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0165 HOLLY POINT ROAD
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L ;ors Wit! .F ,,.,,_ .- .,......, ... -. ,, ,. ..;.. ., + ... . ;,.. _ ....5. � „ ,s ,>.:. .• >.. .. � ,.. ,,,::::,?° ;: .. �,.a;k A IPA: .� lot 6 .., ,: �....., , ": to TAN "Kill A ,. ti Town of Barnstable BuRding Post This Card So That it isVisible From the Street Approved Plans"Must be Retained on Job an Card Must be Kept ` Posted Until Final In Has Been Made ��TyTf tY1111 ` . Where a Certificate of Occupancy is Required,such•Building"shall Not be Occupied until a Final Inspection~, as been made 1i ll Jllll�llJliJlll Permit NO. B-20-2012 Applicant Name: William Liimatainen Approvals Date Issued: 07/31/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 01/31/2021 Foundation: Location: 165 HOLLY POINT ROAD,CENTERVILLE Map/Lot: 232-016 _ Zoning District: RD-1 Sheathing: Owner on Record: GAUDREAU,MARK G&STORY,WENDY ill Contractor Name: WILLIAM LIIMATAINEN Framing: 1 Address: 20 BUNGALOW POINT Contractor License: C!§'001414 2 WILBRAHAM, MA 01095 Est. Protect Cost: $8,000.00 Chimney: Description: Replace three mullion windows with fixed flex frame Units for Permit Fee: $40.80 R Insulation: better view. r Fee Paid $40.80 Project Review Req: Date: 7/31/2020 Final: lig, A" Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit6s commenced within six months 0 ,0 0&. icia Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which tF�is permit has been granted. All construction,alterations and changes of use of any building and strpctures.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 Buildingand-Fare Officials are.provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: . J� 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 Low Voltage Rough: 7.Fina l Inspection before Occupancy p Y 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 "Persons contracting 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: ONLy,J Town of Barnstable l + i Wit Q u t y, h � d So That rt<is V�sible�t the.St;eet � roved=.Plain Must ,Retained on Job nd this;Card I�lust;be Ke`t •., ,�nxxsrvu•R, � P�ostYT " oste' ritil Finals ection Has en;MadePer- mit P . Wre he a Ceificate o c . a sRe u�red ,such Bu�ldrn shall N6t be Occu, ie, unto a Final�nspect�on,has been made Permit No. B-17-2912 _ Applicant.Name: todd leduc Approvals. ' Date Issued: ` 08/29/2017._ Current Use: a.. Structure r Permit Type: Building-Insulation-Residential Expiration-Date.:, 02/28/2018 Foundation: ` Location: 165 HOLLY POINT ROAD,CENTERVILLE Map/Lot: 232-016 Zoning District- RD=1. Sheathing: q , Framing: 'i Owner on Record GAUDREAU,MARK G&STORY,WENDYL Contractor Name TODD LEDUC g a Address: 20 BUNGALOW POINT r. _ F Contractor Ucense CSSL-106019 2 WILBRAHAM, MA 01095 Est Project Cost: $4,00000 Chimney: Description: Air sealing and-insulation of attic flat and commo�n3walls Permit Fee: $85.00 Insulation: Project Review Req: Air sealing and insulation of attic flat and common walls. fee Paid` $'85.00 rIF e Dat 8/29/2017 Final Plumbing/Gas r - Rough Plumbing: _ ..... ., BuildingOfficial final Plumbing: This permit shall be deemed abandoned and invalid unless the work auihonzed:by this permit is commenced within six months after issuance. - All work authorized by this permit shall conform to the approved application and the approved construction documents or which this permit has beengrante-d. . Rough Gas.. All construction,alterations and changes of use of any building and structures4shall be in compliance,with the local zoning by Taws anJ codes. ' „ • Final Gas: .p P Y y p public Pe r► ' ire duration of he work until the cll be displayed is laetion of in a he same ion clear) visible from access stieet or�road and shall be maintained open ubl`ic ins crib for the ent Electrical The Certificate of Occupancy will.not be issued until all applicable signatures by the Buildang�an fire Officials are provided;on this permit. Service:; Minimum of Five Call Inspections Required for All Construction WorkLLA 1:Foundation or Footing gRough: 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 v 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy ` -r 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 Town of Barnstable E,�E I PST " 200 Main Street, Hyannis MA 02601 508-862-4038. Application for Building Permit Application No: TB-17-2912 Date Recieved: 8/25/2017 Job Location: 165 HOLLY POINT ROAD,CENTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: TODD LEDUC State Lic. No: CSSL-106019 Address: East Greenwich,Rl 0.2818 Applicant Phone: (401) 965-8578 (Home)Owner's Name: GAUDREAU,MARK G& STORY, Phone: (413)530-3093 WENDY L 1 -t (Home)Owner's Address: 20 BUNGALOW POINT, WILBRAHAM,MA 01095 ZE � { a Work Description: Air sealing and insulation of attic flat and common walls. rrn Total Value Of Work To Be Performed: $4,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans'and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: todd leduc 8/25/2017 (401)965-8578 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $4,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 8/25/2017 $35.00 XXXX-XXXX-XXXX- Credit Card _ 8065 Total Permit Fee Paid: $85.00 8/25/2017 $50.00 X3Coc-XX}IX-XXXX- Credit Card 8065 . c $.,,d?.�.:..,. .....w.»t�to�ea,.Ab�:Y.' '��w�. .... wi.,. ,,,.... 3ur..w:Z nr. ......J. ..e .3w,)•.. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma i Parcel �� TOWN N OF B�YiRINSTABUE. p �r, Application # / Health Division „, - r, Date Issued �/2,qll(o .j 8. 8 Conservation Division Application Fee Planning Dept. �. Permit Fee Date Definitive Plan Approved by Planning Boardi � �o}1' j Historic - OKH _ Preservation/ Hyannis r� ik�L S ,- Project Street Address Ga l b 0,%wA C010 Village ce.wkcv- V kAVe. pp Owner_� � �a yCJttictzU �e.v�rl�� 'S� Address �o �v eukaLt) Telephone I3 S^� 306t j U2 w, f`7 010 Permit Request 12 C AA6 e_ ��� ��� rij Zt a.v,��,. r�p�a c�- �ti`�'� �,3-s Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio ` © O a Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size . Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION---- - -- -- (BUILDER OR HOMEOWNER) 3 Name �V����VIA 1 W1 wci�v�e,� Telephone Number 73 Address License # C S-00 f caq I M �!5 O Home Improvement Contractor# 7 01d Email .LA C� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO � v- SIGNATURE /' DATE 9 1_.v%-C_ /( FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION 'r FIREPLACE ELECTRICAL: ROUGH FINAL 3 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT ASSOCIATION PLAN NO. • a 'down of Bamstable Reguhfir. i tory Services ra RwIm$V.9mV,DweetDr s Bing Dun TOM Perry,laufug Co=mlm aner 200 M2 is Stwt Hgamik,MA 02601 wvPwAmn.barastablema s OM=. 50&962-4038 Fay 509-790-6230 Proper Owner Must Complete and Sign This Section f UsinzABuilder ek J\C_ Ca.`' ,ram"` ,as Ow=cf the subject pmPeny bemby=lLoEm '�t/� ``cti y�/►� `,l�y�l�w C��y�c�/\ to art on mybebA is all mars mkin to work mdmiizd bythis buUding pem i application for. , (A&I=ss ofjob) —T--- rye J ""Pool fences and alarms are tb,e responsl&7 of the applicant fools am not to be filled or used before fence is iusta&d and all final " Ins-pelmons are performed and accepted. S. o"f J�r Signature of App p ptint Dam l A TIm Coaimornreafth cajfMassrrclre Deparhment qfIudus*idAcddmz& OfficeC ago WasUrigtort met Bostoi4 MA 02LIJ Warlmrs' Cumpensafim Iusuramce davit dex s�C". frac6�rsJF1 Asp Tnfn Please Print Epp .Nzrae .ems v►���� ��n ems; Are you an employer?Check the appropriate bay Type of project€req�ed}_ I.❑ I ant a emplrsyer with 4 ❑I am a ge er-d codracbsr and I 6. ❑New oonsfrucfran employees(fall an dibr part-time * haFe]sired tlse s a acta¢s 2. I am a sale prop=ieta€or partner- Fisted o4 the attached Sheet. 7- ❑Rpm deling , sh£p and have no employees These sub-conractars.have 8. ❑Demolition woddng, forma is arty sty easployees andhave wormers' 9_ ❑Building addifim [No svorkeW aamg_insurance cobup.;,�2 1 •• 5-`❑ Wearearorpoadmandifs 16-[:]Electriad repairs orac34dions 3_❑ I aura homeowner doing all words officers have exercised their 1 L❑Fh=biag repairs.or$ddificM myself[No worker'mmg" right of per MO- 12_❑Roafrepais 3�crteawe •required-]i c- ,§1f�and we have no �1Q9em WO • . 13_❑Other comp itu mm mquhm&] •Aay gV5=It 4 cberIs&os ffl PWHC3riUff3=XdCCL Mmamn=vdwsabmAttdaiscedarai theyind=geg as sadden]imaatsidec— Ratmiitanew XTMIMVR in iamagsar7i z^aUtMCJast2Lg cbeClrtbi5 box s3tarbed sa addiniaust sheet glundngtbe-nwrm-oftgsab-camtzcftm3 red state whwher anwttmse aditinhave en4lkgees.lfthe cshaveempIoYae%dLerx 'r-rPM ide•&ea wMin!&U=p PaTikym�trez I am an ernplqFer Mat ispraphung workers'cvUrensa an in=raafcs for away ewp&o ff rbw is tiaepvficy and jab sits IrsS3=e Companp irFame: Policy 4 or Self-irnL ITC- F�piretiaaDade Job ffif)--A&hms= CitylStafe p: Attach a copy of the worktxL e colapeasatioaponcy declaration page(shawmg the policy,number and e=pa-aboa date). Fast=to sedum coverage as required under Section 25A o€MGL t<152 can lead to the imposition of c'Amioal perxahic of a fine up to$1,50D OD anilor one-yearimprisamt2ent Es well as civil peuahies m the fona of a STOP WORK€MERand a ffne of up to$250"Odd a day agaimf the violator" Be achised that a copy of this zWement map be ceded to the Office of Imvestigdtions oftbe DIA.€ar insm:a+ce coverage veafrcab= I do hereby ai der the pains and vawhks o!' et,�a of fWIfia it formadun-praNi&rl abdtre is bus and corm t -Date- 't,e_ Phone lk S�g �� — <e(O'6 O Ogidd usl a nly. Do not avrite in tJds ama be cmmpfetad by c#artoom afrcrrit CRT or Town: Permitl kense f Lssning Aaffi*ritf'(car3e tsae : L Board of$eaItfi.•:z Buffang Department 3.Brown clew.4.Ueata idol Fnspectnr S.Phrmbing EuspecibDr �Other . CaIMact Person: Phone#: M. 1vFm i1.�_ ....(� ...al i. 1 ------- alp. Y.■wYl■•■ .at •• ..■•1• •) •■!�' -_ �'.■t■. • al .!■• ••a .) 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Ana G/ ■Pn1.i? :Ig.1 Ira i,;Nl a g IM3,11 6 9 mull - • ' all :ai ' 9• s � i `■s ' .►; s r .