - - _.INVERTER SINGLE PHASE 208V 480V - .. PV power optimization at the module-level Minimumstrmg Length(Power Optimizers) 8 10 18 Maximum String Length(Power Optimizers)- 25 25 50 Up to 25%more energy - Maximum Power per String .. .... 5250 .....,, 6000 12750 .. W ...... .... ........ ....... ... .... - Superior efficiency(99.5%) - .Parallel Strings of Different Lengths or Orientations s Yes - ........................ ............................................................................. ....... ..................... .. - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - - - - Flexible system design for maximum space utilization - - - Fast installation with a single bolt _ — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWw.Solaredge.u5 - t .y t« I ' 7-",v rc:;V2NT f • y 8� VC A, l.i "'t" '47 `-fit �- M ��3" L. TG 'C'7 1'L• \'L � i TM 77-1i 1 -- (71YlGIF+" — b, 1LARMS SMOK PER ETECTORS•REVIEWED MASS„uliu�.,$�j jblLOlNGCODE CARBONMONOXIp fq BARNSTABLE BUILDING DEPT. ^ 'af-8 MUSTBEINSTA iA%$, s D MASSACHS ILE DATE p Yti FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERM/77-/NG x1A RC'S/We-i-[2 iue,no. Alef7 'JQNM f�O02f /�IGl. dot jb 9 !4 e7 - GUY MESSIER RESIDENTIAL DESIGN °"°°' 978-664-0761 148 Park Street o Rt.62 o North Reading,MA 01864 �� ' i N ell V& I 'xs`s t' 7 �<<il.(s1�9� 9 W 'i A' e 0 o (GI�CG�kF.11 40 - _�,� te�b�col. L - I ba • '�f1:WAW S VA ..u. p 'lue Ll f 4 eL-t y"l,l c"„lxk-?'M OV �J s I `W&V4C-4N 1/q ,ub011,KrlN c,l Q _ J Ic `l a. 1 ppr wit —to 7k n." At s9 -My-fl CGo , UP i �,^ uNv¢Y w.l 6V AN- co i d J 9tiC xta _ OK lti J =d I s0 1 b' 11.1'0l` .at1 , ql 0 1`0ll 1o�-cou C,`"k . vWN369 NqA- u �'JI 7 ; WMMON N•.eeee 44� 1o���e °��-(.M - 1!_�� 1Lat� o J 9 4y W ©o o..,l.�. job no. a. • _ SMat!k�,GTo2- 50 q ►4 0l GUY MESSIER RESIDENTIAL DESIGN sneer �ib'AF> VFW CFcTop- -O 978.664.0161 148 Park Street 0 Rt.62 0 North Reading,MA 01864 M b�r� 1 eL-1► } _ .. ni �U .. it \` ' ~PIT a '. • P�� S cL g0 .L `� — - - — - .. -�'�cia."�++r, . 1 � l0 2 11 Y - - +— - - ILn , lK I J —�pM c_rcr= uU — �• Y -- - u n .oi�L<d'`r.X'+�l-o° t f l _ rle, L - V1f , ,` I 4 -, .. � " •. ;. �:. .'. `_ r , - V - .. a ,� T e = rt r" 6 r � =r *s > ZIP { u N N ��vu �� �� 0 1.�N' �' (a�r1, �► ' b 4 N -NIEIaJO _STIR +. t u`I ti , _ l 8..- v_ k . - tip � L'O , _ 1 g r �"rx¢,-s-t�i� .y 1 - ,' Vrr.Me—n6 -AT 1 s�rk"G�otC eF r FT , ,w -. .. X yL1= rot-L— . OF 4', s w.s0ei —Ll - OXA\ Ice co.- GUY MESSIER RESIDENTIAL DESIGN .nael� °' 978.664-0161 148 Park Street•Rt 62•North Reading,MA 01864 C ,y 774 A ~ T6 QF1 � _�'Z 64-K 13J7, _ .. A'SpbtA.-l.'r. 4ikk►1iV°'�dFrl+ ¢ -S�}1tN.tr �..>GS " „ . , C) -ram FO (,ot,. _ '`tfi+D�atd•q bo�rlL g�Y��-•H0 boa.p.,. g�C.$`okib 9ocbp. - � � l© 1�►1� �i�1` r 11!