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0172 SPUR LANE
7c,Z Sp I 0 v ��.�,: s-- --.i :- �; �r.....�.yr..- ..-.. ..'., .. _,.; ,�w.,. a�?-� ^4F� � _ _ ...+75!•t'^-.�. T _ _ ...er+w.;�:�+ - Town of Barnstable Building �a Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept to}� `�S Posted Until Final Inspection Has Been Made. Permit 'yibMp.+' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1430 Applicant Name: Paul Eaton Approvals Date Issued: 06/10/2020 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 12/10/2020 Foundation: Location: 172 SPUR LANE, MARSTONS MILLS Map/Lot: 011-010 Zoning District: RF Sheathing: Owner on Record: RIZZO, RICHARD&EILEEN T Contractor Name: PAUL A EATON Framing: 1 Address: 172 SPUR LN Contractor License: CS=088720 2 MARSTONS MILLS, MA 02648 Est. Project Cost: $20,000.00 Chimney: Description: Install 5.78 kw solar panels on roof. Will not exceed roof panel, but Permit Fee: $ 152.00 will add 6"to roof height. 17 total panels. Insulation: Fee Paid.; $152.00 Project Review Req: Date: 6/10/2020 Final: I Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuanr fficial Final Plumbing:. All work authorized by this permit shall conform to the approved application and theiapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: 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 work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building-and-Fire-Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Pe sons contract) with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: c C TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # - s Health Division BUILp/fVG DEpT Date Issued l Z .11 RM� .. Conservation Division $EP 010 ?01 Application Fee Planning Dept. s Permit Fee 3 5 . Date Definitive Plan Approved by Planning Board TOWN OF�fi��►^—n... Historic - OKH _ Preservation/ Hyannis Project Street Address 7c� e MA 45b16 U� Village Owner Lr 1 v� Address Telephone a 1 Permit Request a CL VA4 yzh\, a"h r Square feet: 1 st floor: existing proposed 2nd floor: existing ✓ proposed Total new Zoning District F Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family tel Two Family ❑ Multi-Family units) Age of Existing Structure Historic House: ❑Yes l o On Old Kin 's Highway: ❑Y /No g g ges Basement Type: ®'Full ❑ Crawl ❑WOkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) ZS Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing --new Total Room Count (not including baths): existing new ! First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ® o Fireplaces: Existing ` /New `� Existing wood/coal stove: ❑Yes ❑ No 6� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ��6 ��� — � ✓ Address sGi + License # 90�3q L) Home Improvement Contractor# " Email Worker's Compensation #�►lGl/���'SG !"/ Zo`� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATURE DATE �t3�/� f FOR OFFICIAL USE ONLY j L APPLICATION # I � DATE ISSUED ' MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ; .FOUNDATION FRAME -Y INSULATION FIREPLACE ELLCTRICAL: ROUGH FINAL nF PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 O 1 01ffhk } _ DATE CLOSED OUT ;� ASSOCIATION PLAN NO. 17i-e Commomweah*gfMawadrmetts �epaadrrent of strzat Acci�e�r Office of Inw-qk-adons Boston,MA 02111 mmmasagavldia Workers' Campensadian Iusurauce Affidavit:Baggier-slContracfarsMect dcians(Plumbers APP1kzntTnfwmafi= 1� Pleas Prmtr Nye Address: i C' City/s Ph,orie b b Are yj&an employer?ChZk& appropriate ox Type of project(reed -- 1.5ri am a anployer With 4 [3I am a general contractor and I 6. ❑New consfruc:tion * havebaedthe s�-contractors; employees(fall arpdfor par�time). 2.❑ I am a sole propr;etm Or partner- listed an the attached sheet 7 ❑Remodeling ship and have no employees . These sub-contractors have & ❑Demolition wading forme in any capacity. employees and have workers' INa E odmrs,camp_ice comp-`" 'I 9. El Building addition reqpired 1 5. ❑ We are a corpomfion and its 10❑Electrical repairs or additions 3.❑ I am a homemmer doing all work officers have exercised their 1L❑Phanbingrepaim or addihoas myself o workers' _ right of exemption per MGL ias= ce d. F c.M§1(4k andwe have 12.❑Roafrepairs . require j 13.❑Other ��9em[No wotioess' cam-inmrance Vie&] ' 5'agp6 H�stcbedsboaft1mostalsofMmttheswdmbelowshuuffig&ekuutexecompeasatwnpaEUintmn Pon- �umeuaagrs�dse saba3ft dux d5d2ek fndicatia suds a ff=cbectthk bay mast ettacbed enaddi6ffml sheet sbowing the aameof @ire sab-c�and stdawhedm ar not tme etdideshsm employees.IMP Ip—i&tbea waitmegyp-policy manbu- I am an eueplaysr Seat is providing workers'campmsatien insurance,for my emptoyem Below is flee poZicy amd jab M�ta infornut om Insurance compaupbrame. L' ► Paficy or Self-ins-LiC,f wl � aviratiou Date: Job Site Address` l loz, 569 1) 4 ' taw : �1 f Attach a copy of the workers'compensation policy declaration page(shag the poflry number and expiration date). Fad=to secure coverage as regmtedunder Sew 25A of MQ.r-152 can lead to the imposifm of criminal penalties of a fine up to$15Qa QO andlor one-yearimprismznenk as Well as civil penalties in the form of a STOP WORK ORDER and a fine of up to MOO a clay against the violator. Be advised did a copy of this statement may be forwarded to the Office of Investigations of the DIA for ihsurance coverage veeifcatiam. I do hereby ear.fF u nd,%r s ofperjuty 1h tfje iraforma&nprot hW abm e b l ect Siz aatrsre: Date Phone ORkiat am anly. Do not write in dds area,trr be emppfeted by cdp ortoarn ojoidal City or Torn: PermiMcense f i l:ssuing Anflwrity(cirrk one): L Board of Health 2.IImTding Department 3.CityiTawn.Clerk d.Electrical Inspector S.Pl robing Inspector 6.Other Caantact Person Phone#: Information and lastructions 'y M ss:waueefts General Laws chapter M regaaes all employers m provide woos'corupensation far$fear employees. Pursaantto this s an Moyer is dcfined&-..every person in the service,of another under any c=tact of hire, esp=ss or implied,oral or wriitc . An'.ezripIoyer is deed as ran inr$vzhA pmlamship,aswdatmm,corporation or other legal et[Ly,or uny two or more of the foregoing engaged in:a joint eot mpdse,and including the legal reF=eaiaiives of a deceased employer,or the receiver or t mstee of an mdxvida.I,pmt nmm1np,assoc don.or other legal entity,e=ploymg eMOPmYCC9- However the owner of a dweIIazg house having not mare thaw three apartments and who resides therein,or the occupant of$e - dwmUmg house of another who eoiploys persons to do maintmamce,cmstuction or repay work on such dwmIling house or on the grounds or but ing apptm-�nan Ihmzto ffiZ not becanse of salt emplayment be deemeti in be an enployrr." MGL cbapter 152,§25C(6)also states that"every StSte or IocaI Tires agency sh&U withhold the issuance or renewal of a ficease or permit to operate a bmixess or to construct bu ldiags in the commonwealth for any applicamt Who has not produced acceptable evidence of cumpfimc a with the biwran=cove�cage regIIired_" Additionally,MCM chapter L5:,§25C(7)slates-Neither the comm�wealth nor ii3y ofits political subdivisions shall enter into any contact for the p�ae ofpubho won3c urn acceptable evidence of compli4ace with the msmance.. regtmrutents of this chapter have been presented to the co*��a anthozif-y-" Applicants t Please fill out the waimm'compensation affidavit completely,by g the boxes that apply to your sifnatim and,if necessary,supply sob.