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Home My WebLink About0582 SHOOTFLYING HILL RD a �, . . . . � , . �. ,� � . . r � F �- e . �, �; _ �, a qi - � ,. .. 9 4 Y _ - - _ z 5 _. � - t��H=vw��w �� ; Town of Barnstable c Ulldin Post This Card So That rt is Visible>From the Street Approved;Plans Must be Retained on Job and_this Card Masi be Kepg. Posted�Unt�lF nalrinspectionHasBeenNiade aRW„here a Cert�Bcate of Oecupancys"Required;%su�chBu�ldmg shall NoLbe Occupied untd�a Final Jnspection.h�as been made 1 el ijilt Permit No. B-18-2217 Applicant Name: Mike McMahon Approvals Date Issued: 08/02/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 02/02/2019 Foundation: Location: 582 SHOOTFLYING HILL RD,CENTERVILLE Map/Lot: 193 034 Zoning District: RD-1 Sheathing: M , Owner on Record: WEST, LUCY W&WHELTON,THOMAS W Contractor Name MICHAEL T MCMAHON Framing: 1 51 r Address: 582 SHOOTFLYING HILL ROAD z Contractor LJcense: CS-068111 2 ,�.. CENTERVILLE, MA 02632 Est Project Cost: $3,700.00 Chimney: �� Description: weatherization,air sealing,weather stripping-antl insulation Permlt'Fee: $85.00 _ Insulation: Project Review Req: signed installers certificate required to close € Fee Paid:, $85.00 .Date 8/2/2018 Final: s Plumbing/Gas Rough Plumbing: .. ._ Building Official ? Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application aril the;approved construction documents for w¢hichthis permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmgby laws„and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for.' ublic inspection for the entire duration of the work until the completion of the same. n . 4. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building rice f re Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing 3 x Rough: 2.Sheathing Inspection "` �'' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 0 MOON M M mmmmmmm ME mmmm sm M MMMM M M OEM IN Mm 0 0 0 MEN m Mill ON mom m ENE WE on MENEM I M M MIME M 0 IN 0 MEN 2.1 M MEN M ME == ME 1101 a IN M olm MEMNON ME :Mg ME ""MONO MEMNON 0 MENEM MEN ME M MEN r ME M INN No im - 1 ro IN mom NIEMEN min m ENE 0 Nom MIME m INN ME OR,"'ll -1 1, wom- No In NINON ICA ON ■ Ml mm MOM Town of Barnstable �p THE 1p� Regulatory Services Richard V. Scali, Director sARxsrnsLe. : Building Division 7�7 MASS.l Thomas Perry,-CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 12, 2014 } Cotuit Bay Design, LLC. ; Attn: Steven Cook 43 Brewster Road Mashpee, MA. 02649' RE: 582 Shootflying Hill Rd., Centerville, Map: 193 Parcel: 034 Dear Mr. Cook, This letter shall serve as notice that a final inspection was conducted for permit application number 201402213 and the following item was found to be contrary.to 780 CMR (State Building Code): 1) Addition brings lst floor area greater than 1200 square feet and 1st floor contains only one smoke detector. This item must be corrected'as per 780 CMR. Upon correction notify this office and a follow up inspection can be arranged. Thank you for your attention in this matter and please do not hesitate to contact this office with any questions. Respectfully, r Lau on Local Inspector jeffrey.laLizon@town.barnstable.ma.us (508) 862-4034 Commonwealth of Massachusetts Sheet Metal Permit Map Parcel 193034 Bate: 612J14 Permit# Estimated Job Cost: $ <5000 t F $ �_U Plans Submitted: YES NO Plans Revieff YES NO - 5 2014 MIU 43480 Business License# Applicant License# Business Information: �J b Locatic�z� lr9formation: Owner:Thos Whe�to Name: Kevin Saunders �� Name:Contactor Rover Brooks,Cotuit Bay Design 67 Helmsman r Street: Street: " 67-71" Yarmouth Port, MA 02675 Owner=Boston: 781-223-2100 City/Town: City/Town: Telephone- 508-771-2768 Telephone: R13rooks:617-966-0369 Photo I.D. required/Copy of Photo I.D. attached: 'DES x NO srarr mitt J-1./ a -1- _ estricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stoles or less Residential: 1-2 family x Multi-family Conde/Townhouses Other Commercial: Office Mail®_ Industrial Educational Fire Dept.Approval _ Institutional_ Other Square Footage: under 10,000 sq. ft. x over 10,000 sq, ft. _ - Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC' x Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/dents Air Balancing Provide detailed description of work to be done: HVAC duct -e 1AS *-3/77 F5 -- i INSURANCE COVERAGE: 1 have a current Ilabil insurance policy or its equivalent which meets the requirements of M.C.L.Ch.112 Yes[N� No❑ If you have chocked y_ej,indicate the type of coverage by checking the appropriate:box below: A liability insurance policy ® Other type of indemnity ® Bond ❑ OWNEWS INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application WaLyja this requirement. Check One Only Owner C3 Agent Signature of Owner or Owner's Agent By checking this box(_-],I hereby certify that all of the details and information I have submitted(or enteretl)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Coda and Chapter 112 of the General taws. Duct inspection re'quired prior to insulation installation: YES NO Date Comments g1Ins�cctasr'�a Date Comments Type of License: 3y+ ® Master rrtle Master-Rest+°icted — sityrr awn []Joumeyperson oopoow�/* Signature of Licensee Detrnit# _ _ Journeyperson-Resftted License Number: 3480 =ee$ Check at www.Magodaldnl nspector Signature of Permit Approval f �• � ' ------------- Fold,Then Dotach Atom All pertor"Ons � , C #I Q l LY IW Oil Mi. 10 ARP VO oil • E ,1 R 01 of �. I SSUES THE FOL LOW I I G. ` �.{I�eEUsE ;: CASTER UIdR�STRIOTEI „ . , /,UNDER y iy 24 171442 aay1rti •^ 5 - - • Y ra{ �° a 4 J. u . - -'-�-- , - , � � �".-'I.:..-il:1. - �.��. - - -1 . - -��,:: � -- � — - .. I : ':�'I I.- - -�- -- -'... �. '� - ..:I..';.��, . .:�--.:' - ' 7 _ a W warms cawAnoN Aal uwPtor�slurr_ = ItURIWCE POLICY ��---',0,'AI�'-�"..-�r-�.: Ll_^___�1CIT1it11 . INSURANCE %:! IIR INFONAAItttON`P14� Y15f1xioddy9hrt,QwRw�,W1/R118 = _ issiied by L!! BiStJ1t11NCE CORPORATZOls 27243 {_ ' Policy Nun>ber M —313 388919 014 tssumg Otf�ce_016C °" _ <,� '� OF, ;- NC5 31 3 isko-013 Issue.0 11 21 13 Account Number 1-388919 Sub Account 0000 _. t >., -,: " , . y Insured and Meng Address - 'l KK s `SEASIDE'GAS SERYI E UiC -. 4 RISR;-ID 0004473-1 <r:: �- -671E!(ll11LMS111<AANDR a - YARMOUT)t1�URT,IVIA 02675 ' Statees "-03 :CORPORATION } `w tXher workplaces not shown above SEE Iitk-4:PREMUM EXTENSION OF WFORt�AAT10N PACE i .;; 2 Policy Aerrod The policy penal Is from O1405-8014 to Ol 05-2015 12 Ot A M sfandard 6me„at the a-,§�i--��;--"-�;--- insured's matting address - - ;5 _ x' 3 Covete �r A .Vlfoikers.Compensation Insulanoe !'art One=of the policy'pp to the Workers Campenwon Law-of the.stah - listed here = ]!