•.. gY. •-9 1 girl I Cable railing by Atlantis @ perimeter Azek decking joists 2 X 8, 12"'oc Existing deck line-� All lumber PT to be removed Ledger lagged to building 3/2 X 12 Girt 2'oc hangers @ ledger Bolted thru posts joists hung to girt m ` w rn Gaudreau Residence N 165 Holly Point N W Centerville, MA Simpson.post base w/5/8" bolt 12" Sonotube w/28" bigfoot 4' below grade min Cable railing by Atlantis @ perimeter Azek decking joists 2 X 8, 12"oc Existing deck line— Ledger lagged to building All lumber PT to be removed 2'oc 3/2X12Girt hangers @ ledger Bolted thru posts joists hung to girt � rn Gaudreau Residence W 165 Holly Point ZA W cn Centerville, MA Simpson post base w/.5/8" bolt 12" Sonotube w/28" bigfoot 4' below grade min, T i 1411 OF BARNSTABLE AM 36'8.00" e�\mete� Cable railing by Atlantis @ perimeter gel 911.001, — 911.001. of deck 911.001, — 9' ---------- ---------- --------- Girt 3/2X12 PT center of girt line 0 1• Girt hung at house m — ---'------------------------------- -—--—--— -—--—--—--—--—--—--— --—--—--—--—--—--—--—- — — existing deck to be removed All tubes 12"Diam with 8'4.19" 28"Diam Bigfoot - Sonotube Plan a'Below Grade o y o Q aXi .625"X 10"bolt in center Gaudreau Residence o Spans,specs from AWC To anchor Simpson 6X6 Post Base iv r in 165 Holly Point Prescriptive Wood Deck Guide DN L6 Centerville, MA CD Joists 2X8 PT 12"oc v Hung to ledger lagged o to building Simpson ties at Girt 42 existing house 46'0.00" 36'8.00" e(`me�e� Cable railing by Atlantis @ perimeter edge of deck �a�da P 911.001, 911.001. 911.001, 9' P —=-------- ine ------ --- 0 ��p, • �� Girt 3l2X12PT center of girt l --------- Girt hung at house existing deck to be removed All tubes 12"Diam with s 8'4.19" 28"Diam Bigfoot - c Sonotube Plan 4'Below Grade O 9 x O .625"X 10"bolt in center � Gaudreau Residence Spans,specs from AWC To anchor Simpson 6X6 Post Base o in 165 Holly Point Prescriptive Wood Deck Guide 04 DN ,L Centerville, MA m co Joists 2X8 PT 12"oc v Hung to ledger lagged o to building Simpson ties at Girt 42" existing house 46'0.00" J e J MITIGATION CALCULATIONS: HARDSCAP �`1 PO'NT ROpD _ PROPOSED: 57 3F 0031E n , 110 (57x4)+(103x3)= 537 SF V REQUIRED MITIGATION 537 SF too.s� PROP.CONC.BLOCK RET. (540 SFt ADDITIONAL MITIGATION PROVIDED) _ tOCV WAIL,Xi HIGH Wequaqueif 8 PAVED 1 OPoVEWAY `�� EXISTING DWELLING - LOCUS MAP SCALE 1'-20DO'i - ASSESSORS MAP 232 PARCEL 16 ^moo' LOCUS IS WITHIN FEMA FLOOD ZONED&C 1,=AOE; f T.B' AS SHOWN ON COMMUNITY PANEL#250001 %�0'1 $• PROP.'AWGIDOCK'OR EW 0005 C DATED 8/19/85NALENT SEASONAL DOCK - PROP.FIE1D570NE '�' �r 1 (4)SECnONS WITH LEGS T,W� - - UNDER PERNOUS PAVER PATIO (1)8'z 4' UNDER DECK EXISTING DWELLING DECKING ELEV.35.6'i PROP.GRAVEL 70.6 • (VARIES DUE TO LAKE BOAT PARKING G}' 0 LEVEL) ZONING SUMMARY ,1 PROP.6'z IV DECK PRE.1P z OVE CONC, STEPS ZONING DISTRICT.RD-1 DISTRICT PROP.PAVER WALKWAY 18'6UNRM. PATIO i PROP.WORK LIMIT UNE.OF ON FULL iNON. a 4 STAKED SILT � Mo. MIN.LOT SIZE 43,580 S.F. ELEV.35.0'HWH WATER • PROPOSED FIRST FLOOR MIN.FRONT SETBACK 30' DECK EXPANSION MIN.SIDE SETBACK 10' ,1' ' n /� •PROP.RET. YIN.REM SETBACK 70' W' y I �� w• WALL(T7,AT PROP.4'WIDE STEPS ON I} VERTICAL DATUM:WEOUAOUET LAKE DATUM y. 1fC EL 45.8Y) GRADE(SOUD STONE OR PRE-CAST CONCRETE) - -- LOCATEDSITE IS EXISTING DWELLING K 4 V o EL 30.G PROTECTION D151RIGT WITHIN MD ZONE INIE •A O 1T43 SF.ADDITIONAL MITIGATION PLMTINW- CONC.PAD TO BE REMOVED al 3& MEAN ANNUAL LOW- OWNER OF RECORD PROP.WORK UNIT LINE OF K STAKED SILT FENCE PROP'FILL INSIDE RET - MARC GAUDREAU&WENDY STORY F WALL 17.Ev.48.NY - 20 BUNGALOW POINT F;' NOTE:DRY PIPE TO BE DRIVEN MIN.S(BOTH PROP.TEE WILBRAHAM.MA 01095 SIDES) (2)5 z 8 �• � 11 3 11 MY PIER LIGHTING SHALL BE DIRECTED DOWNWARD PROPOSED _ � �Y OP,LE 11 PROP. PIER PROFILE wATLER MMI MEAN 1572 S ( ) 5` 1' 1 D' ANNUAL LOW AR A, ,:2 ELEV" AS SET BY DEP i SF. InONAL 0 ncA PLAN z� SITE PLAN PROPOSED PIER WITH TEE OF 'ALUMIDDCK'OR EOUIVNEIIT WEQUACUET LAKE 165 HOLLY POINT ROAD (A GREAT POND) CENTERVILLE NOTE CONSULT MANUFACRIRQYS INSTRUCTIONS FOR OETALS/SPECS PREPARED FOR FOR PROP.SEASONAL ALUMINUM -FOR LANDSCAPE DETAILS,REFER Pam' MARC GAUDREAU TO'LNJDSCAPE&MITIGATION THE GAUDREAU RESIDENCE-BY PHILIP CHENEY.D.7/18/13 JUNE 3, 2013 RFOR To MITI PE ONDErAlLr,ADD DECEMBER 2, 2014 (WALL) y�M-w, REFER GAUDREAU RERD ACE'IONS 13Y 1 eoaan-ceeo na cAUDRuu RESIDENCE'er „w�NOFNj REV. APRIL 29, 2016 (DECK EXPANSION) J ao a,P..com p PHILIP CHENEY.D 5/23/2016 DANNIEL REV. MAY 23, 2016 (CONSERVATION COMMENTS) Y wQ r.Qpt#� Amerig ib OJALA C/v// englneers a No 4096D� land surveyors 1 0+` /r^/ 939 N.m Stn•t(Rte 6A) t•�1c \ t�NO / /�. $GD 0:1'-2D� YARNOUMPORF MA W675 S f / 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA,P.LS. 13-025 ► Massachusetts Department of Public Safety �t Board of Building Regulations and Standards License: CS-001414 Construction Supervisor WILLIAM LIIMATAAEN 541 FLINT STREET g� MARSTONS MILLS M Expiration: Commissioner 1112$/2017 S��a�aas.►apun• .. 90 dW'S1lIW SNOZSi `7Qy 1S 1NI l� 61zS j• N3NIdlbWlll WHIIIIM i1-3OlfClB EINlb'1tiW111iN MIAU �_=-"= uoI d80 9l QZ/£S18====: ;eiidx N :adA.L 060L11' :uoileilsi6a UO13Vd1NO3 1N3W3AO NdWl 3WO aoi1eln2ag ssauisng 1y si1e33v►amnsuoO;o aa330, . aan;eu'o►s Ino n�pgeA ION r . OLIS al► q g ssauls nS-ezel ng pue s.r►e;}�aawno/Iai puno,I3I `alep uo► su Ieri ua:)��. .f uO asn I n p►A►pul jO _ 3 plleA uogeals Construction Supervisor I s of any use groupwhich cRestricted to:Unrestricted oo ucubicfeet(991 cubic meters)of eless than 36,space. etts ie Massachusetts Failure to possess a curruse fotr'reocaton of tState Building Code is caDPSLicensing information visit:Vf"'MASS.G ! t TOWN OF BARNSTABLE BUILDING PERMIT APPI%ICATI(3N Map Parcel C`�7 Application # , O I , v � Health Division ;,'Dade Issued 2 2-3 Conservation Division Application Fee 13CP�( Z5 Planning Dept. t i; Pemit Fey J ti•ALars Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 0ul�'1.4>f, V'lage (T4 fivner Address ,grs A(6A, lephone .q 13`S30 ermit Request-ro 3v i li b A / L/X i e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay f5;P ation :JD.wo Construction Type W00A FRAt f. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes Af No Basement Type: ;N Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _V Nam L!1 ��,I �1�W� "`�k%VV\,c�a%V\"t,V% Telephone Number Ad ss t5q l �'" � �v� '� , License # IclI q Cat J14 O Home Improvement Contractor# ail cow c T v Worker's Compensation # /7 LL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO IGNATURE� ��C�Z DATE 3V'l ate FOR OFFICIAL USE-ONLY APPLICATION# DATE ISSUED r , MAP/PARCEL.NO. Z ADDRESS VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION v FRAME PUN oY 3 b? ll. qllqhLIX- INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ..PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT. ASSOCIATION PLAN NO. 7 .77ze Comu:orrtvealth r�,f Masse chusetts . _ Deparaaeut aflrkdosvialAcciderds R -- f}ffl-ce of1mvs6gada= f., ' 600 Wasliangtoii Street Baston,CIA 02111 tvrvxt�rl�ax�gr>p�ilia - • Tarkersewmatim pensafitm Insurauce Af davik B�de��;antrac-turslElectricianslP'lumhersAPP ' icant Please,Prriat Le.��I citylstatelzig t�c•rt;—A a m� t� P�ia n Are you an employer?Cheep the'appropriati bom 6� - A Type of project(rcquiredjc r 4 I am a general contractor and I I.❑ I am a eaiplayer u7th. ❑ '<6_ New consfrucfion employees(full andlor part-time * liavel2iredtEre sub contractors 2.56- I am a sole prop ne.tar ofpartner- listed on the attached sheet, 7. RP modeling ship.and haze no em 1 ees. These sub-contractors have �P p �' $_-❑Demolition. w -+ng forme iu anp capacity employees and hare wodcers' g. Building addition [NO.%ar>rers' camp.insurance: comp_Msuranlze-$ rewired-] 5. ❑ We are a corporation and its 10 ❑Electrical repairs or additions afticers have,exercised their 3_❑ I am bomeotirner doing all u�orlc - 11_Q Plumbingrepairs or additions ;;mset o v�toikus'comp- rigaf of exemption per MGL n=e ewirEd.)i c.152,§1(4),andwehaveno 17_❑Roafrepairs employees- oworkers' 13_❑Other comp_insurance required-] 'Any appEicmt&istchedabox K Est alm 511outthe sectionbeTawsbosing the¢aro$cas'campenM&apoI Uh3forms6aa_ I Samemaerswho submit dais af$dac*ia,.ffxat n.%they axe dafng stU wcA aa-b then bixe outride contmcmis—. submit a new sfQda-t indicating=CIL fCaateacinrs that rl+xTc this box must attadmd la[sdditinaal sbeet shoscmg tbe'xueae of the sub--cantsct*m and write whether or not those ea itks ham emp3ayee;. Ifthesnb-contmctomb2 a employees,titey=L,;tgrovd&their-workers'•camp.pa a number_ I ant an ernplapRr that is pnwNing warkers'cornpem than inmirance,for my encpla:tTL- $atory iv ithe poUcy rtrzd jola�c� irtformaton Insurance Company Name: RoRcy 44,or Self-in-S.lie_11LE�piratioaDate:, _ Jab Site Address City/State/Ew: f Attach a copy of the workers'comprnsatiortpol€cy"dec?aration page(showing the policy number and aspiration Safe).- Failure to secure coverage as required.under Section 25A of MM c-152 can lead to the imposition of r rirnina1 penald-s of a fine up to,$1,50D:00 on anNor e yearimprisonment,as well as civil penalties in the form of a STOP W(3RIK ORDERand a free Of up to O-00 a day against the violator.•Be adiised that a copy of this statement maybe fonvarded fo the Office of 1mvestrzationc ofthe DIA for insurance coverage v,redficaticn- T dfo her.Rtxy-Z atc r the paints ar �tahfies of arjur�'thatffte informagmipro irlt'd a€mw is bars and correct Date 3 OALmz /- a„�aL uss ar�I�: ,Do not o-vrifa Fr<t fFirs axes,to be rn-rrrpTeted o�city+artorrn a�rciQL City or Town PernatUcense# teen;g A.uiir ar€y(Circle One): L Board of Health 2.Building Department 3.CitylTown,Clerk 4:Electrical Inspector S.Plumbing Fnspecter 6.Other Confact Person: Ph-one#: Laformation and lastracfiwas Massach=ctls Geam-al Laws chap=152 requires all employers'to provide workers'compmsE ion fur fhea employees. pnImIm3tto this sty,an e7rg7&yr=is defined as_¢.c=yp=san in file service of another under airy contract ofhire, express or implied oral,or vniftmL.n An.�Lvy�is defined as"an indiviffiA partamship,association,corporation or other legal e�y, or any two or more of the foregoing engaged in joint=terprise,aad nclndmg the legal sepresentaiives of a deceased employer,or the receiver or trustee of an individual,par�ership,association or ofhe r Iegal e ntity,employing API°veer. HoWeYer the owner of a dwelling bonne having not more than Three apart mail and who resides tbereiiu,or The occ¢pant of - dwelli g house of another who employs persons to do mafi ce,construction or repair work on such dwelling house or on the grounds or bMIdmg app therefo sballnotbecanse of such employment be deemed in bean eimployer" MGL chapter 152,§25C(b)also states tjlat"everystate or local Hce is agency shall wifihhold flie i=ance ar. renewal of a license or permit to operate a business or to construct biuldiags in the commanwealtTi for any applicant Who has not produced acceptable eyidenca of compliance with the m cyan ce.coverage required_ ' AddiL.onally,MC L chapter 152, §25do sfaiu s aldeithes the commonwealth nor nay ofii�political subdivisions shall enter firto any contract for the performance;ofpnblic wouic`u:atI acceptable evidence of compliance with the insuran cc. >; t t to iiie conirac a�horty. " r c irr ave b en ented �g •ems of thL ..