-contactor(s)name(s). addresses)and phone numbe(s)along with their certificate(s)of insraance. Limited Liability Companies(LLC)or L mutrd Liability-Pmtaeaships(LLP)withno emfployem other than the members or par tams,are not requhed to carry wothers' comtpensafian msmmlce If as LLC'our T•T•p does have empIoyees,apolicyisrmPftrd. Be advised that this affidavit maybe sabmfttDdtotheDeparhnentof7ndastrial Accident for confrmnation of iasaraa=coverage_ Also be sure to sign and date the affidavit The affidavit should be rstomed In the city or town that the application far the permit or license is being requested,not the Department of Ind sbdal Accidents. Should you have any gnesricus regarding the law or ifyou are regaaed to obtain a worl=' compensation policy,please call the Depadment at the rmmber li ted below. Self-insured companies should enter their self ft sc=ce license mmmber on the appropriate line City or Town Officials Please be sous that the affidavit is complete and pried legibly_ The Departmemf has provided a space at the bottom of the affidavit for you to fill out in the event:tine Office ofluvestigaflow has to contact you regarding the applicant. Please be m=to fill in the peT�rt/liceose manber which will be used as a refr..rcnce number. In addition,an applicant flat must submit multiple pennitiUcense apphbataus m any givenyear;need only submit one affidavit mdicatmg cuurent policy information Cif necessary)and under"Job Site Ad&v ss"the applicant should write"0 locations in (may or town)--A copy of the•affidavit that has been officially stumped or madced by the,city c r gown may be provided to the _ applicant as proof that a valid affidavit is on file for ftm peumits or Ii—-es- A new affidavit must be filled out each year.Where a home owner or citizen is obtaining aliceoso or pemjtnotrelatzdto my bnsiocss or commercial vent= (ie. a dog license orpeonit to bum leaves etc_)said person.is NOT zeqairedto complete this affidavit The of of Invesligstinus would hb--to thank you in advanco for your cooperation and should you have any questions, please do not hcsfta±r.to give us a call- The Departments address,telephone and fax number: . Thu COMMMWean of MASSachnsem ' Degadnmt cif Y&mt a}Accdenta Office ofX2megtkatio= ���ingtan B MA 01 111 Ta 4 617 727-4900 cxt 406 or 1477 M GAFF} Fax 9 617` 27 7749 Revised 4-24-07 � ��� AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.I.1)1 EZ Cbeck 1.1 SCOPE Compliance WindSpeed(3-sec,gust)........................:..........................................._.............................................110 mph — WindExposure Category...............................................................................................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories _ Roof Pitch .................... ... 512:12 .....................................................(Fig 2) ........................................ MeanRoof Height ..................................._.........................(Fig 2)_............._................................_ft 5 33' Buildingwidth,W................................................................(Fig 3)........................_......................_ft 5 80' BuildingLength,L ..............................................................(Fig 3)................................................. ft s 80, Building Aspect Ratio(L/W) ...............................................(Fig 4)......................._.................:....... s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ s 618. 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............................................................................................................................... :.... 2.2 ANCHORAGE TO FOUNDATION" 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 endroint of plate ............................(Fig 5)..................................... in.5 6"—12" —_ Bolt Embedment—concrete.........................................(Fig 5)................................................. in.t 7" _ Bolt Embedment—masonry.........................................(Fig 5)............................................ In.2 15" _ PlateWasher...............................................................(Fig 5)...............................................2 3"x 3"x'/." 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... _ Maximum Floor Opening Dimension...................................(Fig 6)............................ Its 12'or L/2 or 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 T).................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft s d _ Floor Bracing 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 1 in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................._ft s 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' _— Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.s 24"o.c. Wall Story Offsets .........................................................(Figs 7&8)............................................ ft 5 d —_ 42 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x- ft_in. _ Non-Loadbearing walls.................................................(Table 5)..............................2x -__ft_in. Gable End Wall Bracing' — Full Height Endwall Studs............................................(Fig 10)........................................... _........ ......... WSP Attic Floor Length................................................(Fig 11)..............:.............................._ft aW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............. z 0.9W _ 2 x 4 Continuous Lateral Brace C�6 ft.o.c...(Fig 11).......................................— ................:.... Double Top Plate — Splice Length ........................................................(Fig 13 and Table 6)..................................... ft _ 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 CIMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnalled 16d common nails)..............(Table T).........................._............................. Non-Loadbearing Wall Connections Lateral(no.of endnaled 16d common nails)...............(Table 8).............................._........................ Load Bearing Wail Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..................................—It_In.s 11' Sill Plate Spans ........................................................(Table 9).......*. *'... *. *............._ft_In.511, Full Height Studs (no.of studs)............................_.....(Table 9).............._.................. ....lia.................. _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compnces to Table 9) HeaderSpans.......................:.....................................(Table 9).................................._ft—In.s 12' SillPlate Spans................_.........................................(Table 9).................................. ft—in..:512' — 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 Opening2 ............................................................................... Sheathing Type..............................................(note 4)................................:..................... Edge Nail Spacing.................................._.....(Table 10 or note 4 if less)........................_in. Field Nag Spacing —� P 9..........................................(Table 10)................................................. _ Shear Connection(no.of 16d common nails)(Table 10)...................................... _ Percent-Eull-Height Sheathing.......................(Table 10).................................................... 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).............. Maximum Building Dimension,L Nominal Height of Tallest Opening2........................................................................._5 6-81 _ Sheathing Type........................................._...