�A - _ i t' .. - - - id Employers LsabtNty insurance Part Two( .tt a ppoucy appttes to work to each°state baled,to Itdm 3 A =The um><s , of our ltabtbty under Part r - ,are :, Bodily Injury by Accident 5 .; _500,00.0 each accident _ = 9odtry injury by Dtsee9e $ s00;.0.00 poky Imut, y Bodily:Iri by Ou se $ 500,004 :each enrpbyee iI C Other States Insurer PartTh lee,of the pohey appltss to the states,rf any,hsUed here l : S19;8'ENb WC 28 6Ci 96B - F: - D Thts`pohcy includes these endorsements and sct>�ules SEE EXTENSION OF 1NFtRtiAA7lgd PAGE ,, ` 4 Pretrnurn The pn3murn for this poi�y will dt errrurrerl by our.Mertuals of Rules.Cfassdicabons,testes"and ti, Raeng Phis::All inforntadon requtr®d below:ts subtect to veMtcation and chance by audit Code Premium 8ssts Total :Bate per$100 Estat- -- Annual s _.Ctassdtcattons : : Numbers Estin>ated:MnualRennerattonv,, :oflaerr perabon : Prernum See:Eztenston-of Infornradion:Pa� Mnvnum hrennurn i 332 (AQ-1) Tot at-Esttmated-nnuai Prernum . 3,254 ri Premium vn111*Wiled A,NUA- Producer 0004-005707_ �. __ - ROGgRS GRAY INSt�RAtti, AGSNCY .INC 439 RTE°134 STE Fl - v SOtTI'8 D8t IS:`111A .OZ560 f : F - WC 00 00 Ot A Ct 1987 National Councti on Compensation Insur2tnce,inc V4C t)0 00 01"6(IVJ) _£ Ed„07/Ot"l2011 -Ali RlghtS Reserved. Page t of t m. - _ _ = 8caler'Oop1r. r _ . _ 1 :: I F -� x : , ter; - r _ _I,--_-q�TZ,-,,-.t;.._�,,1 1,__I,r[lv j f 7-�,I,�i*,j I,,---.,� Y - n/+tIN STAEETSAMERICA ASSURANCE COMPANY POlIC�f NUfitib@T 8 _ -up rOOSF _ v�l ax � - k Effective Date 0 7 2 5=2 014, Named( ted SEASIDE GAS=SERVICES, INC EOGERS _AND GRAY INS AGENCY INC Agent No 200379 ' Agent Name _ _ _ r >Y SECTION S UABBJTY—DECLARAMIONS ' 1. jC©VEtRAtiES LIMITS R "Y Uat►iGtj►&fliletlxW Expenses Each O ccur enee $ 1, OOU, 000 ".3 Personai S'Advertising iniu y Lunit , ;1 0 0 Cl, 0 0 0= t _w Damage To'Prerroses Rented To You $ 5 0 0, 0 0 0; Aggriegatete►xt Products-Corr�ietedOperar♦ons $ 2,o,O.U, 000 ., , Aggregate'Lar�t &ibept P►odu M-Gompieted Operations $ . =2,0 O:U, 0 0 0 Med Expense Lunt Per Person $ 10,0 0 0' f _ L�A�IIL,tr1f SCHEDtItE w-SMATE Mp,! ttowdRlf 018 PREMISES NO 1/1 CLASS COLfE 7 4781 DEDUCTIBLE (PROPERTY DAM. - UABIUTY NONE a w W,- . - 3 CLASSIgCATION HEATING COMBII�YELI: HVAC " x '; 'a'a" .J' z - - g piiF.NUM SASlS;: X k06WRE RATE ADVANCE PREMIUM k,PjAYROLL, 8,6;0 0 S 3 8 5 2 1, MEroaY olt3 } $LATE MA PREMISES NO 1/1 - _: CLASS t 74111 DEDUCTIBLE PROPERTY�ANIAGE U1181LRY NONE ' " INSTALLATION, SSRVICE & REPAIR: I. CtABSiFiCATION APPLIANCES! t. ACCIESSORI ES; ;� Y =414 p UN ggSlS . EXPOSURE.. RATE ADVANCE P{ MIUM X < � ." l ,F$ FA7PROLL ' " pREM15E5 NO 2/1 $TAME.+ MA TERRITORY 01 t3 1_il _ CLASS COOS. 74111 DEDIICTIBIE PROPERTY DAMAif"aE UABIUTY NONE CLgSSIfCAT10N APPLIANCES & ACCESSORIES INSTALLATION, SER`TICE & REPAIR ii :: PREIhBUM BASIS. EXPOSUi RATE gpYANCE PREMIUM 1 s « = PAYROLL _ Y Y _ g _ 3 9' p L - N�-.. F t ' t h $, ':) vim:: { ' Page t Lill@ 111iT �. MSt1R"COP+ - _ r �a _ .: � s = . �_. . _ ., n. . h... ... Mass. Corporations, external master page Page 1 of 1 William Francis Galvin Secretary of the Commonwea 4,h of Massachusetts x Corporations Division Business Entity Summary ID Number: 000948214 Request certificate New search) Summary for: SEASIDE GAS SERVICE INC. The exact name of the Domestic Profit Corporation: SEASIDE GAS SERVICE INC. Entity type: Domestic Profit Corporation Identification Number: 000948214 Date of Organization in Massachusetts: 03-30-2007 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 67 HELMSMAN DR. City or town, State, Zip code, YARMOUTH PORT, MA 02675 USA Country: The name and address of the Registered Agent: Name: KEVIN C. SAUNDERS Address: 67 HELMSMAN DR. City or town, State, Zip code, YARMOUTH PORT, MA 02675 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT KEVIN C. SAUNDERS 67 HELMSMAN DR. YARMOUTH PORT, MA 02675 USA TREASURER KEVIN C. SAUNDERS 67 HELMSMAN DR. YARMOUTH PORT, MA 02675 USA SECRETARY REBECCA J. SAUNDERS 67 HELMSMAN DR. YARMOUTH PORT, MA 02675 USA VICE PRESIDENT DEMITRI CHALKE 6 SASSAFRAS LANE MARSTONS MILLS, MA 02648 USA" DIRECTOR KEVIN C. SAUNDERS 67 HELMSMAN DR. YARMOUTH PORT, MA 02675 USA Business entity stock is publicly traded: r http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.a... 6/5/2014 . ' The Commonwealth of Massachusetts Departwgd of lndmastraal rlctddents Office of lnvesdgadons kip 600 Washington,Street Bostai;MA 02111 www.mtas&gvu/dita Workers'Convensation Insurance AMdavit:Buffders/Confractoml'lectriEc$ans/Plumbers Applicant Information Tease Print Lc WIV NaMe(Busfte990tSanizZd=tJnd s� Kevin Saunders Address: 67 Helmsman Dr . . Yarmouth P"ort,'MA02675 -a - 1-2786 CatylStatt��i�D: Phone-tr: 50877 - re you au em)Wyer?Check the appropriate box: 0�pe of project(required):.; 1.[ I am a employer with 3 4. Q I am a gem-al contractor and I employers(fttll aaudlcrrport-time).*. have heed the star-contra tors 6. Q New constuction - 2.0 1 a=a tole praprie1xr or partner- hsfzd on the attached sheet 7. 2 Remodeling skip and have no employees These sub-^contractors betvc $. Q Demolition working for Me in nay capacity. employees and have workers* [No v�+oxk s'comp.insurance comp.insurance 1' 9. ElBuildi�addition required.] 5. Q We are a corporation and its 10.0-Electrical repairs or additions officers buys exwmised their -3.Q I a hoxncown�doing all work 11.Q P9t�bing repairs Or' additions . myself,[No woA-m s'cam, right 6f exemption per MGL 12, hoof repairs c. 152 1 4 and we have no ;fit�iih'�rtf:E retFttir+ d.j t , � E ), � i3.Q Other - employees.[1b workers' coup.insurance regisired.] *Any sppU=t tit the im box 4l must 4w ffU cut dz secdiao beiuw shi)wins worker'compmsabon policy inimatiam. t Homeowners who submit this affidavit indiming they am doing all wark and thm hire awatside comu=tan rru st subs anew affidavit ia&c&ting sua4. tGoutn atom that rbeck this box must at=hed am ulditio:W sheet showing the mom of tht sub-ontramn and stet~whe'tlrcr ornot those cu acs bave eoVioyees. If the sub-conmact=3rave employs,They must provide their vrWanl comp.policy number. f am an employer that is provi ft workers'compensation insurance for cry employees Below is the polky=d jab site information. Insurance Coirp y Mane: MSA Assurance Co Policy#or Self ins.Lie.r MPT4469F Expiration Date: 7125114 Job Site Address: 562 Shoot Flying Hill Rd ` CitylStatel�ip: Centerville,MA 02632 Attach a copy of the workers'compelFs tiou policy declaration page-(showing the policy number and expiration date). Esilurc-tic secure coverage as required under Section 2:A of MGL c. 152 can lead to the i=positim of crkniaal penalties of a fine up to$1,500.00 and/or one-year imprisonmenl�as well as civil pr.nalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the a advised that a copy of this statemedt maybe forwarded to the Office of Investigations of the b cu $ e verifa,:ation. :,Ihereeby certi a rs, sl penalties ofperjw:p that the information provided above is true and correct to e- 6-2-2014 te: -0 _ house trial use only. Do not wr a in this area,w a comp et y do or town of tclaL City or Town: _Permit;'f:icense# •Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTawv Clerk 4.Electrical Inspector 5.Plumbing Inspector G.