©1 _ _ job no. WAP- 162r'J a.r GUY MESSIER RESIDENTIAL DESIGN 'hoot ■y- 978.664-0161 148 Park Street•Rt.62 0 North Reading.MA 01864 I� PTGi.a..•irW \r 11><o Fonse q}/vt Nlre.wt.,IK4JL, . � -r�viceah sM aw�r .0 5'49 eAwog�-Type X J `ro Z✓X�..NV Stt•54Tk}'1 _ ON 4(4°9u( aslacti s _ 10 1m�•sK-_ w.:�.�, .o-.wlo 4otvT► lz e.c.oz:wc, lK1DE-0rit-1A • :..hoe.�Tp. - oN' e.w- .d.G• ,C`i Y-0hGIA 1,xc•YI[Yo.�. ,GG'1l-' t6��, .. y�tT - • �{�tt►:c•61�. �_ti('sla"K16"w��tSr� q �euii ceq•, 6 � �pl.►BYna IoL•3" �:� lo`lotfi coy - ul.�o¢ (o�^ON `' �V � \�e\...IN''^ ' �A(X, :e11p1�aQ�• -Ymt�,N -pm+(�Q:'�L(VlN<r'YJ�" FA'wly/-IZ+W-K-lTG1tEN ZiC0.7CW'S Mi4StW'i 4x4 4MaE . .,ZvoS 1 Ota�-�xAo Sl w - •uyo.c.. .WKzgrvw- - 4*11>- 'W to-.�D. ...-.._. ...... il.X�•L 1m lS•45- l')_"o.t. '1,7pT.-� -. . � �_ le cif,"uus( � a (.moo Iti vr7\- colt 3 �2 4a.-coNc. iY ,t1 -. - LmNL•�'CMCT fps,vlH4 - ���.� - � . *wAa-'kr +1. e, 444.rfi., W.-e.c-. t•t .. �+'K�y'm('�1r•C'Y-Cro"e.G, - - - (t � yctzeN txlo _'� l. iK,c�(( �C�ieN lXw ENGINEERED BEAM SCHEDULE #1625 106-07 --- -- --- - -- - - -XASup BEAM SPAN L DEADLOAD LIVE LOAD MOMENT SHEAR DEFLECTION DEFLECTION 4a( 111 (FT) DL(PLF) LL(PLF) STRESS STRESS D(INCH) LID i[.4N3-,uEe,� (PSI) (PSI) • Roof Rafters 2]C 10 Q 16" 17 7 38 960 43 0.646 ,• 316- v �a O.C. - O � Gera a Beams 2 16"LVL 23.5 105 210 1823 92 0.944 299. J_ �►�► - r -tHt�GLJ4S Basement Beams 3 11 7/B"LVL 7.68 "0 960 1009 97 0.075 1229- O (y�a�G, Prcpered by: DENCO ENGINEERING,148 Park Street,No.Reeding,MA 01864 (e h�� a" Q _j Phone:979.664.6733 _ Fax:978.644.9233 w � V:caw 4 YWRS f° JCS,01 r�'r '{6•"O',G. ==w�+EJ.t£v-61�wN-••• - _ � axn.,w ��. -- - ktatV._ _ .. aneunNiu 7 /eNAI� 4cLX4� IKW p4cfcr dijob no. lti(�c Z - ms coor— GUY MESSIER RESIDENTIAL DESIGN °heel C-"QjTT W1, 978.664-0161 148 Pdrk Street•Rt.62•North Reading,MA 01864 I i i - - — 2 - ° I I s: 14 f 1 -j� - T 1 4 - _ : 1 I : A , Jr Wf ir ,o -t : q l:o I u : , _ , ,. 4►W .LXIi � - r. . '.•l4 �t.QbTF.7lss�o066-y y v: s k t " 1 L , ° " l Y �IPGI6 1 � ! Z K 1 \ C ( 1 3 s+ 2 1 � 3 , R .e , M : 1 a •. , J _ `. .. '. .. , ;yr. ?w _ 1 m w y f•� .wam �°� 1 -c5 , , pi�tL� � Ca m �L � ' c .. I iI\ .. 1 y s.. w. -: •` \`_, 1/61-I O° f�(�Et�P-�E Ems . .N. .. - - - 11C . { 14101 _ GUY MESSIER RESIDENTIAL DESIGN °"°°'lit j 978-664.0161 148 Park Street•Rt.62•North Reading,MA 01864 7 . 080 CD92 TABLE 56023(1) 0 CMR TABLE S607-3(1).continued • Y I r.16 A � 79 Fit L` . 