(note 4)...................................................... Edge Nail Spacing.........................................(fable 11 or note 4 If less)......... .............—In. _ Field Nag Spacing..........................................(fable 11).................................................—in. _ Shear Connection(no.of 16d common nails)(fable 11)................................. Wag Cladding ..................... _ _ Percent Full-Height Sheathing.......................(fable 11)....................................................—% 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Ratedfor Wind Speed?.............................................................................................................................. 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 L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= pl Lateral.............................................(Table 12)................... l—...I.................L _Of f Shear...............................................(Table 12).............................................S= plf _ Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T _plf _ Gable Rake Outlooker.........................................(Figure 20).............. ft s 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).................. RoofSheathing Thickness.........................................................................................._In.a 7/16'WSP Roof Sheathing Fastening...........................................(Table 2).................................. .................... Notes: — 1. This cheddist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 R 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. L AWC Guide to Wood Construction in High Wind Arens; 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.Li.1)' a. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 711ti and be installed as follows: L Panels shall be installed with strength axis parallel to studs. fi. All horizontal joints shall occur over and be nailed to framing. fii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be ettached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of Bd staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' -wu mms EmE RESTS oa FftkMNG UMsd MAU AT 8`ore • �• FF LM u iF 11 Fl Fr i ti ii . ii A K � � FI I •v 4 ii i� o n ii I Ij p FF CL u v a� � � ii i i 3 • H fF n ti �41------ ti MALSPACM See Detail on Next Page Vertical and HoriIontal Nailing for Pang Attachment 0� 7 Town of Barnstable Regala6ry Services - tYMLEM Sca4 I?hmcbDr ~� BIU(Img DIvfidou `ramrerry,Bm1rmg,Cam 2D0 Mam St=t Hymmir,,MA 02601 WWW Dwnlarnsfable-ma us Office 5084624-038 Fay 508-790-6230 Proper r Owner Must r Complete acid Sign This Section If Using ABuilder ,as Qwner of the subject m - J P PAY' ben=�y ho l ' to art oa mybdmll ' in aR mats=Iativa to work=ImEzed bythis bMIding P=3k application for. . (Add=s of Job) *Ipoolfences and alarms are the responsibayof the applicant Pools are not to be filled or ufflized before fence is installed and all final " inspections.are performed and accepted- 0 f SjAt=of %f z -2-� PriurNa= Dalk Q71VRMS-OW. unsumeoors ' Town Of Ramstable Reguktory Services E.cE=d V.S=A Da ecfar • b - RtEding DiVidDn t Tam Pt T Bm7dmg CanT"%-�nnez • q- �a�` 200 Usk Sft=4 E$y�MA 02601 �) Z44CFP.fTTS'PII-b2rnrFafiTr• I= ' Offlca: 508-8Q-•038 F� 508-79Q�i23D - �MEOWN!i R LME E333aM off . Pir�se&a+t DAM JOB rrxCa1101t s �cr' cUULM4T'MaT ZrJADDRESS: _ aP Code The crm-eat for`9zammownea�'was to mere owncs-occupied dvaelImas of six ar Iess End in aIIo� homeowners to engage an individual fur hir�mwho does notpossess a Hc=scq pton ided thatthe owner acts as=MyisoL • DEN OR HOMEO WIUM P=on(s)who ow parcel of Iand on which helshe resides or intends to reside,on which their is,ar is intended to be,a one or two- ns a fmn Zy dwcuhi& attached or deia�stzncimres accessmy to mffi use and/or fa=siructmw. A peasm who consfivcia mae than one Boma in a two-y =peziod shall natbe cansidm-e&Ahamua� Such om ners',shall sal to tea BmZdiag OfSeial on a fain acxptabBtothmBurldmgOffi=LffithdshesbanbeMMamsibla for ansQchwo$cpffimeduidmllmbm1�urn (sm-ion 109.L1) °homaeowmr"ammo==spoassb y for compliance withtha Staie Building Cods and ofTmr agplic�ble codes, bylw rules and reguTBfmns .7ha=dmmgaed`fiomcownce des thdhdzhe rmd=mtm&tba'Tovm ofBm=stabJa Bm7 mg Dcpart mcxt—iniyn=fi sp=:6m ��� andthathdshc wsZl complywffii saidproc�.uss andr�r..nis_ : - sl � - A�P�sI cism7dmg05cisl • Note: 'Ibreo-fy dwrllings�g 35,000 cubic that or largo ws7lbe zeq�¢edto comply with the State Bm7dmg Coda Seddon f27-0 Ca�d�w Camf-'t- HDMowrtaa's EXEMrMli 'Igie Code sia�s that: `Amy hoiaeowner petfnrmiag work far which a bmmg permit is reused shaII be enerapt from tEm provisions of this sedion(Secfwn I09-Li-Ling of ro an&gmr'eWDrs),prWded fZatif tide bomeownrx engages a persoa(s)for hire to do such work,tbst sarh Hcmwwuw shag art as supwvh;ar." arcrrm;nc the respons lryll of a mpervisor Many homeowae:Ls who use this e�myp.�fl�o�a�arc mzaware•ffiat tip are „ (y-ee Appendnc Q,Rules&R�bfmw for1.1.._.sin Co'n fx inn Sap=visors,Section 215) This la&of aWareaess ofbm resalts in serinIIs pro blem.s,parScnIarlpwhen ffie homeaWner hires persons- In&is casq our Board cannnt proeecd agamsf the unHc=sed person as if Would wiffi a Hceased Supervisor_ The homeownrr acfmg as Supervisor is ultimately respond aaa5Mtj ,many eommnifles req�q as part of the To easise drat flie hameo�varr s folly aware of bisllirz'rEsg permit application,twat the h=wwner=-ffy ffmtbjgshe=dmstmm&flee re*pdn_s�m i of a Supervisor. On f =Lsstpap of thk i w=is a form carrem$y wed by.scve mwas You may can t aia marl and'adapt each a fnrmlmrffffi2t!on for use in your commnnitp Z Ravisod 061313 . I I arnmaorzcueaCCli a1Q_dac.1uw"M r; Office of Consumer Affairs&Business Regulation License or registration valid for individual use on]] I HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:;``-1.05548 Type: Office of Consumer Affairs and Business Regulatio Expiration i--- 11-ZJ2018 DBA 10 Park Plaza-Suite 5170 Boston,MA 02116 VILLAGE CRAFT B4O L__ffNG.:B k'gIgODELING 002 . Michael Deluga ,-� _ ;e�!�•• 568 SANTUIT RD. COTUIT,MA 02635 Undersecretary Not valid wit out re Massachusetts Department of Public Safety 9WBoard of Building Regulations and Standards . License: CS-050234 Construction Supervisor MICHAEL DELUGA 568 SANTUIT RD u` COTUIT MA 02635 Expiration: Commissioner 07/09/2018 L :onstruction Supervisor restricted to: Inrestricted -Buildings of any use group which contain :ss than 35,000 cubic feet(991 cubic meters)of nclosed space. Failure to possess a current edition of the Massachusetts Mate Building Code is cause for revocation of this license. 1PS Licensing information visit: WWW.MASS.GOV/DPS f r WORKERS COMPENSATION'AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company' 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800) 876-2765 NCCI NO 40959 POLICY NO. I WCC-500-5006114-201_5>A PRIOR NO. WCC-500-5006114 2014A, ITEM 1. The Insured: Michael Deluga DBA: Village Craft Building & Remodeling Mailing address: 568 Santuit Road FEIN: `"'2146 Cotuit, MA 02635 Legal Entity Type: Sole Proprietor Other workplaces not shown above: 2. The policy period is from 12/23/2015 to 12/23/2016 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' Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 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. Classifications Premium Basis Rates -1 Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 355380 I INTER SEE CLASS CODE SCHEDU E I • I Minimum Premium $500 Total Estimated Annual Premium $2,638 GOV GOV Deposit Premium $693 ►STATE ICLASS MA ; 5645 State Assessments/Surcharges $2,291.00 x 5.7500% $132 This policy, including all endorsements, is hereby countersigned by 10/20/2015_ Authorized Signature Date Service Office: Malcolm& Parsons Insurance Agency Inc 54 Third Avenue P 0 Box 527 Burlington MA 0'1803 Stoughton, MA 02072 WC 00 00 01 A (7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. �. � �1��° ��D•/�'D,�/v% ��?Z Stu(L L��t r�dhti-s-errs {�rc,cs ��- WC Grurte to WoodConstruction ir: High Wind Ai-eas: 110 iiiph Whid Zone Massachusetts Checklist for COMpliIOnCe (780 CMR 5301.2.1.1)' 0 Check '01D►NG hep-r Compliance 1.1 SCOPE 110 mph WindSpeed(3-sec. gust .................................................................. .................