(?ther Contact Person Phone#: Regulatory Services NAM Thomas F.GeRer,Director Building Division Tom Perry,Building Commissioner 200 Main Sheet;Hyaunis,MA 02601 www.lown-barustable.ma.us Office: 508-862-4038 Fax: 508-790.6230 Property Owner Must Complete and Sign This Section If Using A Builder Thomas Whelton arse/or Lucy West� ,as Owner of the subject property hereby authorize Kevin Saunders to act on my,behalf in all matters relative to work authorized by this budding permit. 582 Shoot flying Hid Rd,Centerville MA 02632 (Address 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 ted. Signature of Owner ature of Applicant t cMa�) (, vu-Q ,mil Kevin Saunders Print Name Print Name Date Q:FORNMOWNERPERMISS(ONMLS < TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma �.3 Parcel Application #� p pp Health Division Date Issued Conservation Division �� j�4�5 Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address -5R7 JkQoTFLNinY ALL Village C6&!rB Py/G.LE Owner,�urT�sT TNo>ti1 � .7 _ Address SMoTgoG[ Telephone �"� 235-8631 Permit Request BLAILD Am ADID p3a 60,kR975 C-+ AWES AcE4&%,)Q04D UL,4T10IJ TC7 7?JSS 15X1�r1IJla Is-r rLw)e. cUOIST 309y,3 Square feet: 1 st floor: existing proposed 1ZS3 2nd floor: existing � proposed' L!W Total new-W Zoning District Flood Plain y Groundwater Overlay Project Valuation i 1,dam Construction Type l�m Lot Size9y Y.SF Grandfathered: ❑Yes g No If yes, attach supporting documentation. .Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 20 fS h fe-111 Historic House: ❑Yes 4No On Old King's Highway: ❑Yes JVNo Basement Type: ❑ Full ,Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)� Basement Unfinished Area (sq.ft) 224oS, F a - o Number of Baths: Full: existing 3 new _ Half: existing raw Number of Bedrooms: existingonew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: >(Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes XNo Fireplaces: Existing -1 New Existing wood/foal stove-❑l ANo o, Detached garage:gexisting ❑ 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 ANo If yes, site plan review# Current Use AvM 11 . Proposed Use AY►'t Lt- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1T sl6>JSmS Telephone Number Address License #C-5 (y�� tT,%fJb9X ,M,9 026Y!J Home Improvement Contractor# Worker's Compensation # V E. 12AM4 A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /,UA SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED 'QAP/PARCEL NO. I ADDRESS VILLAGE i OWNER, ' DATE OF INSPECTION: t ' •__FOUNDATION �IISIW ' FRAME I o f g oe, INSULATION lu = .a FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL . FINAL BUILDING DATE CLOSED OUT r 3 ' ASSOCIATION PLAN NO. k II p 1 L r F The Commonwealth of Massachusetts pant Form Department of Industrial Accidents Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):CZT Address: L/-3 SeC-&J S-M l� &,,�p - City/State/Zip: P4A5 4par hJA 021.�c Phone#: 500 2 - 1 Are you an employer?Check the appropriate box: Ty�F] of project(required): 1.El am a employer with 4. am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling shipand have no employees These sub-contractors have 8. E]Demolition working for me in any capacity. employees and have workers' 9 ['Building addition [No workers'comp.insurance comp.insurance.: required.] 5. (] We are a corporation and its 10.0 Electrical repairs or additions 3.0.I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicatingthey are doing all work and then hire eY g e outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name ofthe sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. P Y I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Liic..#: ��2,� �6A Expiration Date: Z Job Site Address: .8c c ) TF[u///l� 1�11.1. 7d/;0 City/State/ZipC—Mr ,QI!!(l r .M Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). "Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D or insurange coverage verification. I do hereby certi_ u4Wr the ai n en o _er'ury that the information provided above is true and correct. -- -- Sigg ature:: -_. Dater L I0 Phone#: �d066 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityffown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A CERTIFICATE OF LIABILITY INSURANCE � 4TE(MM! 1�) ii14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights tD the certificate holder in lieu of such endorsenen s. PRODUCER CONTACT NAME: Mycock Insurance Agency PHONE 508 428-3511 AlaFAX N (508) 420-5584 20. School Street, PO Box 437 E-MAIL Cotuit, MA 02635 ADDRESS: cock[m cocks en .com INSURERS)AFFORDING COVERAGE NAIC# INSURERA:Norfolk rk Dedham INSURE INSURER B Steven H Cook INSURER C: dba: Cotuit Bay Design INSURERD 43 Brewster Road INSURER E: Mashpee, MA 02649 [INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD Et POLICY EFF POLICY EXP LTR TYPE OF INSURANCE 1 SR VIU% POLICY NUMBER M1ErfYYY) (MMIDDIYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES(Ea occurrence) CLAWS-MADE OCCUR IVIED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'LAGGREGATE LWMITAPPUES PER PRODUCTS-COMPIOP AGG $ POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB a..idert $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS eraccident $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WE127686A 4/12/13 4/12/15 WC STATU- OTH- AND EMPLOYERS'LIABILITY Y I N ANYIBXN � N!A E.L. ACHACOEr ZOO OOOOFFCEWMEPROPRIMIXCLUDF� TIVE (Mandatory If ye S6under describe in and er E.L.DISEASE-EA EMPLOYEE $ 100,000 s, DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICYLIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Rerraft Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 'IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORM-EDREPRESENTATIVE Ronald J Mycock ,01988 2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are regist>ered:marks of ACORD Phone: Fax: E-Mail: COTUIT BAY DESIGN,LLC 43 Brewster Road Mashpee,MA 02649 508-274-1166 www.cotuitbaydesign.com Workmen's Compensation for SubContractors Project : 582 Shootflying Hill Road, Centerville, MA 02632 Excavation &Sitework Douglas A. Brown, Inc. PO Box 145 Centerville, MA 02632 WC Policy: Farm Family Casualty Insurance 2001W6443 Expires: 3/3/2015 Foundation Formwork Bay Colony Concrete Forms, Inc. PO Box 469 Cotuit, MA 02635 WC Policy: The Fairway Agency WC0002466 Expires: 3/31/2015 Framing: D&M Construction, Inc. PO Box 190 South Dennis, MA 02660 WC Policy: Byden and Sullivan Insurance Agency of Dennis, Inc. WC231S351409023 Expires: 4/20/2014 Electric Coleman Electric, Inc. 62 Fleetwood Path Marston's Mills, MA 02648 WC Policy: Travelers Insurance Co. Expires: 08/05/2014 I E U B3257 R61513 Updated:0411012014 Page 1 of 1 t Massachusetts Department of Environmental Protection ; Q�ZrrFro Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability g t4 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �aQ�Yk and § 237-1 to § 237-14 Town of