1 FASTENER SCHEDULE FOR STRUCTURAL MEhIDERS � FASTE103R SCIRIM FOR STRUCTURAL BSFbM FRS ASTENRM- NUMBER AND DESCRMMONOFBDEDIN "(too - SPAC'II4CO➢Fedhatesupp i. . TYPE OF MATERIALS c BASI'Bi481t m(iodtm) I°tumedi°t°s) DESCRIPTION OF BUD.DWG ELEMENTS FASTENHR`xs° SPACING OF FASr%NERS m - otstl0 sill or girder,me sail }gd - wood strneanral att6Bso m m 'deboad wall to Gsmin• tied ncr,wall) 6 .n"x 6`subDow or less to each joist,face rail 2-Bd - 8d 12s " ! ROOF CON5MCTION 2 sot lea IN' - ,y„--I ed connotes mil 6 12• J �- 'subnoor to joist or girder,blind and face nail 246d I 235#OR(JW IC ASPNALi SHINCd E5 ON oIc haste to or blockM,face nail 16d 16'o.c. 1%'-114' IOd common nail or 8d dela®ed nil l 6 12 I31bc ail m 15#ASPHALT IMPREGNATED PELF ON op or sole plate m wand,ens nail 2-16d - 1Y regular ceBnloe;e l"plvaoiad atofmg Wait 6d common 3 6 (� 5/B"f8G5TRUCTURALPLYWO0D5HEATHING(5EENAILING5CHEDULE)ON cud to sale late,we nail 3-edor2-16d - Wregardsbaamm k16 IN long L1 ]2X 10 RAFTER5 N1%5MIC/HURRICANE CLIP5-51MP5ON 5TRONG-TIE ruble studs,face tied 10d 24"o.c. 4S structural txBdodc IW galvarind[oofmg mail Bid common 3 6 / H2 OR N-2.5 W/Bel X 1.9"NAL5 @ I PER RAFTER cable m laars,(ace tail 10d 24"o.c. fiberboard sheathin mil M16 Ity lung .� / 'etmctmd cellulosic I%galvanized roofing nail 8d common 3 6 v -I"PROPER VENf ale lane to or blocking e<b aced wall panels' 3-16d 16'o.c. ebberboard sheathingsti 16 lit Ira rvt' R-'10 FACED PI(3ERGLA55 INSULATION C R-'B OVER CEILING J015f5) cab banned top ates.toinimtm 24-ineb offset of ma joint:.raon g.16d = y arcas•gyp..sheathing DYgdvaoimd toonng mil:6d common 4 -8 /----- 2 X 10 CEILING J015T5 @ 16"O.C. lockingbetween joists or rafters m m we trail 3-0d - nail;atapk galvanized.I%Isar:I cV I X 3 STRAPPING joist m m late,toe Dail Bd 6"o.a 1%,scric g W orS E ea 4i`gypsum sheathing It)i•galvanized enofing Dail:Sd conancn 4 B \- - 1/2"Gl(P5UM WALLBOARD CEILING o Mtes,M sarcoMedmdiotcrsections,foie rail 2-IOd • ! tatil;sapk gnlvan�d,146"long*,14S' udt-s header,two (errs with f ecer 16d 16•os.door eacb d wetew W or S SAVECONSfIaICTIONTOMAECH EXI511%51M ortMudheader,two pieces l6d 16"os.elan each edge Wodstnemnl s mnnbkamrsobBmrmdeda twtlwta tom{ Z ( t. I X B FASCIA BOARD ..g joists to late.toe sail 3-Bd - it•and less bed deformed nil or Bd common sell 6.. 12 `f L 4 on.nuom header m stud toe nail - 4-8d - de.•-I• ad;-0 call or gd kformd se0 6 .12 I X 12 5OFFIf BOARD W/VENTING CONTINUOU5 ilingjout,lags over artitions,face nail 3-I0d - I%'-19I' I lodcommon nail or 8d deformed nail 6 12 (l p1 I X 8 FRIEZE BOARD - x •'n joist m lel afters,face sail }lOd For SI:1 inch=25.4 rraq'1 foot=704.8mm,t toile r ham=I.6091tmIh . -". IXQUARTER ROUND .. m hart,toe sail 2r16d - t AB naW am emootbcomtmn,bra[wdeforsd sbaduex twhaeotberwimstated.Nagsudforfsm(ngand; rVii 2 X gfRIEZE HAILERS @ 32"OC J • shmtbkgconaectiwa shall have rainirmm average heading yield str ngtlts as sho":80 kii(551 MPa)for stink ^ °brace to each stud and plate,face oail 2 Ind IN" - diametar of 0.192 inch(20d ent�oon aar'U,901ai(620 M(ha)for shade.al...,"e...larger than 0.142 bacb but not d TI&U WALL ASPHALT PAPER/COPPER FLASHING OVER 2-8d - larger than 0.177 inch,and 1DD kti(689 MPs)forshank diameme of 0.142 inch or leas. 3"X 3 1/2"X 1/q"5TEEL LINTEL - 'x 6•sheathing to each bearing.into mil 2 s 1 IN' - b.Staples arc 16 Single whe and have a minimum'/ts-inch on diameo-i crown width. __- -�- ygd a Nails shaD be spaced a not nitre than six inches on censer at an supports wheat span are,48 inches w greater. J x 6'sheathing m each bearing,fern nail d Four-foot fro[or fear-foot -ame-foot panels shill be lied vertically. O �` 3 In.lam• - �I'�Btu' _ '�' P DPP � tp C7 tiler than 1"x 8'sheathing m each beating,Ears nail 3-8d _ L For cu c. bra h�avr�sb of wind I°this O k shag be based m 780 mot Tebk 360i3(2)... la_ 1. 4w lea 11W 8r g speed mp gtesmr,8d defo®ed nails shall be used fw attaching plywoodat a a uUt-n comer winds - IOd ]R"o.c. -and wood nmcmmlpmeltoofdtmthmgmframingwida°minhmm48-bath diuwcefmmgabk sued wa8aifmean }..._ Fa a4 C rooI height is mom thw 25 tent,up m 35 feet maximum. 1 - Nail each Myer a follows:32• �-' Ca G q s•For atgitmw having bailer wine aped of 100 mph or lase,onlM for etrwlMg wood structural petal roof sheathing p a cop and bosom and uilt-up girders and beams.2-inch lumber Myers IOd staggered.gg r��Two mils at ends to gable and well forming shell 6e spaced six inches on center.When basic wend speed is gmsmr than(00 mph, �.. nails for aching panel mofsheethmg to Intermediate supports shall be spaced six loch=ou¢nter for m(ninam ' end arenchlira tk _ hanks 2-16d At eacb hearing 48-inch distance form&halidgmnf rot to AS'1MICm79 andd bshell be installed M aemrdmoe witheOA 253.Fiberboard 1 WALL CONSfq.CfION of taften to ridge,valley or hip rafters:toe nail 4•I6d Amfhin EnU me = q"FACE BRICK VENEER w/ nit 3 I6d - ahwhmg shall conform m eithuAHA t94.I or ASfM c 208. .�... - i - L Sparing of fat[cners on floorwheathMg panel edges applies m panel alliesalliessupported by forming members;members;and at I"x 8"CORfdj6A212 GALVANIZED fIE5 @ NOT MORE f HAN 2q"WONC, r ties to rafters.face 3-8d all Door pullovers only.Spacing of Poa cti ts on roof sh-thing panel edges applies to paad edges supported by 2X4 PLATE- 00DLEn MORE THAN 56"5PACINGHORIZONTALLY - Gan»ngrmmheraeodaraUroofplwe coB�l°cldngMkr.x6on of adjacent PMna.Floor roof to the Gaming memheat shall cot be mqdred 15#A5PHA.f IMPREGNATEDFELfON _ 'pat irmter&bellbewppmadbyfrouimembesorwudbladd g. t p I I/2"EXTERIOR GRADE STRUCTURAL PLYWOOD 5FEAfHING(5EE NAILING SCHEDULE) ON L 2 X q WOOD 5TUD5(CON5TRUCTION GRADE OR BETTER) @ Ill O.C. a z R-13 PAPER-FACED C I Perm min.)FIBERGLASS IN ULATION ' 1/2"GYPSUM WALLBOARD or DLUEBOARD AND GYPSUM PLA5TER r WINDOW SCHEDULE ' i - -- 2 X q WALL SHOE - - Window Unh Total Comments/ r Name Assembly Type QueMAy Width x Height UF= -actw SHGC Area Area Description e,` FIN15H