^�,�D...�.... ... .. .. .... Wind Exposure Category .......... P—J,*" 'e��pge"" "" "' B P 9 ry.................................................................. ........ ` CUIU 1.2 APPLICABILITY Number of Stories .......................................: :.........(Fig 2). rOwN.9F E pRrstories,�s�astories Roof Pitch (Fig2 �i12 1 = 12:12 MeanRoof Height ..............................................................(Fig 2 ................................................ ft s 83' BuildingWidth,W ...............................................................(Fig 3)............................................ ft 15 80' BuildingLength, L ..............................................................(Fig 3)................................................. Building Aspect Ratio(L/W) ....... • • (Fig 4 ` 5 3:1 (Fig 4 `- Nominal Height of Tallest Opening2 ...................................( 9 )................................................ 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.............................................................................................................................. Concrete Mason "'"••" "• 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative'in concrete only Bolt Spacing-general ..........................................(Table 4).M.W.�..... ..t. S in. Bolt Spacing from end/joint of plate ............................(Fig 5).....................................to-�v in. :5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................I in. >7" ry.........................................-(Fig 5 - in. > 15" Bolt Embedment-mason ( 9 ) PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x W . 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55) ................................... Maximum Floor Opening Dimension...................................(Fig 6)...........................412ft s 12' 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).................................................... - ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... - ft <-d FloorBracing at Endwalls ...................................................(Fig 9).................................................................... Floor Sheathing Type (per 780 CMR Chapter 55)........................�..'n' Floor Sheathing Thickness .................................................(per 780 CM Chapter 55 ..................... Floor SheathingFastening (Table 2)..;d nails at tin edge/ ?irn field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................—ft 5101 Non-Loadbearing walls................................................(Fig 10 and Table 5).....................,../... ft <—20' Wall Stud Spacing ...............................................:........(Fig 10 and Table 5)...................J L in. :524"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ - ft s d I 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x __ft_in. Non-Loadbearing walls................................................(Table 5)..............................2x — ft—in. Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10)................................................... .. ......... WSP Attic Floor Length............................. ..................(Fig 11 - ft>W/3 Gypsum Ceiling Length if WSP not used ...................(Fig 11 Taft-'-0.9W -t 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. .............. ......... OF s�F oy -:ice Ler,eti; ................(Fie 13 and Table 6).: .. ft p NIICHELE G� ..� ectio_ (no r a � im a'•c (Table 6)........................................................ vii.:c ..Gnn.,�:w�i �•w. Gi 1.,o comp�.Gn n..il,.) CUDILO o STRUCTURAL �„ C � No 34774 .q_9FGISIEP,G\�k�Q �l041 SSIOM s l/ I 2 ADN,'@ l i2 _W oIz- L4y ��si l A t,u s, 14 � Ay�'F t✓:tidn to V ood Cortstructimi M High Wittd Areav,I1© mph Whid Zoiie Of� assal:h .$setts Checklist for Cornpliancc (780 CNIR 5301.2.1.i)1 Loadbearing Wall Connections It S Lateral (no. of endnailed 16d common nails)..............(Table 7).........Alk......... C.�..... .......... .... Non-Loadbearing Wall Connections Lateral (no. of andnailed 16d common nails)...............(Table 8)............................................... ........c Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9)........................................................ Header Spans (Table 9)..................................�p3ft - in. _ 11' Sill Plate Spans ........................................................(Table 9)............................. ft—in. < 11' Full Height Studs (no. of studs) ...................................(Table 9)........................................................ I_ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................-•-(Q ft=in. <_ 12'4_3 Sill Plate Spans...........................................................(Table 9).................................. Wft_in. <_ 12" Full Height Studs(no. of studs)....................................(Table 9)........................................................_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................. u`-6,8, SheathingType..............................................(note 4)...................................................... I/1ISP Edge Nail Spacing.........................................(Table 10 or note 4 if less)............. .............. in Field Nail Spacing..........................................(Table 10)........................ n.Shear Connection (no. of 16d common nails)(Table 10)...................................................... . r Percent Full-Height Sheathing.......................(Table 10)......................:............................;°°X 6� 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................... ...............................6_a`-6'8" WSZSheathing Type..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing Table 11)................................................._i Lin. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing 11 ................................................I 9 g.......................(Table )... t�- X 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans.checked? .......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................................................... (Figure 19)............i-�t s smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls spr r r �[MPr� Proprietary Connectors rft'� ...............................U=� Uplift................................................(Table12)............. �I2.S - Lateral.............................................(Table 12).............................................L==9 Shear...............................................(Table 12)............................................ S=27 Ridge Strap Connections, i Ilar • not L40 per page 21..... (Table 13)............... .............T= Gable Rake Outlooker......................................... (Figure 20)... J _ft_c 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 Fastening Thickness........................................... .............)