Barnstable Code DA- 14005 A. General Information Important: When filling out From: forms on the Barnstable computer,use Conservation Commission only the tab key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Lucy W.West&Thomas W.Whelton return key. Name Name 582 Shootflying Hill Road, ICE Mailing Address Mailing Address Centerville MA 02632 City/Town state Zip Code City/Town State Zip Code 1. Title and Date (or Revised Date if applicable)of Final Plans and Other Documents: Site plan 1 012 3/2 0 1 3 Title bate Title Date .. Title Date 2. Date Request Filed: January 14, 2014 — . B. Determination Pursuant to the authority of M.G.L. c. 131, §40 and §237=1 to§237-14 Town of Barnstable Code, the Conservation Commission considered your Request for Determination of Applicability,with its -supporting documentation, and made the.following Determination. Project Description (if applicable): 4 Construct addition and relocate septic tankipump chamber. Project Location:, 582 Shootflying Hill Road Centerville Street Address Village 193 03a Assessors Map Number, Assessors Parcel Number vwafcrm2.doc-Request for Depalmental Arlon Fee Traisrrittal Fcrn•rev.1016,O4 Page 1'of 2 „ L'd bb££=Ob9-SOq ed'Aelneo-siepuelef eLLIM LOadV Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands — n f Applicability ' VIIPA Form 2 Determination o pp y �' = w;,s�. ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 '�a �39•�`�� and § 237-1 to § 237-14 Town of Barnstable Code DA- 14005 B. Determination (cont.) The following Determination(s)is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions(issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD)has been received from the issuing authority(i.e.,Conservation Commission or the Department of Environmental Protection). ❑ 1: The area described on the referenced plan(s)is an area subject to protection under the Act. Removing,filling,dredging,or altering of the area requires-the filing of a Notice of Intent. ❑ 2a. The boundary delineations of the following resource areas described on the referenced plan(s)are confirmed as accurate,Therefore,the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. t ❑ 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ❑ 3. The work described on referenced plan(s)and document(s) is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. ❑ 4. The work described on referenced plan(s)and document(s)is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore,said work requires the filing of a Notice of Intent or ANRAD Simplified Review (if work is limited to the Buffer Zone). ❑ 5, The area and/or work described on referenced plan(s)and document(s)is subject to review and approval by: Barnstable Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: § 237-1 to § 237-14 Town of Barnstable Code " Chapter 237 Name Ordinance or Bylaw Citation wpaforrnMoc•Request for Ceparlmenta Action Fee Tmnsmitta:=arm•rev.10r&04 Page 2 of 2 Z d tib££-ob9`809 ad 'Aelneo-siepuel of , .eL 1,10 0 1 l0 ady Massachusetts Department of Environmental Protection y Bureau of Resource Protection -Wetlands Hs8YYT48fr& ;. LIWPA Form 2 — Determination of Applicability p„a Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 uSf9. and § 237 1 to § 237-14 Town of Barnstable Code - DA-14005 B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act- 0 7. If a Notice of'Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any ' adjacent lots formerly'or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided . parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality., - ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination' . Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Departmen'L Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑, 2.The work described in the Request is within an area subject to protection under the Act, but will. `not remove, fill, dredge, or alter that area.Therefore, said work does not require the filing of a ; Notice of Intent. ® 3.The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore,said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). a) Sediment controls shall be deployed at the work limit; b) Roof run-off from the addition shall be directed to drywells or French drains; c) Prompt loam/seeding following the work, d) Advance consultation with the Conservation agent required for mitigation planting.r ❑ 4.The work described in the Request is not within an Area subject to protection under,the Act (including the Buffer Zone).�Therefore, said work does not require the filing of a Notice of Intent, r subject to protection under the Act. • unless and until said work alters an Area i wpzlorm2.doc•AeauesE tc'OepartmentaE AtGon Fee Transn-aUal Porrn•rev,10164104. •Pa} 2 aQ £`d tib£8-0b9-808 ad 'Aalneo-saapuel of eL 1,10 E 1,,10 add M00000huoette Department of Environmental Protection oFss+¢ro� -- Bureau of Resource Protection -Wetlands. WPA Form 2 — Determination of Applicability. I DIUIT Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code DA- 14005 B. Determination (cont.) , ❑ 5.The area described in*the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: ` Exempt Activity(site applicable statuatorylregulatory provisions) ❑ 6.The area and/or work described in the-Request is not subject to review and approval by: Barnstable Name of Municipality Pursuant to amunicipal wetlands ordinance or bylaw.. ,. 237-1 to §237-14 Town of Barnstable Code Chapter 237 Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ by hand delivery on - by certified mail, return receipt requested on FFa A 1 2914 Date Date This Determination is valid for three years from the date of issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan).This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws,or regulations. This Determination must be signed by a majority of the Barnstable Conservation.Commission. A copy must be sent to the appropriate DEP Regional Office(see htt :/lutirw.mas boub're ion.find,our.litm)and the property owner(if different from the applicant). Signat Date wpaform2.doc-Request.for Departmental Action Fee.Transm tlal Form•rev.10ro/N r Page 4 of 2 b d ad'Aelneo-saepuel of; eL 110 E l l0 adV Massachusetts Department of Environmental Protection 04T99 LI Bureau of Resource Protection -WetlandsWPA Form 2 -- Determination of Applicability : 8AUST.ML ; Massachusetts Wetlands Protection Act M.G.L. c. 131,, §40 and § 237-1 to § 237-14 Town of Barnstable Code DA- 14005 D. Appeals The applicant, owner,any person aggrieved by this Determination,any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see http:l/vrww mass gov/dep/aboutlreglon.findyour.htm)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form)as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations,the Department of Environmental Protection has no appellate jurisdiction. i wpaiorm2.doc•Request fcr Departrtienlat Acton Fee Trawriltal Forrn•rev,to/&o4 r Page°of 2 