FLOOMNG 1 WDH3052 Wood Frame,Double Pane with Low•E 6 3'-7 5'S 17.15 102.90 fl2 0930 0.290 R.O,V-2 11fir x 517I8" PIN15H FLOORING(fO Of PECIDED) 2 WDH2B46 Wood Frame Double Pane with Low-E 2 7-9' 4.91 13.06 26.12 R2 0.330 0.290 R.O=2'-101/8"x 4'-8 7/8" 3 W OH2O46 Wood Frame,Double Pane with Low-E 2 7.2" 4'-S' 10.29 20.58 ft2 0.330 0.290 R.O=7-21/8"x 4'a 7/8" - 3/q"f8G STRUCTURAL PLYWOOD SIIBFLOORING<5EE NAILING SCHEDULE)ON lil 4 WDH2B52 Wood Frame,Double Pane with Low•E 1 2'-10" 6'b" 15.35 15.35 112 0.330 0.290 R.O.=7.101/8°x 5'-4 7/g" 2 X 10 FLOOR JOIST$ 5 CN335 Wood Frame Double Pane with Low-E 1 5'-1' 3'-5" 17.37 17.37 R2 0.310 0.310 R.O=3'S 3I8"x 5'•1 3/8" •p'1 R-19 MINIMUM PAPER-FACED(UP)FIDERGLA55 DAff IN5ULAfICN ..., _ Wood Frame Double Pane with Low•E 1 5'-1" 4'-0" 20.33 20.33 ft2 0.310 0.310 R.O.=V-1 3/8"x 4'-01Z pp " •I�=a \ EXPANDED FOAM MORTAR 5fOP Wood Frame Double Pane with Low-E 2• T-1" 5'-0" 35.42 70.84 U 0.310 0.310 R.O.-T-1 1/8°x V-0 3m" ti ' - ' Woad Frame,Double Pane with Low-E 2 7-0" 5'-0" 10.00 20.00 ft2 0.310 0.310 R.O.=2'-0 Slit'x 5'-03/8" ` CN34 7 CW35 8 C15 - / 7°�S^ \� SASH CORD WEEPS 1}BZOUGH BOTTOM VERTICAL JOINTS" _ - 9 P3550 Wood Frame,Double Pane with Low-E 1 3'-&' S'-0' 17.50 17.50 n2 0.310 0.300 R -7.5 5/8"x 5'-O 3/8" THRU-WALL A5PHA.f PAPER/COPPER FLASHING beds✓ FOUNDATION C0N5fMCfI0N DOOR SCHEDULE % - - ----- - - 2 X 6 P f 51LL DOUBLED 0 - - 51LL SEALER-NON LELLUL05E CONTINUOU5 COMPM551PLE FOAM `a- ANCHOR DOL5-5/8"DIA,X 11"GALVANIZED 5TEEL @ 6-0"MAX.SPACING Door Assembly Quantity Width x Height = unit Towl U-Factor sHOC Comments/ 6"-12"FROM CORNER OR END5 Name Type Area Ives. Description 1 3068 6 panel Ext. Solid 1 3'-a 6'-8" ,20.00 20.00 ft2 0.260 Screen w/Stonn inserts 1 - - ----fOP OF WALL REINFORCING-3 #q REDAR5 CONfIN0005 z FWG B0611L Glass 2 8'-0" 6'-11' 55.33 110.66 ft2 0.280 R.O.=e'-0 xs-11". Z �- ------12"POURED CONCRETE FOUNDATION WALL w/5"BRICK SHELF-DROPPED 6" 3 FWSL 13611 Glass 2 1'-3" 6'-11" 1 8.65 17.30 ft2 0.280 R.O.-1'-3 12"x 6'-1 1" 4 FWH 29611 AL Glass 1 2'-8° 6'-11" 18.44 18.44 112 0.280 0.430 R.O.-2'-9"x&A 1" • ISOLATED COLUMN FOOTINGS(3O"X 3O"X 12") OF POURED CONCeff 5 FWT 60110 GlassM12'1' 1'-10' 11.00 11.D0 fl2 0.280 R.O.-6'-0°x 1'-31rT. `�6 REINFORCED w/6 #q REBARS TWO WAYS ead 6 FWH 60611APL Glass 6'-11" 41.50 41.50 ft2 0.280 R.O.-6'-0•X V-11• L� • - 7 2868 9Lt Ext Solid 61" 17.78 17,78 62 0.441 Garage acease q"POURED CONCRETE SLAB W/ 6 X 6-W 2.9 X W 2.9 B FWG 60611 L Glass 6'-11" 41.50 41.50 fl2 0.280 0.430 R.O.=6'-0"x6'•11"WELDED WIRE ME5H REINFORCING-COWNUOU5 e 9 2868 Flush rated Solid 6'.8" 17.78 17.78 ft2 0.440 R.O.=2-10"x 6'-9"rated 45 min, 24"X 12"POURED CONCRETE FOOTING REINFORCED 3 W/2-#4 REDAR5-CONTINUOUS i TWIC& W&L MfAll. I - - 1/2"-1'-0" cc t>. m gF