� F� .. ...m �P - Applicants Phase fill oaf The wol3�ers'compensation affidavit completely,by chug i`heboxes$at apply to your situation and,if s , address(es)and phone n�ber(s) along v7ith their cmt fa e(s)of necessary,supply sob-contractor{)name{s) ' in crrr.�ncr- L�itrd Liability Companies(LLC)or Limited Liabu7ify Parfinexshrps(LLP)vrith no employees other than tb e members or partners,are not v-,�to taffy wor3cers' compensation ms mute. If an LLC or LLP does haye r Io ees a olic is Be adyisedtbati is afhdayitmaybe sobmY�dto the DeparLoamt of Industrial nip Y P Y Accidents fbr confirmation of im'r name coverage." Also be sure to Stu and date-the afldavt. The affidavit should be-ret:jme-d to-Le city or lawn that the application for the pe=it or license is being regatst�;(,not the Department of jn ,t-i aT Accideats. Sf ould you have aay questions regarding tfie law or ifyou are requited to obtain a workers' compensation policy,please call the Department at the n.=bea listed below. Self-iD- e c°mPanies should enter their self-h sm-- ,ce license number.on the appmpi ia' Ime. " City ar Town Officials . Please be see that tho affidavit is complete and pri�rd legibly. The Department has provided a space h the bottom of the affidavit for you to fill out in the event the Office ofluvestigations has to can actyonregardng the aPPtic�t P leas e b e sure to EU is the pr-n t icense number which will be used as a reference n=b es. In addition,,as applicant fjsat must submit mu hl PIe p=Wlicanse applications in any given.year,need only submit one affidavit indicating current p olicy i fb=ation(if neceszary)and under`Job Site Ad Tess'the applicant should write"all locations in (ciy or town) 'A copy of the-affidavit that has bma officially stamped or marked by t3>_e city or town may b e provided to the applicant as proof that a valid affidavit iS on file for from: peuniis or licen ses'A new affidavit must be fiIled out each yew�lfiere ahome owner.or cif-eats obtaiIImg'a license or pnTit not zelatedto anybnsiness or commercial ventrue. (ie_ a dog licenseorpermitinbuntleaves ei,-)-saidpe2sonis1�IOTrequiied'tn co>rquIete"Ibisaffidavit , The O$tce ofInvesligatinns wouldlake to fhank you is a&ance for your coopetaiion and should you.have any questions, please do not hesrEatc to give us a cal The I}epartmeufs add;telephone and fax number- The fja�artWVdj i�of Massachn 3 . Degartintt ofIidudiialAoeiden office of jvegdntio Tf,-1.4 617— -4}00 cxt 406 w 1-.977-MA-SSAFq Fax 9-617 727 7M Revised 4-24-07 � AWE& AHIC Guide to [Food Comstruc*rl in High Kl-ind Areas: 110 nrph fflind Zone Massacliuse-is Checklist for Compliance aso cIMR53Of.2.1:I}! Loadbearing Wall Connections ..� Dial (no,of 16d common nails):__..... ....._...__......(fables TJ ......_ _...... ......_. F .;-- Non4madbearing Wall Connections Lateral(no.of 16d common nails} ___..(fable 8)._.....:__ Load Bearing Wall Openings(record largest opening but check.all openings for comptiance Table 9) Header Spans ....._..............__.__-•-- ......._ .(Table 9).............. .... ft_m.<1 i' Sill Plate Spans ..._ ...._..__..__.,_ _,.,._,(Table 9)....._.:_.._................•..f4Lft=in.511' . Fun Height Studs (no.of"studs)__.....:.-_-_-.---.....:-_.....(Table 9)..........._..._,._..... ....._....._....._.._..� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.'.. 9)_,__.......:_...._._...._._.__.V_!n.s 12'Sill Plate Spans---•.---_-_--. --•--•-•=-•------•-•••-..------.(fable 9)--------_:..._._............. in.5 O 2' Full Height Studs(no.of studs)..._....._......._._...........(Table 9)•--••--•......:..................----••----•--:--•-- -Eiderior Wall Sheathing to.Resist Uplift and Shear Simultaneously4. 'Minimum Buj ing Dimension,W Nominal Height of TallestOpeningZ ......................._...... ......... .....:...:.:` _..a_:.. �•f�5'6`8' . : Sheathing Type........ ' ...:(note 4);.*.-1................... .. oZ» Edge Nail S akin able 10 or note 4 if S in. Field Nail Spacing.-, able 1 D in. Shear Connection(no.of 16d common nails)(fable 10)._.. ___----__------.................................. . Percent Full-Her ht Sheathing '._ able 10 ° 5%Additional Sheathing for Wall with Opening>6'B"•(Design Concepts)................... Maximum Building Dimension,L Nominal Height of Tallest OpeningZ.......................................................................dg_<6V Sheathing Type........................... ......--......(note 4)......................-............. - - -- - �+� Edge Nail Spacing..._........._._.... ..___.___(fable 11 or note 4 if less)..- Field ..:.:.-_:_..: in. NaD 5 akin ---.:..._..:_:_. able 11 in. Shear Connedion(no,of 16d common nails)(fable 11) . . Percent Full-Height 5heatiiing..__.__ :.:.__:(Fable' _.-_......_ .._. ,_�...___ Yo- ::.� 5%Additional Sheathing for Wall with'Opening>BW(Design Concepts)_-------- Wall Cladding Rated for Wind ...........:.._..........._...... , 5.1 }ZOOFS Roof framing member spans checked?..........:..._._.....(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang :._.-__•-:-•..............._.__:_..._........__:.(Figure 19)•-_-----_- $s smaller of 2 or LI3 ,. Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 'Q Upti t..-•----•---••---..._._.. (Table 12)...._ U= if Lateral .. able 1Z 1�_zL- if Shear. ' _..._. ... ' __........(Table 12).._._ _......._.. _.' '�5= plf -. _....... .... ...... Ridge Scrap Connections,if cellar ties,not used,per page 21... (Table 13) g._. T= ptf' Gable Rake Oudooker ._.(Figure 20 ............... IA ft_smaller of 2 or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls' , Proprietary Connectors .x, .... able 14 . . Uplift__...._..:...._... '.....---• (T ).........._........-------�.�.::�U- lb. • . Lateral(no.of 16d common nags)-.(Table 14)....................................._L= . lb. Roof Sheathing Type (per 780 CMR Chapters 5 a 59) ....._... . Roof Sheathing Thidmess................._-- __.... ............ �$.._ in.>_t/16'WSP Roof Sheathing Fastening--......_.....__._._ _ ... .(Table 2)__. ......._. ..... _ _........_.. _. �2 Notes: _. . , •1. • This dieddist 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. 2b Gage Straps per Figure 11 - { m Uplift Straps per Figure 14 - s d. All Straps per Figure 17 e. 'Comer'Shed Hold Downs per Figure 1 Ba and Figure 18b 2 Exception:Opening heights of up io 8 ft.shall be permitted when 5%is added to the percent fu-height sheathing requirements shown in Tables 10 and i1., . 3, The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade; AWC-Guide to Wood Construcdon in HI-1 �ndflreas:lZO tnpb TYrndZone Alassachuseits Checklist for Compliance(no ch4Rs301_.i.l)' - chcic . i Compliance 1.1 SCOPE - Wind Speed(3-sec.gust)._......._......_.........._._...__.......__ ...._._._..._._..__.............. ....110 MgIL Wind Exposure Category...._..........._.__._..._....__._.._._._................_.........._..... ---..... ..._- � Wind Exposure Category................Engineering Required For Entire Project-.......................................� 12 APPLICABiuty Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story) stones 5 2 stories Roof Pitch..-.....__.._..---•-...: 12-12 _.....•-•••--•........--_..._..._...._(F9 2) ..---.._....-•--------------••--•-•--__-�;La :5 Mean Roof Height•-..........._........_.................-........:.......(Fig 2)----_-••--•-•----- -.....-- ._ ._._JA ft :9*33' f 1580, Binding Width,W........- --._......._..............._.._.. =.....:..:..(Fig 3)-.._....-._.._...................... - Building Lengtfr,L• .:................................_..........--:..........(Fg 3)-._.............:--__-•-•------•-----•-•-_-:- 0 ft 80 Building Aspect Ratio(LNJ) ....................••-•--.._........_........(Fig 4)...____----...............------- = :/. <3:1 Nominal Height of Tallest Opening2. .......................__"___.(Fg 4).............._............................. C 5 6'l3' 1.3 FRAMING CONNECTIONS Gerieral compliance with framirig o6nnections....._............(Table 2)........................................._.._....._....._.. 2"1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Con[Tdt............................•......._...................._......._......._....................._.......... .....:---._......._. ConsMasonry...._.. ----.__..--- - ._...-••--._...-••-.._......-••••-•-...-..............-••--=............... 2.2 ANCHORAGE TO FOUNDATION" . 5_/8*Anchor Boltsvimbedded or M"Proprietary Mechanical Anchors as an alternative in concrete onty p, Bolt Spacing-general.................................___.(fable 4)........ ..._.....-_-.r"- _'�+ in. Bolt Spacing from end(omt of plate.._......._...__.__...(Fig 5)....___.._.__....__ .........1 ! �'�in.-<6'-12'. Bolt Embedment-concrete.__......_....__...__.._:__.......(Fig 5).................... _---_--_.�''in..z 7' Bolt Embedment-masonry................;......_-...:.......(Fig 5)-......_-t..................... in.z 15' PlateWasher................._._._..._..____..__._._.:._..(Fg 5). "_-_____.._._._.___-_-... >3'x 3'x'/' - 3.1 FLOORS Floorframing member spans checked ...__..............._...._.(per T8D CMR Chapter 55)........._.............. ._._ Maximum Floor Opening Qimenslon.................... .(Fg 6)....._......__... �ft512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.................................... Mkdmum Floor Joist Setbacks Supporting L oadbearing Watrs or Shea►wall..._.........(Fig 7).................._............. ................ ft d Maximum Cantilevered Floor Joists Supporting L-oadbearing Walls-or Shearwall..._...._...._(Fig 8).....................................___..........� -<ft d FloorBracing at Fsdwalls.........._.............:.= .........._.....__(Fig 9)-•----_____-__.-,-•-----....... _..._ ..._. ,- -=`Root Sheathing Type (p F )--•-- - -- . er 780 CMR Cha ter.55 . ..�..:!�_._.�...... Floor Sheathing Thickness.........._._..........._-...._...._:.._(per 7aO CMR Chapter 55)................._�.'" e in. Floor Sheathing Fasfetfrng_............