...��.. .. /........ ��i� 7��� Roof SheathingFastenin (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 Figure 14 d. All Straps per Figure 17 e. Corner 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. , p1Ty MCA �L� G 'STRI L_O ru'rrn 6G` ICTURA yo 347?4 .y, &��S7ERE� Q .1srst NAL EN����� sad � Ii ! I s f t .r� '•T 3 t �t A � � 1 � ( 4'ar•. Asa.. � ,�. ii 1 ! 'i' ._........�.....�...�'..VV...•�:..... rrAay,.. -31 IA V.Ra. �w+�•/NaDr.Na�.>r,pA�Y4�MTn.�^" ��'�' CPO ID SlUaORAL ANSI WSP ATTACHMENT 'EAT1 Cry .. -'CAL p Coe t it sr l Dr f2peled TIT, � h ' r. PANEL ' d 111 47 Yam" w `•^`ww i wlp W S ATTAC HMEN `1 b z _ ¢E NOT S4 xv- �, ,� z� �xz7:��� 'a� S-��;�� •�z.¢� 1. �.1�:.2��'.,'t '�i,�"�112�:s���c�'k'+:s�'�w G�`�4 ' I :t. n (140 t fall d 27 , ' Au L c6rn 7oZ I ,�, arZ �oj t, y '�- '�.l � `1- � S� / � � ,1 o b � � � � �� � � � � � q � � � � �`~ �- �I . .� � �' � � � �- v� o �, � -}� tea; �� .* , �. � � s �-- .. �s � � .� l ' �, T ;� �� '� . — W `� � �, /' s> a! v �IWME Town of Barnstable `Permit C Expires 6 r til fr issue date Regulatory Services Fee • t3artrtsrast.e. `0'� Richard V.Scali,Director Building Division 0 Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 1 I 0 I y Not Valid withoat Red X-Press lhnprint Map/parcel Number Property Address 17 Z $(?U/' I..q,n ma rsT0,1 S Ef'Residential Value of Work$T 3 — Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Eil l e ee l 2,z->t- 17 f'l 5tP0R Lone 10 i 1Is Contractor's Name Dto UNOP` �FF Si��L� Telephone Number 7$/" OF r3am-00 Home Improvement Contractor License#(if applicable) I6(y 0Z4r_ Email: Construction Supervisor's License#(if applicable) 87 Z:'7 Z. Vorkman's Compensation Insurance ep ° '� Check one: ❑ I am a sole proprietor OCT 1 9 ZQ�6 El am the Homeowner I have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name Amrfipgk FzF_- IAAZU M kjlw Workman's Comp.Policy# zZ 4J F_C_(.!—r 26 3,5' Copy of Insurance Compliance Certificate must accompany each permit. I ' Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑ WRe-roof(hurricane nailed)(not stripping. Going over existing layers of roof) e-side q Replacement Windows/doors/sliders.U-Value • Z q (maximum.32)#of windows I #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical& Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is SIGNATURE: C:\Users\Deco)i jequired. licros mdows\Temporary Internet Files�Content.Outlook\2PIO1 DNR\EXPRESS.doc Revised 040215 "Window World of Boston,LLC MA HIC RegiatreUon --_�,•- Offices&Showrooms Number. O 15A Cummings Park L3 295 Old Oak Street 166025 Woburn,MA 01801 Pembroke,MA 02359 Federal ID# (781)932-4805 (781)826.6281 27-1481665 -Simply the Best /for cLeess° www.WindowWarldoiBoston.com Customer: �'//E�/V .K/z ,� _Phone IN�'776-�V Install Address:��z / 02�0�N/� Phone(w) I� city:IZ Lt�.S.°MAZS✓ /27/2LS_ State:MAZip,2Zj �E-ma8 WINDOW WORLD GLASS OPTIONS —1000 Series Single-hung AIWVeId $189 -47 SolarZone Elite S99 L 200o Series DH Mech/Welded Sash S195 _Triple Glazed TG2• S175 4000 Series DH Al Weld ('Series 6000 OnW 6000 Series DH All-Weld $240 WINDOW OPTIONS =2 Lite Slider $334 =�c6less Breakage Warranty $15 INCLUDED 3 Lite Slider nn.,a,m io.av4 s525 �(N Screens $9jhm&m Picture/Fixed Lite 5334 Insulation on Jambs and Head $11 INCLUDED —Awning $260 Double Strength Glass $15 INCLUDED —�em� $� _Double Locks(>26) S5INCWDED 2 Lite Casement $575 Full Screens $22 _ 3 Ute Casement ea.,a,m vm,a v.) $860 Colonial Grids(Contoumd/Flat) $45� _Prairie Grids S51 —Basement Hopper $334 _Diamond Grids S69 _Bay Window-Soffit Mount/INS Seat$2660 _Simulated Divided Lite $182 _Bow Window-Soffit Mount/INS Seat$2785 _Tempered OH Sash(BSO)(ISO) S65 _Garden Window $1880 _Obscure Glass(BSO)(TSO) $35 _Specialty Window $ _Oriel Style(40160 or 60140) $30 —Beige/Almond S40 _Foam Enhanced Frame Ms _Wood Grain Interior(Series 400016WO any)$100 PRE 1978 BUILT HOMES(Federal Lead Comalnment Law (Light Oak/Dark Oak/Cherry/Fox Wood —Lead Safe Practices Required $25 40- Rich Maple) MY HOME WAS BUILT IN THE YEAR.�L"1IniUa —Brown Exterior(Arch.Bronze/American TwW St 00 MISCELLANEOUS —Designer Color Exterior $155 Iq Custom Exterior Aluminum Cladding ��/ Faring Color Textured$75 Smooth G 8$75 Window Color_ $ bride Durswde F _Metal Window Removal $so NON CUSTOM DOORS _New Construction Vinyl Removal $175 _wnyt Rolling Patio Door 5R or61L $995 _Specialty Window Exterior Trim $ _Vinyl Rolling Patio Door Mt. $1095 _Mull to Forth Multi Unit $30 _Add to base pica for Custom R"g Paw Door$1150 _Install Interior/Exterior Stops $50/,50 _French Rail Siding Patio Door Sit.or 611. $1295 _Install Interior Casing Starts At $95 _French Rail Sliding Patio Door aR $1395 _Insulate Weight Boxes $20 French Red Sliding Patio Door 9R. $1494 _Roof for Bay/Bow Windows s5oD _Custom Exterior Ctadding $150 _Existing New Const.Ext.Retro Ft $150 _SolarZone Elite or ETC Glass S175 _Removal of Existing Bay/Bow $250 _Grids Patio Door $129 _Repair Sill,Jamb or replace sill nosing $50 _Woodgrain Interiors $295 _Full Sub-Sill(Single)replacement $150 _Exterior Designer Colors S396 �_Mullion Removal $30 _Interior Casing 2112 3111 $T75 _Bay/Bow Conversion Ext.Retro Ft $350 _Handlesat Options S J (New Siding Will Not Match) S Building Permit St50 �j0 Door Color / ROUND•UP FOR WINDOW WORLD CARES Inside D"'sitle O SL Judo ChOdreei Research Ftos4ttal $ ._ . Customer declines exterior wrap and understands ng and or repair may be required Initial Customer declines grids on windows/doors Initial nISCUIMER4 Custoutwr is resporslbte for the fodovd rp in wee tiah w dh Uds hard act Pat ft Smiling,Alarm System 9sCanneNrewmcd BuA4ihB Rnudt fees In excess of$25.00,Homeowner and or Corido Assodadon Approval Histark DHtrkt Approval CM/of Beston pa"&ftwah Parnit fees ki Wnnection wbb inSIN111110. NO EXTRA WORK IF NOT IN WRIITNG! Customer agrees to the terms o payment as follows: Extra Labor&Materials $ �:776 Site Set Up.Disposal&Delivery Fee $ $195.00 Total Amount S Custom Order Deposit 50% $ Ck# Balance Pail to Installer upon Completion $ AV Amount Financed $ -- Window world of Boston antidpates starting this work on and being substantially completed in days.Security Interest:Yes No Any depose required in advance of the start of the work H exceed 331/3%of the total conim.1 price or t arI—actual cost of any material or equipment of a spedal order or custom crude naoae,whO must be ordered in advance of the start of the work to esaure that the proles wig proceed on schedule.No foal payment shelf be demanded unto the contract is completed to the seastadian of both pardes. __ dbWed O m of Caroritractors aumer plaint add inmeeu Regmatloa Rao,Suit subcontractors Ad be mostereu and that any e 5170 aoston'NA 0211IL or r97�Sb770O to a repbtratIDn strouM be No wort solo begin prior to the dipoing of the co bad and trn atital to the owner at a COPY of such contrail WtMaw World of Boston under prodston o1 Chapter 142A of the general taws is required to apply for and obtain all cahsruelldn-ndated pemdls.NMdow world ol Boston W not be deemed responsible for delays In the work described h this apeemerd caused by regulatory.pelf gnandng ate•authorities or hn6vMuals. Nott&it the PURCHASERS)oDWm his ova cansOvdloo retas0 Dermas for to wars ded under olds spamen or deals wfto uor¢plstem confnetms, Me PURCHASERS)is busby adNsed thin In the eon ol a dspns.