5•d- ad'Aelneo-saepuelef eL6I0£t• l.oadb' CZ2 KY Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 176576 27 Type: LLC Expiration: 9/3/2015 Try 244445 COTUIT BAY DESIGN, LLC. STEVEN COOK 43 BREWSTER ROAD MASHPEE, MA 02649 s "Up date Address and return card.Mark reason for change. Address Ej Renewal Employment Lost Card SCA 1 w 20M-0511 1 - U/re TQOn7t97zo�r[ue[LLc�o�C��C6J:JrtC�rcJelt - - Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _ gistration: .176576 Type: Office of Consumer Affairs and Business Regulation xpiration: -.9/3%2075__, LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 t COTUIT BAY DESIGN,;LLC: STEVEN COOK 43 BREWS TER ROAD MASHPEE,MA 02649 Undersecretary of valid without signature Unrestricted-Buildings of any use group which t Massachusetts -Department of Public Safety contain less than 35,000 cubic feet(99 IM3),Of Board of Building Regulations and Standards enclowd space. Construction Supervisor License: CS-099462 STEVEN H COOW 43 BREWSTER ROAD s MashpeeMA 02649 Failure to possess a current edition of the Massachusetts state Building Code is cause for revocation of this Pcense. Expiration For DPS Licensing information visit. wwW-Mass.Gov/DPS Commissioner 0711612015 April 4, 2014 Mr. Tom Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 582 Shootflying Hill Road, Centerville, MA 02632 Dear Mr. Perry, I am the Owner of the above referenced property and this letter shall give Steven Cook of Cotuit Bay Design, LLC my authorization to apply for a building permit for the construction of a one story addition to our home. Cotuit Bay Design, LLC will be the General Contractor. Should you have any questions about this authorization, please do not hesitate to contact me at your convenience. Regards, Lucy W. West 582 Shootflying Hill Road Centerville, MA 02632. 781-235-8631 PROJMCT ADDRESS: PERMIT# .PERMIT DATE LAl . AGP: 03 LARGE ROLLED PLANS Alm Box $LO . Data entered in MAPS program on: BY:. ` SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 phone 508-428-3344 September 9, 2013 Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Chapter 91 License Application Lucy W. West&Thomas W. Whelton c! 5 82oot€lyingIill;Roadente�vle R Dear Mr. Perry, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-5 of the Department of Environmental Protection Waterways license application and plans for the above referenced project. Would you please review the application, and sign the Municipal Zoning Certificate and return it to me in the enclosed self-addressed stamped envelope at your earliest convenience. Thank you for your,assistance in this.matter. If you have any questions,please contact the office. Very truly yours, 4�aulaSullivan Sullivan Engineering Inc. r Attachments Massachusetts Department of Environmental.Protection Bureau of Resource Protection -Waterways Regulation Program X2573811 . Transmittal No. Chapter 91 Waterways License Application -310 cMR 9.00 Water-Dependent,.Nonwater-Dependent,Amendment G. Municipal Zoning Certificate - - Lucy W.West&Thomas W.Whelton Name of Applicant 582 Shootflying Hill Road Lake Weguaguet Barnstable. Project street address Waterway (Centerville) Description of use or change in use: To permit and maintain an existing ramp and float which was permitted by the Town of Barnstable Conservation Commission and DEP under file#SE3-2721 in 1994 To be completed by municipal clerk or appropriate.municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws.. Printed Name of Municipal Official Dat ignature of Municipal Offi`i L Title Cityrrown C#911;pp dee Rev.9803 page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection ' Waterways Regulation Program X257381 Chapter 91 Waterways License Application.=310 CIVIR A00 Transmittal No.. Water-Dependent, Nonwater-Dependent,Amendment Important:When fillingou t forms A. Application Information ;(Check one) on-the computer, use only the tab'; NOTE: For Chapter.91 Simplified License application form and information'see the Self.Licensing key to move your Package for BRP WW06 ; cursor-do not keeyahe return Name(Complete Application Sections).,, : Check One Fee„ Application# - WATER-DEPENDENT= .General A=H ( ) :. ®Residential with <4 un.its $215.00 BRP WW01a ❑ Other $330.00 -BRP WW01 b For assistance ❑ Extended Term r . $3 350.00 BRP WW01c in completing this --•-- -----•-- ------- - - - - - - - --- - - - - application please Amendment A-H - - - - - - - - - - see the ) ❑ Residential with 4 units $100 00 BRP.W1NO3a, "Instructions". - -,:. ❑ Other, $125 00; :_ BRP WW03b NONWATER-DEPENDENT Full(A-,H) u ❑ Residential with <4 units $665.00 BRP WW15a" 74 []'Other -' $21005.00 . BRP WW15b : Extended Term .v $3,350.00 BRP WW15c ---------------------------- Partial (A-H) ❑Residential with <4 units $665 00. BRP WW14a ` ,..❑ Other L. ,$2,005 00 BRRWW14b. El Extended Term $3,350M BRP WW14c Municipal Harbor Plan(A H) .:ElResidential with<4 units $665 00,` BRP WW16a W : ❑Other r $2,005:00 BRP WW16b f T - t Extended Term' $3;350.00, -BRP WW16c :- - . ;Joint MEPA/EIR A H - - - - - - - ( ) ❑ Residential with<4 units, $665.00 BRP WW17a El Other a �. $2;005.00 BRP WW17b. ❑ Extended Term' $3,350.00 BRP WW,17c ---- ------ Amendment(A-H) ElResidential with<4 units $530 00, BRP;WW03c ❑.Other r $1,000t00 BRP WW03d a 1: �❑-Extended�Term 1 �'', $ ,335.00 BRP WW03e .j t CH91App doc Rev 08113 Page 1 of 13 t , n Massachusetts Department of.Environmental .Protection Bureau.of Resource Protection -Waterways Regulation Program' . X257381' Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,lAinendment B.`Applicant_Information Proposed Project/Use Information 1. Applicant: k Lucy W.West&Thomas W. 1Nheltonhv Name. E-mail Address _650 Columbus Ave. Apt#432 Mailing Address Note:Please refer Boston to the"Instructions" MA r 02118 City/Town State W. _ Zip Code' MEMBER Telephone Number F Fax Number 2. Authorized Agent(if any): Sullivan Engineerin Inc: john@sullivanengin.com Name E-mail Address 7 Parker Road, P O Box 659 Mailing Address Osterville w . MA h 02655 Citylrown State Zip Code 508-428-3344 4 Telephone Number Fax Number C. Pro posed pos e P ro J ec t/U se.Nlnformation .. 1. Property Information.(all information must be1provided):t Lucy W West&Thomas W.Whelton Owner Name(if different from applicant) 193 034 41 67.7701 -70 351913 Tax Assessor's Map and Parcel Numbers Latitude - Longitude 582 Shootfl in Hill Road, Centerville _ . MA ' `02632 Street Address and City/Town f.: . State Zip Code. - f Registered.Land ❑ Yes Y ® No, . 3. : Name of the'water body where the project site is located: Lake Wequaquet 4. Description{of the'water body In which the.project site is located (check all fhat apply) Type.' ° Nature besignation ❑ Nontidal river/stream ® Natural �. Area of Critical Environmental Concern 4, _ - ' ❑ Flowed tidelands '❑ Enlarged(dammed ❑_Qesig'nated Port AreaEjr ' Filled tidelands ❑ Uncertain ❑ Ocean Uncertain, Sanctuary ®.Great Pond ❑ y ain rt ❑ Uncertain. t . v a '• ...a .