_.._...._...................... .(Table 2)__d nails at in ed e! in field 4.1 WALLS r� Wall Height L.oadbearing walls. ._.,_......-.._.._..................-_. .(Fig 10 and Table 5)...... ft 510' Non-L oadbearing v�raQs.._ _.._..--•_----......:...... _(Fig 10 and Table 5).__..__--...........���t'S 2D' Wall Stud Sparing ............................. ..............Fig 10 and Table 5)_____........... J6 In S 24'n"c. Wall Sbory Offsets ...__.........._...(Fgs 7&8)_....._------------------_-...____ `d 4-2 DCTERI OR•WALLS' Wood Studs Loadbearingwalls.__....__.............._........_._.:_..:._(Table )...__._........._..___.2ac - .ft in. Non-L Dadbeadng walls..-___........:__..___..._._._._.:(i'able 5)._..._...:,.........._._..�c_-_ft_In. Gable End Wall Bracing' Full Height Endwall (Fig 10)_._.._.............._:.-_.........._...._..;_:..._ - WSP-Amc Floor Length --:Fig 11)- 'Gypsum Ceiiing length(rf WSP not used) Fig 11)...__._..._._...�._..........�_.., ft>_0.9W _ and 2 x4 Continuous Lateral Brace @ 5 M mm_Fig I)....:.........................._._..__._____-- . or 1 x 3 ceJTirg_fUr ing strips @ 16'spacing min.with 2 x 4 blocking @ 4,ft.spacing in end Joist or truss bays Double Top Plafe Splice Length _(Fig 13 and Table 6).____.........__._ �!��`' ft - Splice Connection(no.of 15d common nalls)_....__....(fable 6)_._._.._.._.....__._........_._._..._.._ 1�' I 1 AWC Guide to Wood Corutruction in Hi,;tr Nlndf(r•eat I10 ntptr 1Yrr7dZone Massachusetts Checklist for. Compliance(7so CK11530t?J_I)' 4. a. From Tables 10 and 11 and location of wall sheathing and Buildmg Aspect Ratio,determine Percent Full-Height Sheathing and Mail Spacing requirements ' b.. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: I. . Panels shall be Installed With strength axis parallel to studs. I All horizontal joints shall occur over and be nailed to framing. 111. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top.Member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of ed . staggered at 3 inches.on center per figures below:Vertical and Horimntal Nailrng for Panel Attachment 5. Glazing protection:a)new house orhorizontataddition—required if project Is 1 mile or closer to shore(generally,south of Rte.28 or.north.of.Rte.6), _ -gib)vertical addition=notregufred`unless there is extenslve renovation to the first'fioo_r c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood-Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the Americdn Wood Council (AWC)website. . 1kFt�rTHIS F FFE=oN FPUW=EMEad NAILS •J�T6�c tl ' r II It•O • 7 st I r-. -• �• � i 11 r r we '� m n ri r 1 ( ' v Ir r a 1 1 • . d C ' '1. , lu rl rl r t i -�I I'Q �I iI 1 FAAMM 13 u I ®FEL[TFLCC� !1 LI 1 1 [[tt • ,. 11 rall (Q] 11! 1 I r { 1 If 1 aoU rE ST RRIMED(%Z Lr l]D[JEIIENAILIDGES?ACt9G bETAL ' See Detail on Next Page . • VerUc f and Horrzontal Naiing Detall • for,Panel Attachment Verfiaal and Horizontal Nailing for Panel Attachment z�r Town of Barnstable y Regulatory Services { VASS Richard V.Sc4 Diredor i6.5 ► " Building Division Tom Perry,Building Commissioner 200 Main Sheet,Hyannis,MA 02601 www.townbarnstable.ma.us w Office: 508-862-4038 Fax; 508-790-6230 . F�t Property Owner Must Complete and Sign This Section 'If Us ing A Builder - s� ' s as Owner of the subject property herebyawhoaze (•U i' ! r'Ar✓I L i r`M A-r A l i` � to act on.my behalf, { in all matters relative to work authorized bythis building permit application for. (Address of Job) .r ar a Pool fences and alarms are the responsibility of the applicant. Pools, ` are not to be filled or utilized before fence is installed and all find inspections_are performed and accepted. L IZI f"0 Signature of Applicant Print Name Print Name_ -37 J Date ; QFORMS.O WKERPERIMSIOIeOOLS f Town of Barnstable ' r; Regdatory Services �-WE r, Richard V.Sca%Director Buiidi ng Division t � , t �,ai •�*_ Tom Perry,Bullding Commissioner MASS 200 Main Sfr=4 Hyannis,MA 02601. $'OTEn N www town barnsfable.ma._us Office: 508-962-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION •Plerso Print ATE: OB LOCATIOR- nnmber ONIEOYJI�: name bome phone# wodc phone fr 7 7 MAff-WGADDRFSS: city/fawn site up code The current exemption for`homeowners"was extended to include owner-occupied dwellines of six units or less and to allow homeowners to engage an individual for hire who does notpossess a license,provided thatthe owner acts as supervisor. DEFIN TLON 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 die Budding Official,that he/she shall be responsible for all such work performed Wider the building hermit (Section 109.1.1) The undersigned`,`homeowner"assumes responsibility.for compliance with the State Building Code and other applicable codes, bylaws,vales and regnIa dons_ - The undersigned`-`homeowner"certifies that he/she understands the Town of B arnstable Budding Department:IniniTn n inspection procedures and requirements and that he/she will comply with said procedures and requirements. ignainm ofAomcowna Ap-p=al ofBnUdingOfcial Note: 'rnree-family dwellings containing 35,000 cubic feet or larger—Abe regniredto comply writhe Stag°u.riiding Code Section W.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing Work for which a bu Rding permit is required shall be exempt from the provisions of this section(Section 109_11-Licensing of consfrnction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such.Homeowner shall act as sup ervisor." 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 responsibffities,many communities requ dre,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 cnrrentty used by several towns. You may care t amend and adopt such a formleertffication for use in your community. Q:\WpFII ES\FORMS�b ZcTmg p=mit5=%E TMS.doe Revised 061313 i Massachusetts Department of Public Safety t Board of Building Regulations and Standards License: CS-001414 -Construction Supervisor WILLIAM LIIMATAINEN 'r 541 FLINT STREETp2t4' , MARSTONS MILLS M Expiration: 1 Co`mmissioner 11129/aU17 idul use only •eturn to >"; ". _ ..,.,- � ..,.; less Red p� Uhe,�poay�r�2oa2tuetclG�o��/UGuJaac�2uJeL>. Office of Consumer Affairs&Business Regulation' OME IMPROVEMENT CONTRACTOR e&tration =1.17090.. Type: xpiration 8/23V- 16 DBA' WILLIAM LIIMATAINEN BUILDER s ' WILLIAM _LIIMATAINEN t 541 FLINT ST = 4 o 4 ' =M£,PSQNS MILLS,MP.02648 - Undersecretary ' n __------Licepse or re beforegistration valid 0ff� the erPiration dat for individul use y of C°nsu►ner AffairsIf found only 10 Park plaza-Suite 517 return t°, -, Boston MA 02,116 O and Business-Re/ y �\ Not valid w out sign ature r a I I PpIN'f RpAp I g Np�t.Y 6 a 51.40 1D05� PROP.CONC.BLOCK RET. [ocu T 51.20 WALL.2'3 HIGH 5259 wegeaquet 5, y _ y ly c2.'2 .AT _ PAVID DRIVEWAY EKISRNG DWEUJNG LOCUS.MAP SCALE 1"=2000't . ASSESSORS MAP 232 PARCEL 16 ' s5.33 �i PROP. LOCUS IS WITHIN FEM OD A FLOW ZONE B C - �1CA8q�� dEF T.s c, � AS SHOWN ON COMMUNITY PANEL 0250001 0005 C DATED 8/19/85 \(4) OCN' WI H LEGS ENf SEASONAL DOCKKONS WITH LEGS I PROP.PERWOUS PAVER PATIO (4)8'x 4' 1 0 UNDER DECK�'a'�` 00STING DWELLING DECKING ELEV.35.5'4 PROP.GRAVEL. (VARIES DUE TO LAKE BOAT PARKING LEVEL) ZONING SUMMARY AREA A 0OVE CONC. .e40 PROP.B'x 10'DECK PROP.PAVER WALKWAY 18 PROP'14 PA STEPS - ZOMNG DISTRICT:RD-1 DISTRICT SUNRM. PROP.WORK UNIT LINE OF ONW N STAKED SILT FENCE 35.0' ELEV.35.0'HIGH WATER' MIN.LOT SIZE 43.590 S.F. GU.92 f 4 I EXIST.FIRST FLOOR DECK } KMIN.FRONT SETBACK 3 N.SIDE SETBACK 10O NET. ' `n- A MIN.REAR SETBACK 10' y WALL(T.W.AT PROP.4'WIDE STEPS ON } 6,7 EL.45.6T) GRADE(SOUR STONE OR _ ___ __ ___ VERTICAL DATUM:WEOUAGUET LAKE DATUM Y PRE-CAST CONCRETE) ENSTING DwEl1JNG qN pp- SITE IS LOCATED WITHIN ESTUARINE EL 30.0' PROTECTION DISTRICT AND ZONE II 39.02 -39 CONC.PAD TO 62.50 43 BE REMOVED ' ]3.5'MEAN ANNUAL LGW - OWNER OF RECORD PROP.WORK UNIT LANE OF STAYED SILT FENCE PROP.FILL INSIDE RET' / MARC GAUDREAU&WENDY STORY WALL ELEV.45.0• - y , . NOTE DRY PIPE TO BE 20 BUNGALOW POINT DRIVEN MIN.3' 3i-� (BOTH PROP,TEE WILERAHAM,MA 01095 ODES) (2)6x e' } /N3'?6111 ANY PIER LL SHALL BE 3T DIRECTED DOWNWAV44WA RD PROPOSED Hf"L �.LEG / PROP. PIER PROFILE -NOW:HIGH MEAN �A - 1 � ` /(lYP) 34 1" = 10' ANNUAL LOW . SF O.G9 1 AS SET BY DE 7 EL DEP v x / /X3y[8X3 i %.T1 aV PROPOSED PIER WITH TEE'ALUMIDOC SITE PLAN ��/ PROPOSED P OR WITH EQU TEE x30.5 WEQUAQUET LAKE OF (A GREAT POND) NOTE CONSULT MANUFACTURER'S 165 HOLLY POINT ROAD INSTRUCTIONS FOR AL AILIMINUMS CENTERVILLE FOR PROP.SEASONAL ALUMINUM ' PIER -FOR LANDSCAPE DETAILS,REFER TO•LANDSCAPE h MITIGATION PREPARED FOR THE GAUDREAU RESIDENCE BY PHIUP CHENEY,0.7/18/13 MARC GAUDREAU 11 SOB-382_4511 �yJN OF MAS�s Mfy ';. rrca W2 map �� DANIEL �•@P.:d)6LA. JUNE 3, 2013 doWO eepe en;VATO in1,ioe. civil engineers u�,NO "!°•I -P ' land surveyors �11 rq a o`'p N 9J9 Moln Scale:sv�r C Rm 6A) �. Y=20' ARNOVTMPORT MA O 7B DATE DANIEL A. OJALA,P.L.S. 0 10 20 30 40 50 FEET 13-WB 1 TOWN OF BARNSTABLE Building 20150822-5-: BARNSTABLE, * Issue Date: 12/23/15 Permit y MASS s 1639. A� Applicant: LIIMATAINEN,WILLIAM ' " :'+a. Permit Number: B 20153764 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/21/16 Location 165 HOLLY POINT ROAD Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 232016 Permit Fee$ 153.00 Contractor LIIMATAINEN,WILLIAM Village CENTERVILLE App Fee$ 50.00 License Num 001414 Est Construction Cost$ 30,000 Remarks APPROVED PLANS ST BE RETAINED ON JOB AND BUILD A 14X 16 ADD], ROOM THIS CARD MUS BE KEPT POSTED UNTIL FINAL THREE SEASO OM -INSPECTION S BEEN MADE. WHERE A CERTIFIC �E OF OCCUPANCY,IS REQUIRED,SUCH Owner on R ord: HOLDEN,DOROTHY R BUILDI SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 342 INSP TION HAS BEEN MADLt EAST BRIDGEWATER,MA 02333 Applicati n Entered by: JL Building Permit Issued By: THIS PERM] CONY RIGHT ANY STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF,EIT ORARILYO E N ..`ENCROAC MENT$ON PUBLIC PROPERTY,NO SPECIFICALL PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVEDBY THE JURISDICTION; STREET R ALLEY GRADES A WELL AS'DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FRO E DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF-.THIS PERMIT DOES NOT RELEA THE APPLICANT FROM THE CONDITIONS OF,ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FO/AR NSTRUCTION ORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THREL BEFO FIRST FLUE LINING IS INSTALLED. 