(edger ent and mopsymeA Me PURCNASER(S)Win not be enfold to Mate a Balm Or collinfin from the gummy toad enab lidud by dnpbr 142A,WILL. You the buyer o1 Cancellation mntel Uft transaction st Ee In writing postmarked nine r to d*bt of the third business It o later than midnight of the tollowkEp third Easiness day. o� This WnmOow wwe EranWse bMMLdM owned aim operated by V aidow world of Boston LLC.user Wee tranWs"a"world,me. t>o nor dgn if ewe apace Date ✓ /L _ •Do not emre are eM esnk apses. F/ Owner.Do not alg^a Cron an why Monk Spaces, oaze m.t„or�,s wHte Copy.�,al YOU"Copy•File Pink Copy•Customer wrw,� eesem•n,e The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 = Boston IAA 02114-2017 www naass.gov/dia `workers' Compensation Insurance Affidavit: Bllders/Contlractors/Eleetricians/Plumbers Applicant Information Please Print I,egibi� Name (Business/Organization/Individual): WINDOW WORLD OF BOSTON LLC Address:24 CUMMINGS PARK SUITE 15-A City/State/Zip:WOBURN, MA 01801 Phone#:781-932-4805 Are you an employer? Check the appropriate box: Type of project(required): 1. MR I aitt a employer with 20+ 4. ❑ I am a general contractor and I 5 ' ❑New construction employees (full and/or part-time).* have hired the sub-contractors 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 workingfor me in an capacity. employees and have workers' Y P t3'• 9. ❑ Building addition [No workers' comp. insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] f c. 152, §1(4),and we have no employees. [No workers' 13. Other �r�d o comp. insurance required.] ��'e *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 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:HARTFORD FIRE INSURANCE COMPANY Policy#or Self ins. Lic.#:22WECLJ2635 Expiration Date:01/27/2017 Job Site Address: City/State/Zip:Oar's fort s i` *t/c ma- 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 25A8f-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 a violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for a cove5xa..yerification. I do hereby certify under t pa' and p a 'es of perj that the information provided above is true and correct: Si tore: Date: O — /R Phone#: 781-932 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 Inspector5.Plumbing 1<aespector 6.Other Contact Person: Phone#: WINDO-2 OP ID:win A�Ro CERTIFICATE OF LIABILITY INS DATE01=D"""')INSURANCE 03MI2016 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), AUTHORIZIEiD REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policypes) 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 endorsem s. PRODUCER Senn Dunn-GSO NCOAME: C.Tunoth Ward,CPCU,CIC 3626 N.Elm St NONENa 336-272 7161 Fl N.J.336+346-1397 Greensboro,NC ADDDRES&tward@senndunn.com C.Timothy Ward,,CPC CPCU,CIC MSURLMS AFFORDING COVERAGE NAICL INSURER A:Citi tem Ins Co of America 31534 118 Shaver Street RE INSURED Window World of Boston,LLC INSURER 6.Almeriea Plnancial ee-M 18 Shaver North Wilkesboro,NC 28659 INSURER c:Hartford Fire Insurance Co. 19682 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS I 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. INL SRR TYPE OF INSURANCE 1 POLICY NUMBER Im EFF TPDtJCY EXP LIMAS A X COMMERCIAL GENERAL LIABILITY 04 CLAIMS-MADE OCCUR I IOBS790252707 i EACH O S 1,OD0,0 0410112016 04101t20t7 I PREMISES amur�rce s 500,0 Business Owners I 1 MED DIP(Any one person) I S 5,000; I PERSONAL 8 ADV INJURY S 1,000,00 GEN'L AGGREGATE LIMrrAPPLIESPER: ! t I GENERAL AGGREGATE is 2,000,00 POLICY JECT LOC I PRODUCTS-COMPIOPAGG i S 2,000,0 OTHER I S AvroMo»ELLABffrY VB1W sWGLELIMIT S 1,000,00 X ANY AUTO W68757616 06/t61201ss 06/t6/2016 BODILY INJURY(Per person) is ALL OWNED SCHEDV.ED AUTOS AUTOS I ! BODILY INJURY(Per accideru)I S NON OWNED I HIRED AUTOS I 'AUTOS ! PRO amE1DAMAGE ? I 1 X I UMBRELLA LIAB Ix S A EXCESS LUtB OCCUR EACH OCCURRENCE I S I i 1,000,00 CLAIMS-MADEI IOB6790262707 04.1011201E 10410112017 AGGREGATE s DED RETENTIONS I I ? WORKEiiS COMPEE SATION I ! ! I •r PER I OTH !5 AND EMPLOYERS' ABWTY I STATUTE ER C ANY PROPRIETORIARTNEIVEXECUTIVE YIN ; 22WECU205 :'091271201E 101/27l20t7 !s OFFICER/MEMBER XCLUDED? ❑J N!A EL EACH ACCIDENT 500,00 (Mandatory In NH) I II describe under E EMPLOYEES L DISEASE-EA EMPLOY S 500,00 , DESCRIPTION OF OPERATIONS below EL DISEASE-POUCYuaert s 500,0 I 1 i I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Re narim Schedule,may be attached E more space is regnmed) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE W01 BE DELIVERED IN 1 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR®REPRESENTATIVE I r ©1988-2014 ACORD CORPORATION. All rights reserved. j ACORD 25(2014101) The ACORD name and logo are registered marls of ACORD -wassachusetts Department of Public Safet: Board of Building Regulations and Standards License:CS-072772 JEFF C STEELE - 24 SHERWOOD AVE DANVERS MA 01923 � `a - �i:stion: Commissioner 0410712018 _O_ti';ce of Consumer ARairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration: 166025 Type: Expiration: 4/122018 LLC WINDOW WORLD OF BOSTON,LLC, JEFF STEELE 24 CUMMINGS PARK SUITE 15-A WOBURN.MA 01801 Undersecretary {i I ' License or registration valid for individual use only before the expiration date.If found return to: Office of Consumer Affairs and Busmen Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 .Not valid without signature Assessor's map and lot number .... +< L � ��/— S"7 6. 'O/< . � /�• .,•.., THEJ.o�` ,. Qa Sewage Permit number ................'......;......:........................af�]l Z ID STABLE,.i I'IOUSe number' ... ... .... ........ . ....`..:..... ...... ob V a`e� ✓ ;e 3 YP TOWN OF BARNSTABLE BUILDING INSPECTOR �.........................., APPLICATION FOR PERMIT TO ...... ..�. ` ....�.................. ......................./... .. TYPE OF CONSTRUCTION . .... �,1,/i ��,/.L ..: .7; ,.,%�j��/.l .......LY 1Q/,l/,f�l�.... ...... 0 .� ��9 �' TO THE INSPECTOR OF .BUILDINGS:, The undersigned hereby applies for a permit according to the, following information: Location .:. %1t!1.� i......./, ..........� l��f� .� � .�... .. ................................. Proposed. Use ....................�,. .,�/.. �f'�.X�...... /............................................................................:.......:......,............. Zoning District / ..........................................Fire District .................. .......................................... " Name of Owner .. .v...l.. /�� /�.. ��(;`i ��.��..... .Address ......+ �� ...... . Gl1G�!!1....: :...... .V��L�/ / �. i Name of Builder /f/ .U/��� !C ...�liCv„i / ../................................ ' ....Address ��-..... 1�.C1..........:..... !�. Name of Architect ............. <. ..........................................Address .e! Ilv �...�.................................... . L � f� .........Foundation ......... ..f Number of Rooms ..................... ................................... ............... Exterior .......... ........ �.Y./.f"J�/.......................Roofing ......... ��..: .... ..........Interior ......�1�<.i......:.......................................................... Floors ..........:..%/.....<�A........ .. Z/................................................... d / Heating ...............�v/.........,..f..:........................................Plumbing ............. Fireplace ......................... .. .. v^..................................Approximate Cost ...:.5...� ...a.0..d..:..�...0...................... 1' . j Definitive Plan Approved by Planning Board --_---___-__--____-----------19_------ Area ......................................... Diagram of Lot and Building with Dimensions Fee SUBJECTgQV APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name (..•./..L b.. r Construction Supervisor's License&/.(),� �� ....... . RIZZO, RICHARD A=11-10 i i 7 No G 6. .5 Permit for One...S. Ox ........ ...F.aMily. ...Welli lig............. Location ...17.2..E cur...Lane........................... ..................Mar s.to ns...Mi 1.1s........................ Owner .....R?CkJl r4�.. .Z.7Q........................... 'Type of Construction F.rc- e............................. Plot ............................ Lot ................................. Permit Granted July 11 84 Date of Inspection .........:..........................19 Date Completed :............ .:.19 TOWN OF BARNSTABLE Permit No. -----l6v£i� — ------- �..,�... i Building Inspector cash - - ------- OCCUPANCY PERMIT Bond __-__`_- Issued to R:i caarcl RizzD Address Wiring Inspector C ��� �� Inspection date Plumbing Inspector `��� p`— Inspection date Gas Inspector �) [, Inspection date Engineering Department ,Inspection date Board of Health ,%S .r�+.c i,[�. -% u ,rf Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Building Inspector FROM TOWN OF BARNSTABLE L BUILDING DEPARTMENT Francis Lahteine Town Clerk 367 MAIN STREET HYANNIS, MA 02eM To Phone: 775-1120 L � - SUBJECT: FOLD HERE DATE November 26 M4 MESSAGE Work has been completed under Building Permit #26685 (Richard Rizzo). Please release Bond. SIGNED DATE REPLY SIGNED N87-Rml RECIPIENT: RETAIN WHITE COPY,RETURN PINK COPY PRINTED IN U.S.A.. SENDER: SNAP OUT YELLOW COPY ONLY.SEND WHITE AND PINK COPIES WITH CARBON INTACT. Assessor's�ma" and lot number .. ..../...... ..:........................ SEPTIC SYS�'E 7y- "� O/< . � INS / INSTALLED IN O � Sewage Permit number ........................................................S J� /� ^a/ VV17}i • F� �, S v �/(�C� 1,( i:lt��l���NiI�I�N T TSDLE. ' M. i.House number J V TOWN OF BARNSTABLE - BUILDING INSPECTOR , s APPLICATION FOR PERMIT TO ....:.... ... ::..... .�.. ... ..:. .:. ....: .'C' Z, ....... TYPE OF CONSTRUCTION ............ ./.. ....... .. l. ....... .....................��.."�G�...19.a TO THE INSPECTOR OFBUILDINGS- The undersigned he y 2 pp`Ties for a permit according to the following information: Location ................. ®� .. .... ............... �� . %.� f��, . ' ........................................................................................................... Proposed Use .................... . n �j Zoning District 11 .................Fire District �— �(./ Name of Owner .... .. ..lG., .f /�...�1� .0.......Address ......41..s.....<J..4� d ...S.l. :......C::... �%/ Name of Builder ....1;>IZ:-JI�& :4 .. IVX ..Address C..:....:........�J.�..�1. Name of Architect .............A/�.L..........................................Address ..................................../v /Q..................................... Number of Rooms ...................../........................................Foundation ........�.J�../.... ............................... Exterior ..........��j��� ...✓••......: . . .......................Roofing .......... � ! !•. .......................................... Floors ....... . .. ..£...G?c!:C.X......................................................Interior ......(� I_A)A.! ..................................................... 7 ter Heating ................ ./.`........... ........ ...................................Plumbing ............ ... ..� ................., . Fireplace .............. Approximate Cost ... ....,.................................................. . Definitive Plan Approved by Planning Board -----------_------_-----------19________. Area .......�. .................. Diagram of Lot and Building with Dimensions Fee SUBJECT`` APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Q Name :a......................... s Construction Supervisor's License .......... ........ -R JIZZO, RICHARD ... Permit for One.. S.t.o.rx............ .....a.Sj�ag.je..Eamily n ........ ..... .............. Location .....17.2...5PAK...LMq�........................ Marstons Mills ............................................................................... Owner Richard Rizzo .................................................................. Type of Construction' ..F.r.ame.......................... .................................................................................. Plot .......... ........... Lot ................................ Permit Granted ..... ................19 84 Date of.Inspection ....................................19 Date Completed ........... .....19 07 Z f-Y- MARSTONS MILLS LOT 36 126.25 S85'29 10 W �8� SHED o r II LOT 37 WAKEBY RD IN AREA=20,000± S.F. J / \ s o w N LOCUS ? 62 8' 1 \ j 172 SPUR LANE I I \ LOCUS MAP o I �� / ,o \ N LOCUS INFORMATION N I Q�� O ��Q�OA 1 \ PLAN REF: 272/92 Cj CoPTO' \ TITLE REF: 11012/232 - �. 11k ,Lc 1 \ LOT 48 PARCEL ID: MAP 11 PAR. 10 ZONING: "RF" SETBACKS: 30':FRONT /1.5'::SIDES & REAR ( ^ rrj _ _ - � • 2g0 1 \ FLOOD ZONE: "X" J / _ _ �. COMMUNITY PANEL: 25001C0537J IDATED:07/16/14 I __�' 37.8 \\ CERTIFIED PLOT PLAN 17- `` 32 9' = _-_ _ ° 1 ��\ (FOR PROPOSED ADDITIONS) z � \\ -__ #172 - ° 1 `�\\ LOCATED AT: 172 SPUR LANE �\ \\ '000"o - _ . _ _ �` � 3 1 MARSTONS MILLS, MA. !PREPARED FOR 47.7'� o=_ __ RICHARD & EILEEN so RIZZO — 1 JULY 13, 2016 \ q \ ��N or MASS 4 \`\ 40.9' 39.7'/ f, EDWARD yes A. , % � ST8 IN, /0 ANp'SJ ►� • 5„E 107,34 N86350 MacDougall Surveying g 8c Associates SPUR LANE P. O. Box 2428 GRAPHIC SCALE so Mlashpee, Ma. 026�49 so o �o so PH. (508 419-1086 fax (50'8)419-1087 email: IN FEET ) macdougallsurvey@comcast.net i inch 20 ft. SHEET 1 OF 1 J 1816 NOTES: 24'-I 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS T-5" 4'-10 5'-0" T-4" 3' 5" " & DIMENSIONS IN THE FIELD _ 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER NEW 3'6"x a'o" 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT PLATFORM FIRST FLOOR TO BE 6-10 1/2" ABOVE SUBFLOOR �T RE-USE I I �ft"x 4'9" VV"x 4'9" 40-2"x 4'9" EXIST DOUBLEHUNG DOUBLEHIJNGI DOUBLEHUNG 4.) ALL CONSTRUCTION TO CONFORM TO 780 CNIR MASSACHUSETTS DOOR WINDOW WIND,:4W WINDOW STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 - 5.) 110 MPH EXPOSURE B WIND ZONE A A 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, A3 A3 OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING -3W x 4'9" 3 t x 4'9" DOUBLEHUNG DOUBLEHUNG 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD WINDOW WINDOW 8.) SEE CERTIFIED PLOT PLAN FOR ALL NEW PROPOSED & EXISTING DETAILS FAMILY z � 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF #'x 4,g„ ROOM , "� �"x 4'9" vOUBLEHUNG DOUBLEHUNG ALL SIMPSON COMPONENTS � WINDOW (VAULTED CEILING) ;� WINDOW o 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS ti zo TO BE 3000 PSI Locl DN 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAIL S W/ OWNERS ON THE SITE DOUBLEHUNG ' 36"x 4' " HUNG DURING FRAMING CONSTRUCTION WINDOW ; WINDOW I 12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO — (-,RADE J 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED LL 14.) FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY Q 2' 0" v EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION C>gNL INSTALLER/CONTRACTOR. == t-== $- 15.)ALL HEADERS TO BE 3- 2 x 8's-UNLESS OTHERWISE NOTED ('z�' ¢X �Y4 LYE ■ EXIST. HOUSE _ NAILING SCHEDULE 110 MPH EXPOSUr ,- B WIND ZONE FIRSTFLOOR PLANJOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILTEACH AIL SPACING ROOF FRAMING: — - - - - - - BLOCKING TO RAFTER(TOE NAILED)-- — �------_— _- - 2-8d -- ---- --- --_ _ 2- 10d END LEGEND: RIM BOARD TO RAFTER(END NAILED) 2 16d 3- 16d CH END WALL FRAMING: EXISTING WALLS TOP PLATES AT INTEREC STIONS(FACE NA ILED) — 4 16d 5 16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o c � � CONSTRUCTION TO BE REMOVED HEADER TO HEADER(FACE NAILED) 16d 16d 16"o c ALONG EDGES NEW CONSTRUCTION FLOOR FRAMING: JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 1 " 'n, 4-16d EACH BLOCK IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS LEDGER STRIP TO BEAM OR GIRDER(FACE NAILEV) �-ibl. 4 16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) I 3-8d 3-1od PER JOIST CLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALL'JLATION BAND JOIST TO JOIST (END NAILED) I 4-16d PER JOIST TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2- 16 d 3- 16d PER FOOT - F-ENESTRATION SKYL,IGHI CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL. ROOF SHEATHING: U-FACTOR U-FACTOR R-VALUE R-VALUE R-VA[UE R-VALUE R-VALUE R-VALUE __ -___- - _--___ 0 32 0 60 49 20 30 15/19 10 2 FT OFEP) 0113 WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. _ 8d 10d 6"EDGE/6"FILLU RAFTERS OR TRUSSES SPACED OVER 16"o c 8d 10d 4"EDGE/4"FIELD NOTES: � T GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD 1 R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS S�P T /- Jr 9 GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD 2 15/19 MEANS R=15 CONTINUOUS INSULATED SHEAT!l! 1 ON THE INTERIOR OR EXTERIOR W/STRUCTURALOUTLOOKERS .. OF THE HOME OR R=15 CAVITY INSULATION AT TH. :..