•.. .. _ ry CH91App.doc•Rev.08/13 a Page 2 of 13 f Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X257381 Transmittal Chapter 91 Waterways.License Application 310 CMR 9.00 " 1 Water-Dependent,Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cost.) 5 Select use(s)from Project Type Table 5. Proposed Use/Activity•description g on pg.2 of the F "Instructions. To permit and maintain an existing ramp and float In Lake Wequaquet ..ThePdockYis used for - recreational purposes. A 6. What is the estimated total cost of,proposed'work(Including materials & labor)? $0.00 already exists 7. List the name.&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is'defined as the owner of land.that shares a common boundary'with the project site, as well as the owner of land that lies within 50'across a waterbody from,the project. R Arthur& Betty,L:;, 27 Haviland Way, Centerville, MA '02632 ' Williams Address Sheldon F&Salijane '602 Shoofflying Hill Rd, Centerville, MA 02632 T Stewart,Tr.; Stewart Rlty Tr Address. w y Name: Address ' .. ... 'F a .: '• ..a . . i D. Project Plans r z 1'.`:1 have attached plans for my project in:accordance with the instructions contained in'(check one): ® Appendix A(License plan) ' ❑ Appendix B (Permit plan) F. 2. bthe"StaW and Local Approvals/Certifications ❑401 Water Quality Certificate t. Date.of Issuance ®Wetlands' SE3-2721. File Number ❑ Jurisdictional Determination : JD- _ File Number ❑ MEPA ,r File Number EOEA Secretary Certificate Date e ❑ 21E Waste Site Cleanup RTN Number ..E CH91App.doc Rev.08/13 Page 3 of 13 J { Y ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X257381 Transmittal No... Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment E. Certification r All applicants,.property owners and authorized agents,must sign,this page. All future application, ' correspondence may be signed by the authorized agent alone:. "I hereby make application for a permit or license to authorize the activities I have described herein."Upon my signature, I agree to allow the duly authorized*representatives of the Massachusetts Department of Environmental Protection and the Massachusetts'Coastal Zone Management Program to enter upon the premises of the project site at.reasonable.aimes for the purpose of inspection." 1_hereby certify that the information submitted In this application.is true and accurate to the best of my knowledge Appl icant's signature Da te• Property O wnerssi nat re(if.dife+re nt than applicant )) Date , 13 Agent's signature(if applicable) r Date e . a y. e y Y a CH91App.do6,• 1' Y Rev.08/1'3 Page4of13 • Massachusetts Department of Environmental Protection. Bureau-of Resource Protection -Waterways Regulation Program X257361 Transmittal No Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment F. Waterways Dredging Addendum. 1. Provide a description of.the dredging project [l Maintenance Dredging,(include last`dredge date& permit no.): :❑ Improvement Dredging Purpose of Dredging„ 2: What is the volume (cubic yards)of''material to be dredged? 3.2 What method will be used.to dredge? �\ f+ ❑ Hydraulic El, Mechanical Other • • 4. Describe disposal method and rovlde dis osah location include se Harate tlis osal'site Location ma P P. P ( P P P) 5. Provide copy of grain size analysis. If grain size is compatiblefor beach nourishment purposes, the . Department recommends that the dredged,material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 3:10 CMR 9.40(4)(a)1; public access easements below the existing high water mark shall be secured by_ applicant and submitted to the Department. t • .a ... � tIF ~r 3 . ,r " :.r S .. ,L • a rf 1 y CH91App.doc' Rev.08113 .... , Page 5 of-13 41 Assessor's office n st Floor): Assessor's map and lot n•tuber `� per- of TM r ro Conservation(4th Floor): -- .r1 �r �n=� Tti Board of Health(3rd floor): � �� Y�TE • y�tL Sewage Permit number �:/ �:✓— AM� 6 � ��s�a. •d� Engineering Department(3rd floor):. 6NTALL0 1�1 CO AMP House number Definitive Plan Approved by Planning Board - L ,1 3 h APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.Worily TOWN OF BARNSTABLE BUILDING INSyPECTOR APPLICATION FOR PERMIT `I` -F;�U Y TYPE OF CONSTRUCTION _U��D (/j(,Q 2 19 9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: . �l I Location 579 Z Proposed Use �( - Zoning District' Fire District-- Name of Owner`I q L/ V��-a �'c�S -- Address �O a 67 Name of Builde(fa[,'�fd") .I/ Address 0 I I Name of Architect Address Number of Rooms Foundation Exterior Roofing � C Floors Interior .Heating � � �!� Plumbing Fireplace �� Approximate Cost Area 22110 S� Diagram of Lot and Buildm with Dimensions IS4 v c— Fee O —Tqql kW ��Jq),. �a t -1- OCC PANCY PERMI91MCFUSED,FOR NEW ELLINGS I here agree to conform to all the Rules and Regul tions of the Tov n of Barnstable arding the a0M constructio . Name C�La& C nstruction Siipervisor's License (20 t &e,)G"PeelaV t"2 4 8 ELIAS, JAY No 3 6 7 3 3 Permit For BUILD DWELLING `,4• 2 STORY J Location 582 Shoot Flying Hill Rd. Centerville OwnerJay Elias _ Type bf Construction Lot Plot Permit Granted - May 27 11 94 v Date"of Inspection: 7/ ��Frame Insulation ( s. 19 - Fireplace ' 19 Date Completed 19 c -• Q=4'74.17� K A=loo.oa• �-• V�D`, t Qr' PACs--.L. 1-7,40 4 • r tl v 1 4L"t ��D11( T'D'i-tS PLA u l5 ,..rar P.sN•�tL"':.o a�..a N I O AN Aci-4Z f � �'`��N ya „ 'T7.1 E. a�-f�£-r'� �rfc�.,�G ►.rra�- Pa'L as a der) -yo br—re -m u E Lc•3T ri SEA TOw" c.F (-A VL K'�--rA s?--L.C- Q.VA"flen CoLAM I•.aa6.des#-4 v �C,^l, �,•ti 'I:i.°any..-��t _o ti rQvL�fl rt«H n�t . ..NA'M 0. tc L :• 3 4 d '.L 41. ! I Z! t• S. N 71 (�4 Xs4?1ou Q41L- Ate- a-r--- S Mi4P 193 PLL 34 t�ti 58rL I C�QTT Fv THAT l`4e �GU/J�A I�OLJ S��cswul G�Q.TD !`tE: D P i-®T pLA ti.) FtEPec> .D C- nmDL-sES vw,"71+ •-44a S,DeLINE AiJO Lc�GA i icati-D #{ 5�2 s+Imt FL�,�t. t I�L ao 30�1 0/t o � Trh� Fau�t�A T')ot,..i IS Lccr1T�D w,T"W R D r ram -r�1 McN�nn �sr-� �6.,D ��A SGl�L-E I = 4 0" b-A i.= 05. 21� •�`i� FEEMA No-r M4P LA-CS PL A CATE -46 '14 _ PL. (>4. Il-6 PitD�-E 33 - -------____. PEA-,eTe a.. E- , I Lae . <�ot+� Q. E L.l._D 5 , P. �.S . �I STD f�"� LA�..�b �,.�..,(l..r>�v��:•�� APbLk::.ADj-r:. . Ay M. ELIA-S .�___..�_�__---.-'--_�._____,___-�--tea- • Failure tooaWsa aoarrent COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY =� 1 tassaa6assMSIO SoUding OF I ONE ASHBORTON PLACE r C.da/saa8"f4wr�ation MASSACHUSETTS BOSTON,MA 02108 or thisHaMM� LICENSE CAUTION EXPIRATION DATE CONSTR. SUPERVISOR FOR PROTECTION AGAINST 01 /10/19 96 ' EFFECTIVE DATE LIC-NO. THEFT, PUT RIGHT THUMB RESTRICTIONS PRINT IN APPROPRIATE NONE a 06/30/1993 006422 BOX ON LICENSE. GUY M COLETTI �! 