4.,WIRING&PLUMBING INSPECTIONS TO BE COMPLER TO F ME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRACTEO ).6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE RER ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTPPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOIDSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED .PERSONS CONTRACTING WITH UNREGISTERED CTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). AX 6 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health �tNE TOWN OF BARNSTABLE Building 201508225 "BA>a1v5rAs>�, Issue Date: 12/23/15, Permit y MASS. �pr16 3 A�� Applicant: LIIMATAINEN,WILLIAM Permit Number: B 20153764 Proposed Use: SINGLE FAMILY HOME Expiration-Date: 06/21/16 Location 165 HOLLY POINT ROAD Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 232016 Permit Fee$ 153.00 Contractor LIIMATAINEN,WILLIAM Village CENTERVILLE App Fee.$ 50.00 License Num 001414 Est Construction Cost$ 30,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND+ BUILD A 14X 16 ADDITION ON BACK OF HOME SUNROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL LTHREE SEASON ROOM INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GAUDREAU,MARK G&STORY,WENDY L BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 20 BUNGALOW POINT INSPECTION HAS BEEN MADE.` - WILBRAHAM,MA 01095 Application Entered by: JL Building Permit Issued By: rl THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,.ALLEY.OR SIDEWALK OR ANY PART THEREOF,EITHER T .ORARILY E NE LY 'ENCROACHMENTS ON PUBLICTROPERTYNO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.:STREET OR ALLEY GRADES:AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THISPERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION ` RESTRICTIONS.. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION ` 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). , 6.INSULATION. 7.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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS' 2 2. 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\131301 Dry 12 spans I No cantilevers 1 0/12 slope February 24,2016 16:12:44 BC CALC®Design Report Build 4516 File Name: BC CALC Project Job Name: Gaudreau Description:ridge beam Address: 165 Holly Point Rd Specifier: City, State,Zip:Centerville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 12 I1111111111111111111111111111111111 � y � at Ak 14-00-00 Ak 07-00-00 Ak BO 131 B2 Total of Horizontal Design Spans=21-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind . Roof Live BO 745/0 1,391 /0 B1 1,707/0 3,136/0 B2 0/150 0/439 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type . Ref. Start End 100% 90% 115% 160% 125% 1 roof Unf.Area(lb/ft^2) L 00-00-00 14-00-00 15 30 08-00-00 2 valley Trapezoidal(ib/ft) L 14-00-00 120 240 n/a 21-00-00 0 0 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 6,172 ft-lbs 38.5% 115% 7 05-08-13 Neg. Moment -6,449 ft-Ibs 40.2% 115% 9 14-00-00 Neg. Moment -6,449 ft-Ibs 40.2% 115% 9 14-00-00 End Shear 1,817 Ibs 25% 115% 7 00-10-06 Cont.Shear 2,702 Ibs 37.2% 115% 9 13-00-12 Uplift -589lbs n/a 115% 7 21-00-00 Total Load Defl. U448(0.375") 40.2% n/a 7 06-04-03 Live Load Defl. U684(0.246") 35.1% n/a 10 06-04-03 Total Neg. Deft U999(-0.055') 1 n/a n/a 7 16-10-01. Max Defl. 0.375" 37.5% n/a 7 06-04-03 Span/Depth 17.7 n/a n/a 0 00-00-00 Cautions Uplift of-589 Ibs found at span 2- Right. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 �BolseCascade Double 1-3/4" x 9-1/2 ' VERSA-LAM®2.0 3100 SP Roof Beam\11601 Dry 2 spans No cantilevers 1 0/12 slope February 24,2016 16:12:44 BC CALL®Design Report Build 4516 File Name: BC CALC Project Job Name: Gaudreau Description: ridge beam Address: 165 Holly Point Rd Specifier:. City, State,Zip:Centerville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Entered/Displayed Horizontal Span Length(s)=Clear Span+,1/2 min.end bearing+ Disclosure 1/2 intermediate bearing Completeness and accuracy of input must Design meets Code minimum (U180)Total load deflection criteria. be verified by anyone who would rely on Design meets Code minimum (U240) Live load deflection criteria. output as evidence of suitability for Design meets arbitrary(1") Maximum total load deflection criteria. particular application.Output here basedon building code-accepted design Minimum bearing length for BO is 1-1/2". properties and analysis methods. Minimum bearing length for B1 is 1-7/8". Installation of Boise Cascade engineered Minimum bearing length for B2 is 1-1/2". wood products must be in accordance with current Installation Guide and applicable Calculations assume Member is Fully Braced. building codes.To obtain Installation Guide Design based on Dry Service Condition. or ask questions,please call Deflections less than 1/8"were ignored in the results. (800)232-0788 before installation. BC CALC@,BC FRAMER®,AJS- Connection Diagram ALLJOIST@,BC RIM BOARD-,BCI@, �j b d BOISE GLULAM- SIMPLE FRAMING a SYSTEM®,VERSA-LAM@,VERSA-RIM a PLUS@,VERSA-RIM@, c VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. a a minimum=2 c=2-3/4" b minimum=3" d=24" Calculated Side Load=360.0 lb/ft Connectors are: 16d Common Nails 1 Commonwe _ assachusetts lZ3ll9 air o k. Be a a1 Permit Map reel�. 11 Zp13 Date: y'//- �3 APR Permit#.v1 :7z--I- Estimated Job Cost: $ C. Permit Fee:.$ „ Plans Submitted: YES NO PI Review` YES ''NO Business License# - pp cant icense, Business Information: f .Property,Owner/Job Location Information: Name: oai0 deg� . 44C_ Name: Mayc_ M�'��d t*er,u- Street: S G A 6v t,4 U D street: ,s //o City/Town. (o 14 e,� 6M ,D 10.2�` � Clty/TOWn. MA Telephone: Li13- 5311- 33 eQ Telephone: f3--,O o 30 `3 Photo I.D. required/Copy of Photo"I.D attached: YES NO Staff Initial J-1 - - estricted license" ' J-2/M-2-restricted to dwellings 3-stories or less and commercial'up to 10,000 sq. ft./2-stories or less Residential: 1-2 family Multi`-`family Condo/Townhouses ° Other Commercial: OfEce Retail .:.::.Industrial m Educational Fire Dept.Approval Institutional Other . Square`Footage: under 10,000 sq ft. over 10,000 sq ft. Number of Stories: Sheet metalwork to he completed New Work:' Renovation:' HVAC Metal=Watershed Roofing Kitchen Exhaust.System Metal Chimney:/Vents Air Balancing Provide detailed description of work to be;done: A o"i'' L NSURANCE COVERAGE: have a current i W ity insurance policy or its equivalent which meets the.requirements of M.G.L.Ch. 112 Yes ❑ No ❑ 1 f you have checked Yg , indicate the type of coverage by checking the appropriate box below: k liability insurance policy, Other type of indemnity❑, - . Bond ❑ )VVNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the dlassachusetts General Laws,and that my signature on this permit application waives this requirement. - Check One Only Owner ❑ Agent Signature of Owner or Owner's Agent t 3y checking this box❑, I hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection . Date 4 Comments 4 Type of License: Y [ Master , itle - ❑ Master-Restricted 1 , 244, ityTrown El Joumeyperson Signature of Licensee en-nit# ..... ❑Joumeyperson=Restricted _e _ License Number�"�" ❑ Check I at www.mass.gov/dpl �/1 spector Signature of Permit Approval * GOMMONWE '. H' H;S _ AS AaBUSINESS ISSUES THE ABOVE LICENSE TO x RE TEAR NYZIO NYZIO HE,ATIN6 AND AIR CORDIT 56B BUC:K;LEY BLVD F CHICOPEE MA `D10�0 000(t 45�s ll r MQNVI/ A� H ASS, -CHUSETTs`' SHEET NfETAL WORKERS a A5 A tUTASTE jt UNRESTRtC-,. r ISSUES THE ABOVE'LICENSE;TO : PETER V ;NYZI'0 �5 LAKE DR x SHU FESBURY MA 01072 = 9755 R x 271;1 07/28/14 i v .f MMONWEA .. 'e QJ q SUSENESS E ISSUES-Tk ABOVE LICENSE TO e PE;TFR b' NYZIO #f NYZIOlEp1TINC AND AIR CCPJDI►. 56<B BUCKLEY BLVD LHICOPEE MA OIO�i�=Qt10f 0 01/13 454 c'll • ASSACHIJSETI'S u SHEET METAL JVORKERS AS q { MASTER- UNRESTRICTED ISSUES THE ABOVE LICENSE TO PETER U` NYZID 25 :LAKE" DR SHUTESBURY MA 271r1 07/28/14 t The Commonwealth of Massachusetts D artmentf o Industrial Accidents eP . Office of lnvesdgations , '600 Washington nSyreet- _ Boston,MA 02III Uv. wwwanass.go v/dia ' Workers' Compensation fncnrs�lnce AfEid.avit: Builders/Contractors/J Iectricians/Plumbers AP-Nica-nt Information Please Print LegjbtE :A L �City/Statef2iP: 0 vZLy Phone.#-. 3`// - 33 ?4)Are you an employer?Check the appropriate bow: -Type of project(required):: 1N I am a employer with , 4. [] I am a general contractor and I * have hired foe sub=co•�trar t�,rc cti 6• ❑New construon . . employees.(fii11 and/or pall tizne). . listed on the'attached'sbeet 7. . Remode' 2.El I am a'sole proprietor or partner- $- - ' ship and have no employees These sub-contractors have. 8 Demolition working for me irr any capacity, employees and have workers' [No workers' comp,insuance camp.incnranre$' 9. []Bmltmg addition requited.] �. []'We area corpoiatinn and is 10.[]Electrical repairs or.ad�tions 3.❑ I am a homeowner doing aIl work officers have� ��ed iheiz l l-❑Plumbing r airs or additions myself [No workers' cam'P. right 'of exemptianper MGL eP 12.[]Roof repairs ;n.=nzc required_]t - c.-152, §1(4), and we have no employees. [No workarxs' 13.[]_Ofher comp,•incnranrg regiired•] a *Any applicant 1§at checks box#1 must also M out de section below showing then workzrs'compensation potiey infom.iimL t Hazncown=who subntitihis affidavit mdicatmztiey arc domg all work and then bite outside contactors must submit anew afdavitindicafmg such. * Contact m that abeCk this box must ai chrd an additional shed showing the nine of the sub-conhactnrs and state wbCfi=oruot those entities have p` employees. If>hc sub-contract have employ=,ifhey mnstprovide their wmkzrs'comp:policy TT Cr. I am an employer that is providing workers'compensation insurance for my employees Below is thepolicp and job site LnformafiDn hJ�--Company Name:, GaM Policy#or Self-ms.Lic.#� ���.1� 7_(� `�Q � �•�-P,�•ationDafe:--��a�-(/-�01 It Attach a copy of the workeis''camp�ensation policy decLzra$an page'(shovQing the po�h�•cm>var-and expiration date}. Fatlme•to.secure coverage as required under Section 25A of MGL c.:152 can lead to t3ie imposltkM of ca>mnal penalties of'a fine up to $1,500.00 and/or one-yea=ffipri �+ as wed as eival penalties in tle 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 t3ih stdm eat may be forwarded to the Office of Ia7esd9ations of the DIA for insurance coverage yerfficedim I do hereby certify under thepams and penalties ofperjwy that the information prgvided above is true and correct,, C N- 3 3 CffIxj l use only, Do scot write in this,area,tb be completed by city or town offzciaL City or Town: Permitlicense ff Issuing Authority(circle one): .'I.Board of Health 2.Bmlding.Deparfinent 3.City/Town Clerk 4,Electrical Inspector S.Plumbing Inspector 6.Other Contact Persona Phone#: BIKE Town of Barnstable t Regulatory Services t AARNSMAIIT.F. K . +ea Thomas F.Geiler,Director t639. Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.towu.barnstable.ma.ns Office: 508-862-4038 508-79.0-6230 Property Owner Must Complete and Sign This Section If Using A.Builder Cy -,as`Ownet of the subject ptopetty t hereby authorize /u i�C� to act on tay behalf, in all'rnatters relative to work authorized by this building permit Xas // dim/ �✓^ �✓�/ (Ad ess of Job) Pool fences and alarms are the responsibility, of the applicant. Pools are not-to be filled-before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. S* tore of Signature of Applicant Print Name Print Name _T Date QF0xMS:0wr1Exp SzoN?oors TFiE h,,� Town of Barnstable Regulatory Services • >3nnxNsrear. , Thomas F.Geller,Director Mlles. 9`b =639. ��� Building Division. pTfp MAC R 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: JOB LOCATION: number street village "HOMEOWNER" name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as sdpervisor. 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. 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 pem*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:forrns:homeexernpt I NSRER: POLICY NO: WCB7 6 7 0 6 vGM INSURANCE COMPANY 1601 TOUCHTON ROAD EAST SUITE 3400 RENEWAL OF: WCB76706 7ACKSONVILLE, FL 32245-6000 - NCCI Company No: 16322 Account No: CACB7 67 0 6 TEM 1. NAMED INSURED AND MAILING ADDRESS: AGENCY NAME AND ADDRESS: gYZIO HEATING & AIR METRAS INSURANCE AGENCY INC (SEE NAMED INSURED ENDT) 56 BUCKLEY BLVD 2030 MEMORIAL DRIVE �HICOPEE MA 01020-2206 CHICOPEE, MA 01020 AGENCY PHONE NO.: (413) 5 3 6-14 91 AGENCY NO.: 200291 LEGAL ENTITY: LIMITED LIABILITY COMPANY OTHER WORKPLACES NOT SHOWN ABOVE: (See Workers Compensation Location Schedule) TEM 2. POLICY PERIOD: From: 0 6-11-2 012 TO: 0 6-11-2 013 Effective 12:01 A.M. Standard Time at the Insured's mailing address. TEM 3. COVERAGE: 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 thepolicy 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: Part Three of the policy applies to the states, if any, listed here: all states except: ND, OH, WA, WY and states designated in ITEM 3A of the information page. D. This Policy includes these Endorsements and Schedules: See Schedule of Forms and Endorsements. TEM 4. PREMIUM: The premium for this Policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required on the Workers Compensation Classification Schedule is subject to verification and change by audit. Please see Classification Schedule. Total Estimated Minimum Premium: $ 5 0 0 Annual Premium: $ 2,409 Audit Period: ANNUAL Date: 04-16-2 012 CoLantersigned by /C 00 00 01 A Copyright 19871 ational Council on Compensation Insurance INSURED COPY 5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map O a Parcel Application # Health.Division _ Date Issued L Conservation Division ��, Application Fe'_ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning.Board �(h� y/9/13 Historic - OKH Preservation/Hyannis - Project Street Address �/� Village � Ol/d G. L2 C rdULn Owner__ Address Telephone _5 36 30 �-3A a !6 9 s' .Permit RequestZ2 - L Square feet: 1 st floor: existing%proposed CZ 2nd floor: existing proposed -2P2 Total new 129Z Zoning District Flood Plain Groundwater Overlay `Project Valuation �'d o Construction Type_ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 4?No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl -Walkout ❑ Other Basement Finished Area(sq.ft.) /<Z 3�� Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing O' new C7 ? o Number of Bedrooms: existing 0 new Total Raom Count (not including baths): existing �new First Floor F' Count 01 c� Heat Type and Fuel: I Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/Foal stovel ❑)!�J, ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ 4isting P"pew size_ Attached garage:*xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review # Current Use !/ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address `���-e-� License# 2D Home Improvement Contractor# la p� Worker's Compensation # 6-00 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S 7� J� SIGNATURE DATE { ` FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. '4 r. e� 4` ADDRESS VILLAGE } OWNER �n DATE OF INSPECTION: _•FOUNDATION t, ' FRAME 23 111 INSULATION Oc oY/>,Px z s FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL L ' FINAL BUILDING j 112114 DATE CLOSED OUT ASSOCIATION PLAN NO. t. The:Commonwealth.of Massachusetts Department of Iridustridl Accidb;td, �� Off ce'of'InvestiggUa i iz., _ 4 UIP 6ob"washingto stretxtw— Boston;MA:OZIIL www.mass gov/dia- Workers' Compensation-,Insurance:,kf d v t:Builders/Conk-actors/Electricians/Pl imt ers..,„ Applicant Information Please Print I.eei6i � Name(Business/Organization/Individual): Address: no - Y < (�City/State/Zip: 04 n1� , c�7`� Phone M Are, ou an employer?Check the appropriate box: Type of protect(regnlred): 1.( I am a employer with 4. ❑ I am a general contractor and'I employees(full and/or part-time).* have hired the sub-contractors 6•-❑New construction,,--i 2,❑ I am a sole propridtor or partner- listed on.the attached sheeLl T-q'Remodeling., ship and have no employees These sub-contractors have S. ❑Demolition working forme in,any capacity. workers' comp.insurance. g. ❑Building addition, [No workers' comp. insurance 5: ElWe are a corporation and its required] officers have exercised their 10,❑Electrical repaifs or additi&ns:ft 3.❑ I am a homeowner doing all work right-of exemptiQn_pet°MGL; ll.❑Plumbing repass or additions myself [No workers'comp. c: 152;§1(4),-and we-havr no- 12. =Roof airs insurance required,]t' employees:[No-No ❑ rep comp.insurance required]': 13.❑.Oth. .w *Any applicant that chccla box gl must also 611 out tfiesection below showing&-w wmkas'.compensation policy ioffiimation.— f Homeowners who submit this affidavit indicating they are doing-all work and dimhire`oatsidc contractors must submit a new affidavit indicating such. tCanhactors that check this box must attached an additional sheet showing the name of the sub-contractors and theirworkmm'comp.policy-h&mudion_ I am an employer that is providing workers'conrpensadon Insurance for my-employees;-Below fs the policy and job-site.- tnformadom Insurance Company Name: �. Policy#or Self-ins,Lie,#:_ LL 6—M-7 10GOJ ,1�;piration Date` Sob Site Address: City/Statr%Lfp; 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 ofMGL c, 152'can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER-and a_fine of up to$250.00 a day against the.violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA fnr insurance coverage verf5cation I do hereby certify under the pales andpenalties ofperjury that the tnformatton provided above is true and correct. Sienatur Date q qPhone FFuyenly,,only, Do not write in this area to be completed by city or town official n: Permit/Idcense# hority(circle one):Elealttl 2.Building Deparbnenf 3,Cify/Town Cleri€ 4.)Blectrical Inspector 5.Plumbing Inspecto>•rsolr: Phone#: CERTIFICATE OF LIABILITY INSURANCE ���� dare(MMAO(YYYn) 03411912013 PROOUGFR THIS CERTIFICATE E5 ISSUM AS A NATTER OF INFORMATION Blackstone inSUranue ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O.Box 31 d4 ALOE THE THE THS AFFFOTrr RDW av T E NOT POLION NLQW. Woloester,MA 01613 INSURERS AFFOWNG COVERAGE NAIC 0 3N INSURER A A.E.I.C. Lmned Entelpnses INSURER s: 59 Freaboard Luna INsuReR c Yarmouth,MA 02675 INSURER D: INSURER E: 00VERAGES THS PQLIG:S OF INSURANCE Lism BEt.OW HAVE BEEN mat TO THE INSURED NAMED ABOVE FOR TMi POLICY PERIOD INDICATHp.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONVITION OF ANY a3NTRACT OR OTHER DOCUMENT WrrH RESPECT-O WHtCM THIS CERTIFICATE MAY BE 138M OR MAY PERTAIN.THE INSURANCE AFFORDED BYTHE POLICIES OESCR;8ED HEREIN 15$UDJHCT,. ALL THE TEP.MS.EKCLUSIOM AND CONDITIONS OF SUCH P061 88.A040EWTE UMITS SHOWN MAY HAVE SON MMUCEO9Y PAIG CLA.!MLS. WIN L!R I TWIll OF INSURANCE POLICY NURIBER + Ts GENERAL LUMILRY EACH OC'CuRRENCE 5 -=M MEROtaL OffeRAL UAEILTTY CLAIMS WM M 0=.R ii MED EXP{An ode ao±'�1 t 1 PERSONAL A A0V INJURY S J GENERAL AGGREMTE $ %;N'L AGORWATE I,IiAT APPU5.8 PER, I PIWDUCTS•COMMID Aim E POLICY M PROJECT rl LOC AUTCI OME UABILM COMStNEO SIPME LIMIT g ANY AUTO {Ea fix""t: i ALL OWNED AUTOS b0014Y Al"RY 3 I S0HtVULEOAUTOS Y^ 1 + HIRM AUTOt 1 I i BODILY RJURY g NON-"INW AU OS I I (Par 8--dwwo. ( 1 PROPERTY DAMAGE g OARMEUhMUTY AU70 ONLY-9AACCIOGNT 5 ANY AUTO THAN EA ACC S iSITO ONLY; A66 I E1GCESS7ULINtR A UAR ILM EACH OCCUFW-140E 3 0mR ❑ :LAM6 MADE AtiGtiEGATE S DEDUCTiSLE Itmc-Am ' NT10N S I S Odip w rlON ANC TORY WAITS ER A ANY PROPItI_IOwRmARrNeRrexL�caME WCM07"?012012 I 8/1r2012 B/v2C13 &L.eAcwAccleEruT s 1Mote OTR tOEPJbEINBER EXGLUDED7 —EL-as�•Eaa-,ar� 1 Mace WM����y�gg A s AL PROYt$SHOW I E.L.DISEASE-POLICY LIMH S 500.00 OrNER I V David Linno,l is C*Vmd by trio adwe tgmrQneadon policy. OEWFICATE HOLMft CAMCELLATION ,(,Q Denniswm of SHOULD ANY OF THE ABOVE DESCRi8E0 PORaCIts QC CANGtaL6d 20*R6 TNi CIRPIRATROU $S5 Ratite nni _ OATS THEREOF.THE MUM INSURER HALL BNOEAVr-R TO MAIL 15 GAYS WwmI4 I South Dennis,MA 02880• NOTICE 10 THE CBTI CP14AT!MUM O NED TO THE Ll.I 1,ALIT FAILURE TO 00 309NALL INP:S6 OM 90LIDAT"OR LJAsttrt*OF ANY OUND U410n T86 INS IMA ITS AWN"OR REPRESWITATNeS, AL•THOIMD REPRE9ENTATNE ACORD 26(2001108) 0 AC04E'CORPORATION 1988 Massachusetts- Dcpartrncnt of Public SafctN OtficeofCon�sume airs&Busines iz ont6 Board fit'Building- Re!-ulations and Standards HOME IMPROVEMENT CONTRACTOR Construction Supervisor License Registration: 120659 Type; One-and Two-Family Dwellings Expiration:. 2/19/2014 DBA License: CS 71507 } Li` LL ENTERPRISES DAVID J LINNELL JR - 59 FREEBOARD LN " DAVID LINNELL JR H Al + 4,r n- YARMOUTHPORT, MA 02675 - 59 FREE BOARD LANE YARMOUTHPORT MA 02675.E Under cretan Expiration: 8/11/2013 s / ('munivi„ncr; Tr#: 2398• .r � E Town of.BarnA Me p 0 Regulatory Services r E ABNSTA M MAES, g, Thomas F.Geiler,Director n 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 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« i., (AdO66ss 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. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPEPMISSIONPOOLS 62012 .. .r 1jj)){ tt � �� f t `� i l' ! , 4 •' f r Ys VE Town of Barnstable , Regulatory Services Thomas F` 'e snatasresr.�, : F.Geil r,Director MAM 1639. A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building vermit (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 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:fortns:homeexempt 04/04/2013 10:01 5085493264 FAL LUM13ER. PAGE 01/01 GOLt M Key-Bem 1d51101ILYPOM7ROAJ1 7J 7mt� Cc,Mvtrua NM aPQgy W413bler boa lDf rtlofa0ro: Nlenaber oM:Else . TAD L..vtvgl lh! � 1 CJt3q�p.RearCOrt�1176pCjS' Standard Load; SobM Lateral Bracing"camt!r rcum Uve L09d: 40 PLF M061urb Conddon,ary Sweng Cade:SBC Dead Load: 10 PLF' Degadon Crit rw Bx+Cii>f7 live,U240.to* - Dock comwd ons Naked b9 r 30.a pLP Pifersanre:KYc� Other Loads Ty" Tft DRad R B kis ri . EI amtU p • EM 1b7 CabM . ' ._. ,.w..:...e•s'.9'P nx,G..air't.'v«u.y�....,i?a+6t4 A:�:':�"?•h 1 'I • , E-1926MO and RGOCUons Input I in � TI I�l Lar g% d Ift"en VpNd 0400'. Wdtl 100 141A 838dp Stee'1 S.4?Ot1'r Nx4 . Fftgbwm LOW 0WID ftwecrsa uvd alt�rertmy� pxn„ O��an„ SIM 29�r a1saC 4eaign spans PrOdUtt W 12 x 34(50kei) PA►SM DESIGN CWCItS gn oar unuous N*fat Raft along v*tnp O'>Kft Can maauffm faf W bracing afaag the beftwcNord AJIOw+MbIO SfireSS Dft!ign i'asiifr®Moment Aliavfe Cbors. Sheer 4797"It+O 4�.15l 145%3% 11,79. sOWLoad L 8a3@kp 69.86 13Sto fN Tbw Low GEC. ILL.Dellecflbn 0,48W D.Mr L1667 1I'v Teti Lead t. Delre�tlon EPrfs599" _ v,44r U41a 11.79' Tart fd L antrnt trt f Ilectlon . r 55�19 ,i,+r01,2 t. rl!pedmd�omtlaegnu,t�#�lm4,robped)va+"�ra ,* ,r.'�' � r�,r'�r Ali%.ItBS19l�QS'RIq�gNGfAReWa�CLCx1p�*''r1G.Rs8lnweq PA �A+ul'kkAlRMdea fMftueene4 Jl Rlrola+wq�nigg 9 l tmIMsr$$TOW. fxae� �r.�y��ia�Huf,nlq N'.P� A:!ld MAlrM/kP MA�IIlI@lvd rtAg6�p Cl�aOdfiNAF Mt1A+d M'tpµ�y�_h b 16rw„Mll�a!K kIYGMtl!Mf�aM. .. iClt Ihe, uwa�ACWp�7 Ax Marc G.Gaudreau 165 Holly Point Road Centerville,MA 02632 t June 21,2013 ' Town of Barnstable Main Street Hyannis,MA Building Inspector: Please be advised that we have changed contractors to complete our audio visual needs at'�165'Hoily Point_Rd.in Centerville from Nantucket Sound to Affordable A.V.Installs. If you need additional info i I may a eached at 413-530-3093. Thank you. c eau `J ks C } �p``� 20 1 I t F M Town ®f Barnstable OrTHE ram, Regulatory Services Richard V. Scali, Director Building Division BARNSTABLE BARNSTABLZ ] SS 14FSIph Y.ItLSa ClERV14Ert,�MY45TA0lF 9tb i639. ,� Thomas Perry, CBO 1639-2014 prED 1A�� Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 October 14, 2014 David Linriell Jr. 59 Free Board Lane Yarmouthport, MA. 02675 RE: 165 Holly Point Rd'., Centerville, Map: 232 Parcel: 016. Dear Mr. Linnell This letter is to inquire on the status of building permit application number 20130.1679 issued to remodel the.above referenced property. As you may recall,this office issued a building permit on or about April 9, 2013 and you are the construction supervisor of record. To date, this office has no record of a final building inspection being conducted. s Please contact this office to explain the status. Thank you for your anticipated cooperation in this matter. Respectfully, a e�L. Lauzon . Local Inspector ' jeffrey.lauzon@town.bamstable.ma.us (508) 8624034 r A�y ^ SUSTAINABLE Weyerhaeuser (7 NIITIATIVE ENGINEERED WOOD PRODUCTS April 12,2013 David McLean Falmouth Lumber 670 Main Street(Teaticket Hwy) East Falmouth,MA 02536 Re:Sealed Calculations ' Tech Call#:18007 ~ � 0-1 00 165 Holly Point Road + Centerville,MA cn cn NO 5 Attached are ForteT"calculations and a Job Summary Report for joist,beam,and/or column applic ions that-have }y been prepared for the above referenced project based on information provided by David McLean-FalmoutlP' Lumber. i I The calculations have been identified in the job Summary.Report and by the date and time in the lower right hand corner of each sheet: 04/12/2013 ; 9:39:32 am 2 pages e Many uniformly loaded joist and beam calculations can be verified by referencing the applicable span charts within the appropriate product literature.These common conditions covered by span chart literature may not have been addressed via individual calculations within this package. , Each analysis reflects the Trus Joist®product,depth,and'size that can structurally support the input loads shown.The professional engineer's seal on this letter verifies that the analyses presented conform to accepted engineering practices and use code-accepted product design values.Although I have not reviewed the project plans or visited the jobsite,we guarantee that our products will meet the strength and deflection requirements as shown in the attached calculations,provided the input model and loading are correct. All notes and design load information shown on these calculations should be reviewed with the building designer and/or the local code official to ensure that the loads,spans,and other conditions are correct and/or acceptable for the specific application.Building inspectors and/or owners should identify the"TJI®","Microllam® LVL","Parallam®PSL",or"TimberStrand®LSL"markings on Trus Joist®products to confirm that this letter is valid for the products actually installed. Please feel free to contact any questions regarding the analyses,I can be reached at(856) 596-5555. r,I ' .- Sincerely, NN No.49126 Drexel M.He mann, fGIS;�Q �� E O; Structural Frame Engm 1000 Lincoln Dr.EastSuite B Marlton, u to 3 a Iton,NJ 08053 e Phone 856-596-5555 Fax 856-985-9806 Xr F 0 R Y E ® JOB SUMMARY REPORT 18007.4te Member Name . Results Current Solution". a Comments Wall:Header IPassed 12 Piece(s)1 3/4"x 16"1.9E Microllamp LVL r I i } i f , i t r a Forte Software Opera,or 'Joti Notes , 4/12/2013 9:39:32 AM Geoffrey McClain, 165 Holly Point Road Forte v4.0,Design Engine:V5.6.1.203 Weyerhaeuser Centerville,MA 18007.4te (888)453-8356 call#18007 geoff.mcclain@weyerhaeuser.com Page of 2 O ° MEMBER REPORT Level, Wall:Header PASSED 2 piece(s) 1 3/4,r x 16" 1.9E Microllam0 LVL Overall Length:12'6" 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location, u Allowed;., Result _ LDF; Load:Combinadon_(Pattem) ,is System:Wall �. y. ., Member Reaction(Ibs) 5598 @ 1 1/2" 7613(3.00") Passed(74%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 4180 @ 1'7" 12236 Passed(34%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 16802 @ 6'3" 35781 Passed(47%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.136 @ 6'3" 0.408 Passed(L/999+) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.236 @ 6'3" 0.613 Passed(L/622) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:U.(V360)and TL(1./240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'10 5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. t3earing R. loads to Supports(Ibs) n stir $uppOt'tS Total ,Available Required, Dead �°ry°er Snow, Yotal: Accessories a 1-Trimmer-SPF 3.00" 3.00" 2.21" 2387 1750 2531 6668 None 2-Trimmer-SPF 3.00" 3.00" 2.21" 2387 1750 2531 6668 None Tributary Dead� Floor Live snow Loads Location Width (0 90), (1:00) Commeutts c; ^- 1-Uniform(PSF) 0 to 12'6" 7' 12.0 40.0 Residential-Living Areas 2-Unlform(PLF) 0 to 12'6" N/A 80.0 3-Uniform(PSF) 0 to 12'6 13'6" 15.0 30.0 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,Input design loads,dimensions and support information have been provided by David McLean Forte Software operator doff Notes a' 0 4/12/2013 9:39:32 AM Geoffrey McClain 165 Holly Point Road Forte v4.0,Design Engine:V5.6.1.203 Weyerhaeuser Centerville,MA 18007.4te (888)453-8358 call#18007 geoff.mcclain@weyerhaeuser.com Page 2 of 2 GOUDREAU 4-3-13 Keyj3eam 165 HOLLY POINT ROAD 11:37am CENTERVILLE,MA 1 of 1 Itey$emn®4.600d kmBcamE.ngine 4.600y Materials Database 1396 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 30.0.PLF Filename:KYB2 Other Loads Type Trib. Other Dead. (Description) Side Begin End Width Start End Start End Category Replacement Uniform PLF Top 0' 0:00" 23' 7.00" 540 162 Live 2370 t '$~23'7 0 j/ 'N l Bearings and Reactions ti Input 'j ,Min y . Gravity yity v Location Type Material �jLength 'Required i Reaction J a 1 0' 0.000" Wall Steel 5.000 NIA . 8380# 2 - 23' 7.000" Wall Steel b:°000" NIA, ,`8380# " Maximum Load Case Reactions -�- Used for applying point Wads(or line loads)to carrog members 1s! ,/�F<<F~'-' C. Live Dead t 1 6182# 2198# 2 6182# 2198# ''` #All Design spans 22'10.750" �•s M Product: W 12 x 30 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design ° Actual Allowable Capacity Location Loading Positive Moment 47.97'k# 106.15'k# 45% 11.79'. Total Load D+L Shear 8.38k# 63.96k# 13% 0' Total Load D+L LL Deflection 0,4838" 0.7632" U567 11.79' Total Load L TL Deflection 0.6558" 1.1448" U418 11.79' Total Load D+L Control: LL Deflection A OF MA �®•, . OOYENIC W. �� V,, ., DeANGELO N W. a STRUCTURAL its L� No.35062.. > m product names are trademarks of their respective owners _5-r..,-••y- �. t'copydght(C)1987-2012 by Keymark Enterprises,L-C.ALL RIGHTS RESERVED. - "Passing Is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet The design must be reviewed by a qualified designer of design professional as required for approval.fits design assumes product installation according to the manufacturers specifications. F ♦ ws'�ycwu"' - Cep 409 � N�� ilk 1 u�� n oas oaHI = o v M Vo 12'-10" 21'-O%�H" 2T'-1 %/q• � W u Uco��m`��Eb' Q 1 m m o ' m O 35 " SMOKE DETECTORS REVIEWEDx O `O 6 p a5 a� _ylsl,3 � o .R o � 0 DATE < < y *IT LE BUtLD�NG D—! S o r.r � z — � FIRE DEPARTMENT E 44 Cx sting deok footings a BOTH SIGNATURES ARE REQUIRED FOR PERMITTING Oi (Oi (Oi t (Oi o o -a Al 7 L � � ex,s#inq conire+e pw+io A- r C ^1, New P.T.steps#a Ywde New P.T.steps+a grwde . c O _ p>vild ou#walls+0 2 x!n ` ID.2 1 �+eel beam Far hewder lwbF—h .. - p P�eoN—ooM°2 P�evR-oor'I°9 _ _.. I w _ Y�� ,•.� - . .. _ p - Garage Pounda#lan _ L Q �► a�n+laadf mob e� 1 2x%O ,elb l_---J �!r� LJ .m:w;,x1� ._:Polo+load fromabovTIM! - Q UTILITY('-OOYI g j T v Y _ C� R' N U E75 O 0 Zo J �i•.�.vi"�I -I (�' Garage Founder+ion O U ®v 3 roewer eJee+a pump NI um 'k .memov ewnd - - - grwy wester drw n. - ��A FOUN0ATIoN PLAN S I 2 7 0�i P+.of Nabi+ably s as a a�v n\d` w 4o be ........_..-...................... lls....._.___ Wa ..._.............. remowed a m`o n5•• p y� �x'K+inq wills '^o`o a t s o a a' 1 - Now wwlls ry n€w m ma m Jl on a - - This pl d signedin weaordwwe w,+h the In#ernw#ionwl Peaiden#W God,2 000 or t u n CA.