- - JOR OF THE BASEMENT WALL GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD 3 REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULAI ENERGY REQUIREMENTS CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS ---- 7"ED6E/10"FIELD WALL SHEATHING: WO D 2U TURAL PANELS (PLYWOOD) — — STUDS SPACED UP TO 24"o.c 8d 1Od 3"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS bJ ---- 3"EDGE/6"FIELD 112"GYPSUM WALLBOARD 5d COOLERS ---- 7"EDGE/10"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 1 od 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD _ -, c& 't-rs r C OT U I T BAY DESIGN, L LC NEW ADDITION/REMODELING �' THE DESIGNER SHALL BE NOTIFIED IF ANY y�" _ ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.? THESE DRAWINGS PRIOR T I START T r,} _ ��P��N h�SgC� �/�7��v �/?� S „U��L� CONSTRUCTION THE BUILDING CONTRACTOR 1/4" — 1 -0"43 BREWSTER ROAD - r - 7w, MAS H P E E ,MA. 02649 R p� MICHELE WILL BE RESPONSIBLE FOR THE CONTENT ZZ O RESIDENCE IN THESE DRAWINGS IF CONSTRUCTION � Cl1DILO � � rW 6�-*+� COMMENCES WITHOUT NOTIFYING THE o S fRl1CTURAL N DESIGNER OF ANY ERRORS OR OMISSIONS P H. (508 274-1166 J THESE DRAWINGS ARE ANY O FOR THE USE DATE : NO :34774 OF THE OWNER NOTED.ANY OTHER USE OF 17 2 SPUR LANE M A R S TO N S MILLS , MA �'�FGTSTEP�O���Q CONSENT TU AL DESIGNER R UNDER PROTECTION WRITTENUIRES I HE 8/2 5/2016 Al FAX (50 ) 539-9402 ASS/ONAL�G ARCHI CONSENT EDESIGNERUNHT UNDER -�' ACT OF 1990 NEW RAKE BOARDS -- -- TO MATCH EXISTING 12 _------- MATCH EXIST. TOP OF PLATE z x — �— w ca - FIRST FLOOR NEW AZEK DECKING& SUBFLOOR RAILINGS �I REAR ELEVATION- 12 EXIST TOP OF PLATE NEW CORNERBOARDS TO _ FJATCH EXISTING Z — NEW SIDING TO X --_— MATCH EXISTING w 0 . Q FIRST FLOOR SUBFLOOK RIGHT ELEVATION ---NEW APSHALT ROOF SHINGLES 12 TO MATCH EXISTING EXIST: NEW FASCIA, FRIEZE&SOFFIT BOARDS TO MATCH EXISTING TOP OF PLATE (9 Z it X w v Q IRST FLOOR SUB FLOOR LEFT ELEVATION- THE DESIGNER SHALL BE NOTIFIED IF ANYERR SIONS ARE FOUND ON SCALE : DRAWING NO. : O C OT U I T BAY. D E S I.O N, L LC NEW ADDITION/REMODELING FOR : CONSTRUCTION.00 OMITHE BUILDING CONTRACTOR 11 1 11 /� (� T (� l THESE DRAWINGS PRIOR TO START OF ?� B1 \E,/`JS I Ei \ ROAD D WILL BE RESPONSIBLE FOR THE CONTENT 1/4 1 �O U V it /1 IN THESE DRAWINGS IF CONSTRUCTION (�/�Q COMMENCES WITHOUT NOTIFYING THE MAS H P E E ,MA. 02649 RIZZO RESIDENCE . DESIGNER OF ANY ERRORS OR OMISSIONS DATE THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508) 2 74-1 �{1 66 OF THE OWNER NOTED.ANY OTHER USE OF w THESE DRAWINGS REQUIRES THE WRITTEN 17 2 _C P U R A N E MARSTON S MILLS , M /\ ARCHITE TU THE DESIGNER UNDER THE RFAX (50 ) 539-9402 v ,/w�` COHSE TOF T E DESIGNER UND RTHEN8/25/2016 O' 24'4 P.T.2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/(2)LEDGERLOK SCREWS 9'0" 15'-0" 16"o.c, W/JOISTS HANGERS 24-0 NEW 10"DIA.CONCRETE SONOTUBES W/24"DIA. BIGFOOT FOOTINGS UNDER- SOLID 2 x$BLOCKING IN THE OUTSIDE NEATH TO 4'0"BELOW GRADE.USE ; TWO RAFTER&CEILING JOIST BAYS SIMPSON ABU66 POST BASE @ 48"o.c.,ALLOW SPACE FOR AIR NEW P.T.2 x 12's 16"o. ATTACH JOISTS 1"0 BEAM FLOW ON THE UNDERSIDE OF ROOF SHEATHING M W/SIMPSON�Hj2 5A TIES oo 3-P.T. 2 x 1IDBEAM ��`� 3-2 x 8 HEADER 3-2 x 8 HEADER — _ — — — / 3K,1J 1J jK,1J 2J 2J K,1J A A A A 3 ; A3 A3 A3 8,0„ 8 0„ 8' 0„ 3 K,1 J o o i uo NEW P.T.2 x 1 's 16"o.c. °0 f ti Lu I 2J 2J Lu Q Q 3 P.T. 2 x 1Q BEAM o b Lu = I I = o o 00 m / io is x x io IY N - c; a0 M 2J m 2J ' w O o �� _. ao - 00 x 3K,1J 1 J 2'-0" UP P.T.2 x 12 LEDGER BOARD SCREWED TO EXIST. SOLID BLOCKING W/(2)LEDGERLOK SCREWS � �� � LT 16"o.c. W/JOISTS HANGERS BASEMENT w F� J FLOOR FRAMING PLAN �T , �+ TYP. ROOF CONST. NEW ROOF To BE 2 x 12 ROOF RAFTERS @ 16"o.c. BUILT OVER EXIST, - 5/8"CDX PLYWOOD ROOF SHEATHING 4 ROOF ASPHALT ROOF SHINGLES -15LB. FELT PAPER / 11"HI-R BATT a.TION @ SLOPED t;'.; i .c kR=38) EXIST( RIDGE BOARD �..... L .. -11"BATT INSULATION _ @!FLAT CEILINGS(R=49) - -- 12 -2 x 12 RIDGE BOARD 2 x 4's @ 16"o.c. MATCH SIMPSON H 2.5A HURRICANE CLIPS EXISTING AT ALL RAFTER ENDS -ICE!WATER SHIELD AT BOTTOM ROOF FRAMING PLAN TO"OF ROOF PROP-A VENT BETWEEN RAFTERS 2 x 8's @ 16"o.c. WIND WASH BARRIERS -ALUMINUM DRIP EDGE NOTES: _ TOP OF PLATE 1.) ALL ROOF RAFTERS TO BE 2 x 12's _-- ---- UNLESS OTHERWISE NOTED 1/2"GYP. BOARD p ON 1 x3STRAPPING TYP.WALL CONST. 2.) USE SIMPSON H2.5A HURRICANE CLIPS 1.2 x 6 STUDS @ 16 @ 16"o.c. I AT ALL RAFTERS ENDS "o.c. NEW � Z 2. 1/2"PLYWOOD SHEATHING 3.) VERIFY GUTTER TYPE/LAYOUT r�� 3.6"(R=20)BATT INSULATION I Wi OWNERS FAMILY m i Y W94vL. 'H w 4. 112"GYPSUM BOARD ROOM = 5.W.C. SHINGLE SIDING U 6. TYVEK VAPOR BARRIER I TYPICAL ASPHALT INSTALL FLASHING UNDER I a 7. BALLOON FRAME GABLE END WALL f �\ ROOF SHINGLES HOUSEWRAP& DECKING AND/OR STRAP ACROSS DOUBLE PLATE �\ AT END GABLE I � 518"CDX PLYWOOD SHEATHING 3/4"T&G PLYWOOD I DECKING 2 x 12 RAFTERS 15#FELT PAPER SUBFLOOR-GLUED&NAILED FIRST FLOOR FASTEN JOISTS TO SUBFLOOR SIMPSON H 2.5 HURRICANE CLIP! BEAMS W!SIMPSON NEW P.T.2 x 10's @ 16"o.c. N WIND WASH �� TO"WIDE ICE/WATER SHIELD H2.5A TIES FLOOR JOISTS BARRIER 3-P.T.2 x 12 BEAM ALUMINUM DRIP EDGE P.T. 2 x 8's @ 16"o.c. FASCIA, SOFFIT,&FRIEZE 1 x 3 STRAPPING W/ BOARDS TO MATCH EXISTING 3/4"P.T.PLYWOOD W/(R30) 1l2"GYPSUM BOARD RIGID INSULATION,SEAL ALL NEW 10"DIA. CONCRETE SONOTUBES JOINTS 9W/24"DIA.BIGFOOT FOOTINGS UNDER- INSTALL PEEL&STICK RUBBER MEMBRANE NEATH TO 4'0"BELOW GRADE.USE BETWEEN LEDGER& SIMPSON ABU66 POST BASE SHEATHING TYP. 2 x 6 WALLS P.T, 2 x 10 LEDGER BOARD SCREWED TO A SECTION NEW FAMILY ROOM SOLID BLOCKING w/(2)LEDGERLOK SCREWS DETAIL AT ROOF_ 16"o.c. W!JOISTS HANGERS A3 - DECK DETAIL- SCALE: 1/2" = V-0" OF h1ASs THE DESIGNER SHALL BE NOTIFIED IF ANY �N Ap ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: `,�Q� N��� yGs�� THESE CONSTRUCTTIION.THE(BUILDING CONTRACTOR 11 1 11 43 BREWSTER ROAD �0°°P� N IN THESEDRAWINGS F CONSTRUCTION 1/4 - 1 -0 MAS 1 I 1 E E MA. 02649 RIZZO RESIDENCE r�F4o , y1?Q COMMENCES WITHOUT NOTIFYING THE ,1 A EGiSZ�P���� THESE DRAWINGS ARE SOLELY OMISSIONS. THE USE P 1 1. (508 274�1 1 66 a OF THE OWNER NOTED.ANY OTHER USE OF DATE . Q 90c SIONP� THESE DRAWINGS REQUIRES THE WRITTEN ] A3 FAX 508 539- 402 I =-1 CONSENT OF THE DESIGNER UNDER THE 8/25/2016 ( > 1_72 _SPUR LANE MARSTO NS MILLS. MA v -- ARCHITECTURAL COPYRIGHT PROTECTION ` ? ACT OF 1990. PLAN VIEW : SCALE : UZ Z o ti ...................................... 14 91 ............................... AIM % /Op 7 0, 45)cv to cy" 4t) 4C4) Cc> -rxle- 7-c:- O^y I-rL.0 4L 00 10, J# .0) 46 4* FR-iNK .4 cam 'v p6t:j;p AL