15 LONG POND CIRCLE BLASTING OPERATORS m CENTERVILL MA 02632 MUST INCLUDE PHOTO. PHOTO(BLASTING OPR ONLY) F\ 0.00t' ' NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY * HEIGHT: PED-OR-SIGNATURE Of THE COMMISSIONER I.. THIS DOCUMENT MUST J£ r SIGN NAME IN FULL ABOVE SIGNATURE LINE CARRIED ON THE PERSON( SIGNATURE OF LICENSEE THE HOLDER WHEN EL- - - OTHERS-RIGHT THUMBPRINT GAGEDINTHISOCCUPATIQ`'�. SSIONER. OF - �- S3-3- L`T �c�ss�c- C �JS�•T3�S d213 3 'WORXERS'COMP3DgSAa-ION D URA jC£AFHDAVrr �ircuiscrl�micu� rcatlz s principal plaoc vfbafUl=l •. ... do ficrcbycatifj nndu ChC P:i=2.dpCr='d=vfpa j g,; _ jj 3 I_m an cmplowcrproviair�the followwuns%„orlccrs'compcnsauon covcr� for °b' b'c mycmPloyccs.aorl:i r'S cn rlii� 7nsumncc Comp.ny -Poliry Numbcr 3 I nm a solc proarictor�nd h2vc noonc%york;ng for me l 2m 2 sole propricto gene J contrczo r homcownU`{10 �c chc follow»r µ (ardc one'or c: ):n d h:vc hired the conmCroa iisccd COmpo=tion ian=ncr-poud,= .. bdo.� N=mc of�n:rror ]nsur Cc7Jxuylt�oUcyNrmbcr ?mot-„c ofCor;;,_aor , 1 n=mncc Ccrap;aynolkyhomBa LD per:c.�-.:c C_«<L�-=e:r«<e:v -.J;C tt<Iae<�<e.r«slao<er er to le treieces be oc e« /S «rt<;-cry`Lc.ixCcl_-<.: � -lv c< tS<r.cvclr r-�r�t tSc'ccco tKoot�cc<c-?J)- t Ge ' .-teeet JCL C 152. r l:ci<i�r�r•rc.�<r:_I<�.�cl<r�c�o<�<ri�'o.a � r �`a<tfocal:c<ot< c/,« _.� c:.::�; c <r.< ✓<�_:-<rr c. ?-l�:rr;_'/,<c�«c-O!7;«c!J :-.<c fcr•« <r�<<GaICCr.`G�_ rr< / •.<�!_«w<C-.— <�!<C.•.s<G<.:.1cr✓<' c%_J/.G��/ 7 , G• l t_ �..��. 'cr:= �i�]J=c.:_:1-_e(C t.'.ctr.-�cl:ci•r. frr.. c. _i C•G.C•G_ •- <c. c.� cc cri yc::_.l c�'.. .. YG c="' -.. .. _ �:�:r•t:ttc(cr-c�c<<c-t'ictl:Orl��-�� = ' r — i 41, J w �-�•.y � ?Fnr A,. �"r,�y,,+L"'a �.��,�,�ty 3F�'i'!'S�r+Hr:`1�+ .�a1�-_. ��pllr�- �L.cyh�ion I'I Gtw&s swe:� _ —G �rmoveD er duww er _ 'oe T ... I. rd�e G.>f1Al}tins fAa.rJ v�r� --- --`- ---`MT W71 ter' r1 .•1 J �1 xwr�IL� -D' �vrnovtu n wawa n art: •zd�- -�� oa.wmo wuwtt A2-lo.... . �I,.- e-l-k sLiPPOrt:_}D .be b e�GUI-ff l osl. n a7 Lj bes tv yC u -tr4 Ilia . !l - �, ,..� G.D� -� max. al1M in, 0 0 z_ " 4 I — t + + fi tIt fi't fij� 4- 4 ll Lo�Stllr�a{zS_-. . on UP'XZ _ I I L ------ �j 4-.4 UP 1k. 4 I o �.;.:1 -PLI ' l�ro uwet� Wovo o � a u i 0 - n II,, I ie-AEn- r.-� elnln4 II 9 00_ c .e 4�.� morn o Q s ° E o E N -0 n Zr' W — JY 1�FL - 29u} z�lL 2g21 IZ�Iz 2zm-4 1zliZ n-oI 4-4-° FI r,5 1 fi-vo11, rLkn _ I Nt11w[D M OMvm n MAll:n . I- onwwiw rwue[n A4-L 11- " 'rip 4-1" c:41 5-8 2-4' Z'� b'-D1 ��3J�8" I .Z&Z .'.,-�_IZ----1�7�-r..�JL-. f'JEDRDOfTI��- �E,DI�DvtP�S -9 5,-4„ ? a c u Z 3gii JQ- on 5-8 Z¢n a �• -� br-Droeq*3 6EDKOOITI�2- ZSz4 Izllz —4 I�Iz 1�u1. I�IL Id' IZ ID u � 40-0 ;as-� Zkio rl Le. Iz cix.:UnAer:k%sP6]t_- 3_rod1S °GOk h+ra cI s d1I IY� DI� yarn! �]Ia11S-- sp r c if ICo OG... Ul h lte I n rll. JDI -� 11L.1_DX. D�I.G'.C...2XIOfI� - IX3bnklm -zx s�l�" w srl un�r._'an'h�c alts 3-2xIzS e-". v:.loc.-rgln Gon . illy cnl's.u1r. I� cs -� e ID.''k81::"GDI�tt.RUDIK Z4''XZ4"x Z" foottny":-".. ._- Gone- p-j xx�:9 � _D �rr�o.4o er oMww er � n -o G.W,A. CEILMIG ASSEMBLY TOTAL R = ' WINDOWS:TOP . SURFACE U= P, 002— R- O.GI libFIBERGLASS INSULATION R= M 30 - I klU�r , _ _ol_mI1Il1t�1 ' �--SHEETROCK D�RS: I R- 0.45 DOTTOIA SURFACE . R= 0.61 PLYWOOD It4SIDE SURFACE REAR ELEVAT10i1 0.62 I _ R -- O.60. ' V1ALL_ ASSEMBLY q G.W.A. = )D �` 1/2" SHEETROCK TOTAL R = •�3 � I ------ !GLES R = 0.48LI' 1'A1NOOYIS: SIDE — 1/2" FIC-ERGLASS ---� INSULA1'110N :,7ACE A R = t1 --•-- I — — SURFACE RL'SivrANCE ---_--_-- R= 0.61 DOORS: FINISII FLOOR It 0.91 FLOOR ASSEMBLY ,---,_—_-_- I .� 1/2" PLYVA000 'TOTAL R =� Gut�t't,00:z RIGHT SIDE EL. VAT rt= O.G2 U Q� O�Co �f � r*3D G,1'/.A. • I� � •C:T.it:��—T�S,T7S�L'f�L'S�l: I "Li.T.TCJ.ISTR.a!CZ�SKJLti • SIDE �('ffl -t1�i11 — :FACE. I �� WINDOWS. 3.3 i FIDERGL�SS• 40 . �r0;,a-: o INSULATION; FOUNDA-17101J� -- R= l oNc.— ,'. ,'AL'L, ASS1�flLY DOORS: V AND. WALL ,•e•, — SURFACE RESISTA14CE ( Id AY' 5C SED R= 0.61 INSTEAF FLOOR -- .'. 1NsuI nr;oN )' LEF'i' SIDE ELEVATIl °• • /TOTAL\R = q�S 3y t •p• U _ G.W.A. t _ INSIDE SURFACE ► .� R-- 0.6$ �. WINDOWS: •�: �3/3 S_HEETROCK _ 3�• 3L R - 0.32 ' e I" STYROFCAM.K 5 DOOR;: —� - )TES: �~ INSULATION SECTION — PERMANENTLY INSTALLED •STORIA WINDOWS TO BE USED LOCATION: .�5�. GROSS WALL AREA - ZZI � o TOWN: Ce lt�-- ,Av WINDOW AREA CLIENT: DA.E: .DOOR AREA - /�S, C�� f -= -------- --- % FENESTRATION �� ob �L / "��L 1 - Assessor's office(1st Floor): ,�. Assessor's map and lot nRil G O� F c�tMt c Conservation(4th Floor):Board of Health(3rd ftooSewage Permit number NAM& Engineering Department 3rd floor):' i63o' House number 4 i c � Ito rrrt�• Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED:'8:30-9:30 A.M.and 1:00-2:00 P.M.only F TOWN OF BARNSTABLE A {BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION x 4 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followin informati n: Location Proposed Use �?1y�� J�9/YI/L Y 0`�f P(%� 3� 14 `-', Q(jl> Zoning District Fire District ez Name of Owner�J• �� - -S Address 5-0W s� C' �"'�''W(d, T - Name of Builder TTI Address Name of Architect Q' Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating � Plumbing y Fireplace O A-Z- Approximate Cost Area / Diagram of Lot and Building with Dimensions Fee Go v ,� /as 7D OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnst a egarding the above construction. Name Construction Supervisor's Ucense Q 6�2 ";-)WN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT { DATE 19 PERMIT NO. A_ _ ADDRESS —i (N0.) (STREET) CCONT W5 LACE,?. NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ()� AT (LOCATION) "' / ZONINGDISTRICT-- (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION a (TYPE) REMARKS:'-� �/.��` 'Y ��S7L4/j? S' . AREA OR PERMIT VOL ESTIMATED COST $ FEE $ .^� (CUBIC/SQUARE FEET) OWNER l/v J BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR ® PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST-BE AP- PROVED 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 THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED 1 !-"'L FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK:- ELECTRICAL, PLUMBING AND 1. FOUNDATIONS ORFOOTINGS. MADE. WHERE A C' ;ATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILD ALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION F. N MADE. OCCUPANCY. POST THIS CARD SO IT\ VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTIO. .,APPROVALS ELECTRICAL INSPECTION APPROVALS .i 2 2 ✓.�Lift 2 /+'s"� 9, ? HEATING INSPECTION APPROVALS ENGI EERIN DEP RTMEN 2 �y BOARD OF HEALTH L n THER _ 9 SITE REVIEW APPROVAL y PE RMIT WILL BECOME NULL AND VOID IF CONSTRUCTION � -- ------` WORK SHACCNOT�PROCEED UNTIL THE INSPEC- � _ INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. t • ( 4 _ ♦ - it TOWN OF BARNS TABLE ' 'Permit-No: ......36733,. .a BUILDING DEPARTMENT I 'gun I TOWN OFFICE BUILDING Cash ................ 7 YL 9�a6�Y X o ` HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to JAY ELIAS Address 582 Shoot Flying Hill Road, Centerville USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. r i i September 8 94 19................. ... ....... ........... .......... JI Building Inspector I TOWN OF BARNSTABLE BUILDING DEPARTMENT �3 KST UL • TOWN OFFICE BUILDING g i639 \ HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: ?' 