#ion vend the i'lwsswchuse##s 7 BO e-MF- o m a m N e a 5 1.00Lu Window prv+ec+ion+o conform with v¢' d C EL t ,�1•_q• 22'-4 1/2' DRAWING TYPE: FOUn,IA-hon Plan W 1 2.11 0 aJ#sel b.— l' b b --' b SHEET NUMBER: so P +loved A I O O % I O hy.P+.Area carried } " r t1 -7 � - - � IV y ��n Fi••O�c Ep . Q z� }i;u nm �; np ! a b b b b c w o 21 V O L ^^^ 6 c O � IL A- lp a + T� s + I � , I ....... Ij :1 I 0. I` I 0 I - w -.------,. ........ I I I I ;IS -1 CL o LIVING F-42691K iJ .................... _ .... fit. ... .a I � F I e v . Elq SAG GA E 24 I El I I W mK aoxoiw ® 1 I ---- ---- A , m- a� p El D El ----------------------- x ... K o° o ----------------------- -T-FLOOD PLAN pm \_1 AndKa nm - %2 6.4�!q�F+.of HAA4, esPebe �m (11pp map . walla � n��v cam dQ a'�xiatmq m a tl m n m b b 14•_4. ._....._,,..-...-..�._., New w„Ila tma�=re Ng � n - -. 1 1'-B I/4" ` 9•-2 1/B" b %'-101/2• b � - � OF O�OV W J tl m DRAWING TYPE: . Firs+Floor plan SHEET NUMBER: A200 p, - l Existing roof+a remaid Exis}inq 2 x 4 LollIS ar 2 0 - Q O Lam9 m . - Exis+inq roof+a remain 2"P.G,.InsulatlonP-%a d - d water p.)s laid It s c; ,. r '" - a"yam., ,.F t•a* q e' h L a � n Proper vents eyl y e� ,. -. , a...N.O.Insula+ian �%O . ,�E3•. - " , ".- �� .. ` O.In +'on � ,. .. f. S. t « oiim�on�H 2. rr�Lane ms o.c. � u� •. �A hu t e 1�'• R ' - ........ ... .... ... _.. --_ ... .. .......................... - Aluminum gutters+o drywells -, -- --- -r=": -- - -- Alumiwm gutters to drywells- LL7 �e nq L nq HT e Het LhnNG r-OOr'f � 1114 ' T >T of A-. psanm LU2 2 a e l G'•o.G. ._ - ,,QQ ' '• - = - Exis+inq 2 x f0 Joist m I!o"a.L. i Existing 2 x I O Joists e f!o"o.L. • •Y._ Q • .. z: - . . tu ...� LYL's • - - , '� - a, '.., 2 x 4 Wall.stud e:1!o" s eel fh p t W O 5+eel b a • 1 9/ w/9/a'• + ... . c F/al"(ILY SOON( - •ry. .! - Z - -a move exis i supp r o um s — .+ . F m m . .- .. 9 I/2"H.o msula+ion• 1 5, - a „o �e n a J� a prc o3m n � � 13 W 1 2 x5o�iteel beam • � , ,. - F V�®� . %/4•'TtG subflaor i. - + *_, 'Y _ _ LL Ou. o_ _ Gnntinuous—4—a+taahed - �ilmpsonm-LU1i 2 e.a I G a:G:. w/2-1/2"thru-bolts e 2 4" ` - -2 z_milers Existing 2 x 1 O.lois+sm 1 - . . 2-1/2"m boltse 24 f d Existing-2 x.I O Joisti® « - ,•.:. 2"Min.waod edge distanLe _ =`mo� , � - n 10. Weld+a Lalumn- - •., � � ' - �. � -. - ._. `.'"s' t� - mo o�"¢'3o a $ � ?/2'mhZD Pe oles - - ®�FNHo ds o .. • Weld+a Lolumn 2 r\7 1 0 - 1 t/2' Uu a`w n + ; �uH W f u ' � - I�asepla+e detail - - 1 _ •• . DRAWING TYPE: NOTES: Ir - puilding GJeation _ - 1.All workmanship to conform with American Institute of Steel Construction and - Massachusetts State Building Code latest edtion requirements. - 2.Structural Steel:ASTM 5'121FY-50 KSU.Shop paint with rust inhibitive paint. M17Yp ' S.Expansion bolts:ASTM A51 O 5/4"Dia.x 6"embedment in concrete. - a - - .. SHEET NUMBER: Thru-bolts:ASTM A50"1 1/2"Dia. - 4.Punched holes in plates-9/1 6"Dia. - ,7 « - 5.All welds E"I OXX eletrodes.Shop weld cap amd base plates to columns. - - WINDOW&EXTERIOR DOOR SCHEDULE S'-o KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL O6'-0-x4'-W G64 ANDERSEN GLIDING WINDOW WHITE VINYL CLAD EO O4'-0"x 4'-W G44 ANDERSEN GLIDING WINDOW WHITE VINYL CLAD _ OPTIONAL fl'�''' © 6'-0 318"x 2'-0 SIT A61 ANDERSEN AWNING WINDOW WHITE VINYL CLAD 4'x 4'IANDiNG AND STAIRS TO CRADE n; Ci 6'-03l8'%2'-0578' A61 ANDERSEN AWNING WINDOW-FIXED WHITE VINYL CLAD w ---- --- --- — 1I O 4'-0 112"x 2'-0 516' A41 ANDERSEN AWNING WINDOW WHITE VINYL CAD I I I I III © A O © O O 2'$"x2'$" AX281 ANDERSENAWNING WINDOW WHITE VINYL CLAD III O 5'-11 3/4-x V-9 Wl6- AFFW601 ANDERSEN FIXED ARCH WINDOW WHITE VINYL CLAD C © 6'-0"X6-8- FWG 6068 ANDERSEN FRENCHWOOD GLIDING PATIO DOOR WHITEVINYLCLAD —� r---- — — 3 F O T-1"x 6'-8" FWH 3168 ANDERSEN FRENCHWOOD HINGED PATIO DOOR MITE VINYL CLAD (�-�-� r—-prDpDsed-—d 3 �, C MITE VINYL CLAD -SUN ROOM �' 8 ALL ANDERSEN WINDOWS&DOORS ARE 400 SERIES L--—— J o 0 existing WOOD DECK to remain I G =�-- -- 4-----] m I REMOVE EXIST. w . STEPS AND RAMP { EXISTING 2x STUD WALL5,DOOR; S / N l 1VINDC W TO REMPIN(tYP.) 2 existing GARAGE to remain existing FIRST FLOOR LAYOUT to remain A proposed FIRST FLOOR PLAN o 114"=1'-0" exISDNG WALLS DEMOLITION - NEW WALLS STEP DOWN T.O.FOUNDATION OPTIONAL O` WALL 9'C•iF METRE(SIT[A0.1UST) POST a 50NOTUBPS FOR �I{ STPP DOWN FOOTING 4M4'LANDING AND STAIRS TO GRACE TO MAINTP 4'CAVERAGE Axy_ !SITE AD U 5i) IIIIIIIIIIIII I iu � � .. © ,�: I I I I I I I I I I I I I I I I I 2 0FLOOR JOISTS IT O.C.or ,1, STEP GOWN T.O.FOUNDATION �� 102 FLOOR JOISTS 15'O.C.I BI Z ,h )1 —WALL.TO FULL WALK CJ'r— '. ST t 91R°TJI FLOOR JOISTS�IS,O.C. 0 Q r _------_L_J J—I—LLLLL-1L JILL---1. ------- --- LINE'OF EXIST.DOCK ABOVE — ALIGN w":ti PXI5TIN�T FLOOR — S O ZLU Il s REMOVE EXIST R[TAING WALLS I 3 O po EXISTING DEGKPOSTS ' STO P<TO O B'CONC E E FOUND.FROST WALL W LL RAGE 8 y > J I Ox I G•CONTNUOU5 CONC.FOOTING unrmN eE BOTTOMS TO BELOW_'TT RONST LINE A [2 FLOOR. El O'THICK POURED CONCREW W 4'THICK PO—D&OIJCETE.5LX5 FLR. FOUNDATION WALL ON 10'x20• R (f EXISTING CONC.PATIO l.L �/� ON 6 MIL POLY VARO.�BARRI[.R OVER CONTINUOUS ILOW F FOOTING - C NI-IJ GIEAN COMPACtEQ GP�ANUTAR BASE BOTTOM TO 82LOW FR05T UNF O W 0 EXISTING CONC.STEPS iV I``--'' NOTE:AUG.WITH�%IJTING PROVIDE: O EXIST.DOORS TO PJ!"I(TOO.) N D LONTIN.65 EBAR$- 9 (2)®TOP.BOTTOM OF F.D.WALL Ip Q �' (<)Ms ar.'Fls orJu F.crzOLrr O = Z FULL WALKOUT FULL FOUND.WALL TO D05RNG FOUNDATION43 2®TOP 1 2 BOTTOM--- ` �/� TO&CONCUR FOUNDATION WAIT c y 0 O EXISTING CONCRETE w @ CONCRrE FOUNDATION WALLS: V j Q GARAGE FOUNDATION WALLS O PROVIDE AROUND FND,WALL FURiMIRR: ESllND GALV'O ANCHOR BOLTS @ MAX,54'O.C.R 6'-12'FP.OM O Z -J/'/// END OF PLATES,USE SS3'xl/4'PLATE. HERS p _ BOLT[MBENTMF.NT MIN.T a C N s existirigy G G e O existing FULL BASEMENT LAYOUT remain $ slab on grade foundation mx U W � I- DATE: 08/06l 2015 SCALE: AS NOTED FOUNDATION PLAN DRAWING#: 114"=1'-0" EXISTING WALLS DEMDURON Al - 3 NEW WALLS J wnITE CEDAR snINGLCS 12 EXISTING HOUSE EXPOSURE TO MATCH EXIST. �nurnn ,n+c I x RAXE.W.A 1.3 SHINGLE.STOP OR MATCH XISTIN6 existing top of plate O existing top o1 plate ANDCR5EN GUIDING A AWNING WINDOWS 1 FIXED ARCHTRau50M © ® © EXISTING HOUSE Ix4 CASNG-TW. N O existing first floor /iO\\ existing first floor t.o.deck EXiSr'.WOOD DELI: Lo.deck STEP DORM>.O.FOUNDATION WALL 4'6•+!-SERE tsITE ADIU /i/©\�\ I \ II I x CORNER.EID. I \\ L a MATCH EXISTING \\ ------� EXISTING HOUSE I \� existing basement.slab I _ I \ existing basement slab I OPTIONAL: 4'x 4'LANDING AND STAIRS TO GRADE. I I PROPOSED ADDITION proposed f� SOUTH (rear)ELEVATION 1/4"=r-o" w 0 ----------------------------------------------------------- --— -- ---------------- - --""------------ A5HALT ROOF SHINGLES ________________________________________________ ___—_______________________________________________ - ___—_______________________________________________________-________ _____--------- MATCH IXISTING ----—-------______-------------------------------- ----—----______ __________________________________------------- ----------------- ___________________________________ _ Ix9FA5CWnOARD ON _-___________________________________—____ -- J.G+ ROOFOVE.W1 BEDOVER _______________ ______________________________________ Ix6+f-FftIEZE tSO.W/6ED WILDS. _____________——__________________________— _________________________________________—________ - _________________________—______ _—___ OR MATCH TO EXISTING IAiM ---------------------------------- existing _________ top of Plate --- - - -- -— existing top of plate existing top of Plate ' W ® ® E112 i ANDCR5EN AWNING WINDOW� � W7 Ix4 CASING ANDEP5EN GLIDING WINDOW W i A I.CORNER 5M OA existing FIRST FLOOR Q j MATCH EXISTING MIT?CEDAR SHINGLES Q G N EXPOSURE TO MATCH EXIST. ANDERSEN AWING1EoTD MD. ANDERSEN FRE.NCHWOOD GLIDING DR_ W w existing first floor existing first floor existing first floor F i; t.o.deck t.o deck t.o.deck EXIST.WOOD DECK � fL U o W o WHITE CEDAR SHINGLES ' E%P05URE TO MATCH EXIST. � Yx Rt�aNING wALLs PER SIre existing FULL BASEMENT E ' _ O Q O U) o IL Z ANDERSEN FRENCH WOOD HINGED PATIO DR. 7 ). O_ existing basement slab W V J f" existing grade/patio -- -- existing grade/patio existing grade/patio m c Q pw -----------------, STEP DAWN T.O.FOUNDATION 6 Q W ________________1 WALL.TO FULLWALKOU CC m J EXISTING HOUSE PROPOSED ADDITION i-I O G r W rl_________________ O W Ili PROPOSED ADDITION EXISTING HOUSE ¢ r proposed u WEST(right side) ELEVATION DATE: 08/0812015 1/4"=1'-0" proposed EAST(left side) ELEVATION SCALE: AS NOTED 1/4"=1'-0" DRAWING#: A2 - 3 2x10 ROOF RAFTERS 16"O.C. FP.OVIDE 2 ROW5 OF SOLID BLOCKING " rouwo.®r.4.ao 6 48 O.C.A GABIP ENp5 pTWN ROOF RAFTERS 4.GT4x6 r4u 4.6.c (3)2x10 IEADER �7 S1 0 3 S a e w WOOD DEC"BELOW O � O Z O '>- 4x6 ras*io"awm. IN C J EXISTING ROOF m fi0 EXISTING ROOF ROOF FRAMING PLAN 1/4"=1-O" EXISTING WALLS NEW WALL5 K O ®ROOF FJDGE.: SIMPSON LSTA 13 51RAP5 6 EVERY RAFTLR Zx I O ROOF RAPIERS 6 16'O.C. (OR EOUAU W1516'CDX FL-V SHEATHING t ASPngLi RCOF SHINGLES LVL RIDGE BEAM ON 4x6 POST TO 12 (3)2.1 O HEADER SI o 2.5 HURRICANE CUPS existing/proposed posed top of plate ALUMINUM GUTTER ON xB"SC"BD.ON 14.O.H. R^ (OR MATCH EXIST.SOFFlT) Droposed� V PNDERSCN AWNING WINDOW N WDF'RSEN GLIDING WINDOW SUN ROOM Q ceticetlrd 314•TIC ft1WD.SUBFLOOR ON W 2r 10 PLOORJOISTS 612'O.C.or v 2x 12 FLOOR JOISTS 6 16.O.C.w Q W n / 9 /2•TJI FLOOR JOISTS 6 16'O.0 j Z Q ANDERSEN AWINCWMW.D WND. / \ / \\ / \ M eXi9[ing/Proposed first 1100r 6 EXTERIOR STUD WALLS-P INSULATION(OPTIONAU.1/,W.C.D. Q SHEATHING,HOUSE WRAP t W.C. t.0.depk SHINGLES 6 5•CXPOSURE. /I Z (CC) MST.WOOD DOCK P,i. SILL PLATE W1535'ANCHOR MAX. c Q G / BOLTS 6 54.O.C.<6•-12-FROM OF \ END OF PLATES,USE.3'x3°xl/4'PLATE / \ WASHERS,BOLT EMBENTMENT MIN.T 112-2x6 CXTEPJOR STUD WALLS N7 Y Q HOU51YWOOD SHEATHING. FOUN KPOURED CONCRETE 9 Q Q ILL. HOUSE WRAP<WHITE CCDAR ProP�� FOUNDATION WALL ON O`OOT W C SHINGLES 6 5•EXPOSURE _ CONTINUOUS ELOW F F.FOOTING LL STORAGE _ BOTTOM TO BELOW FROST LILAC � � = 0PROVIDE: ` Q O COPfiIN.15 R PS PpA -(2)6 TOP<BOTTOM OF PND.WALL C ILx existing/proposed basement slab E y Y Z b 9 V J O 7 Q 4'THICK POURED CONCRETC SIAH PLR. p 'j E ON 6 Mil POLY VAPOP.pARRIER OVEF. *a W Q CLEAT:COMPACTED GRANULAR BASCC NOTE:ALIGN W)TTI EXISTING C. C r 1n F U 9•CONCRETE FOUND.FROST FALL G-O° w u BOTTOMS TO BELOW PRONST LINE. DATE: 08/06/2015 S1 TYPICAL CROSS SECTION SCALE: AS NOTED A 3 114'-1.-0" DRAWING#: A3 - 3