0/ r An Occupancy Permit has been issued for the building authorized by BuildingPermit # 1�� 3 .._................... ................................................... issued to .... . ............................................................................................................._................................_...._......... Please release the performance bond. Town of Barnstable *Permit Expires 6 months fro sue date Regulatory Services Fee M"9' •1639. Thomas F.Geiler,Director ♦� Building Division $ 1-7/1 1 Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us ! Office: 508-862-403 8 Fax: 508-790-6230 EXPRESS PEWMT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address . C� D I �. (d1 (7! / C., �"►% ,®Residential Value.of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address L tJ c`/ y_e SrIj Contractor's Name��/ �(�`C�.t'� Telephone Number) Q©� /.7 <lPe,5/I Home Improvement Contractor License#(if applicable)__X! C) . Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Xpri Check one: ��S I am a sole proprietor ��` ❑ I am the Homeowner AUG ❑ I have Worker's Compensation Insurance ~s 2012 Insurance Company Name ` r11 / C U1 fir`} TQ w Workman's Comp.Policy# �.! 3 42, "�.� BARNSrAB`F Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ° Re-side #of doors Replacement Windows/doors/sliders.U-Value (maximum:35)#of windows _ ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. . Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is require SIGNATURE: QAWPFILESIFORMS\building permit forms\EXPRESS.doc Revised 053012 S77ge C'ommonveakih ofMassacknsetts Dtjwftent of I strial-4cciulena. Q&e of Invesdigations 600 Washington Street . Boston,M,4 02111 n�vru ma�gov�din orkers' Compensation Insurance Affidavit: Bmilders/ContractorslElectdcians/Ph mbers Applicant Information Please Print Legibly Name(Bt essi�Ohgan ai on/Inilividaagr C'— � r�-�( Andress: z�S U/ r S/ Citylsta& iv '0�7 i`��LA ✓ 1 i9- Phone# Are you an employer?Check the appropriate box: Type of project(re quired): 1.9 Iamaemployer with 1-2- 4. I am a. contractor and I 6- ❑New ceustruc im employees(full and/(r part-time).* have hired the sub-c�rs 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working four me in any capacity. employees and have v�oulCess' 9. ❑Budding addition [No workers'comp.insurance comp-msuranmi 5. ❑ We are a corpomttim and its 1D.❑Electrical repairs or additions officers have exercised their 11. Plumbing airs or additions 3.❑ I airs a ho�ovenea doing all work . ❑ g�p , myself[No we rl m.'comp- Tight Of exeMPliOn per MGL 12.❑Roof repairs 4„�,,,,.,,.e ]t c.152, §1(4X and ore have no employees.[NO Workers! 13.❑Other bw r comp.instua a required] e— ;tliiny applied that cheiics boat#1 mnst also fillat o the section below shooing their wa&era' o �pcy infarmatiao_ Hnmeoa+iaers srho submit this sftndd indicating they are doing all work and then hire avtside contractors nmst st bm<it a new affidaeit indicating sud. . f Contractors that check this boa mnst.attached am additional sheet showing the,name of the sub-camuactas md:state whadw.arnot those entities hoe emphryees.,Iftbe sab<anttwtors ha a employee%they must provide their workers'comp.policy member. I act an ernpitnyer that isproviti'itng workers'competnsa on inmrance for my exup1vjves. Below is the policy and job site i�uforttzatiorl.. /j,� Insurance,Company Name: Z/ Policy#or Self ins.Lic.#: I S^ 3 5f:� Y2 O Z Z Expiration Date: Job site Address: L'V/ 6 6/ilr CifyJatateizip Attach a copy of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section.25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1.500-00 and/or one year unp sonar,as well as civil penalties in the form of.a STOP WORK ORDER and a Fne of up to$250.00 a day against the violator. Be advised that,a copy of this statemn maybe forwarded to the Office of Investigations,of the DIA for iris uarlce coverage won; I do hereby Gerhfji a thsp dns andponables ofperjury that the informatcan,providrd above is true and correct Si Date: Phone#: . UJff al use only. Do not write in this area,to be completed by city or town ofciaL City or To*n: PermitUceine# Issuing Anihority'(drde one)- I.Board of Health I Ding Department 3.Cityfrown Clerk 4._Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 ego; 2 of 2 AC ROB CERTIFICATE OF LIABILITY INSURANCE DATE(MMIODWYY) THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT 9ETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the poliey(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the tans and cor lRlons of the policy,eertain policies may require an endorsement. A statement on this certificate doer not confer rights to the certificate holOur in lieu of such endomernen s, PRODUCM KERRY INSURANCE AGENCY INC EASTHAM COMMON RTE 6 COMTALr MAN10- NORTH EASTHAM, MA 02651 vNONE c �2550 (NC.Nn��Q210-186p E.MAI RE8S- INWRER(S)AFFORDING COVERAGE NNC S RE INSURF,RA: IN IbOry�rt�r�l-Inoli MEDSWELL CONSTRUCTION CO INC INSURERy; 195 PINE STREET INSIJ FRC; CENTERVILLE MA 02632 -INSUREg o; - INSURER E: COVERAGES sort CERTIFICATE NUMgEEL. 22t6239REVISION NUMBER.- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT70 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIRAS. INBR of TYPF.OFINSURANCR POLICY NUMBER POUCDY EFF njry0j r;xP LIMITA GENERALLIABIl rrY COMMERCIAL GFNFRAL LIABIIJTY EACH OCCURRENCE $ I7AMAb E CLAIMS-MADE E _n OCCUR MES gewrronon ¢ IVIED FXP(Any onn p9mon ¢ PERSONA,R ADV INJURY ¢ GENL AGGREGATE LIMITAPPLIFSPER: CENERA,AGGRWATE ¢ POLICY PRO. LOC PRODUCTS-OpMP/pP AGG ¢ AUTOMOBILE UABLIrY $ ANYAUTo oaccl enl ¢ AUTOS NED SOHEDULPD BODILY INJURY(Por peron) NON AS EODII_Y INJURY(Per ocddgnq HIRED AUTOS AUTOS ROPER v AMAG_ Peroedd9n $ UNBREU A LIAtl OCCUR R EXCESS LJAP CLAIMS-MAaE EACH OCCURRENCE $ , DED RF•TFNTION$ ACGREGATF $ . ¢ $ A WORKERS COMPENSATION WC2-31 S-342421 022 yIl AND R PLornRsLIA9NERI 4/19/2012 4/19/2013 T ST R3 �T ANY PROPRIETORIPARTNER/ExECUTMF�Y I N OFFICER/MEMBER EXCLUDEDI I "J N/A (Mondolory In NN) F,L,EACH ACCIDENT 500000 M.yynn tloeedDm ender E,L,DISEASE-FA FMPLOYFE $DF7(�yIp110N OF OPF TIONC Aglow OOO E,I.,DIseAAE-POi-ICYLIMIT ¢ 500000 DESCRIPTION OF 0PEliA7lONg/LOCATIONS IvEHICLEa V Vlach ACORo 101,Addlilonnl Rnmllrks ScheUfulo,If meta apnea In mquirr)tl) Workers compensation Insurance coverage spplies only to the worker;compensatlon laws of the state of MA. C RTIF T OLb R ANC LLA N TOWN OF BARNSTABLE SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DIVISION THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ATTN: THOMAS PERRY ACCORDANCE WITH THE POLICY PROVISIONS. 200 MAIN STREET HYANNIS MA 02651 AUTHORIZED REPRESFNTATrvF Jeff EIdd Le ACORD 25(201OMS) 10 1988.2010 ACORD CORPORATION, All rights reserved The ACORD name and logo are registered marks of ACORD ThLT ce.t'fLC?ta cnne•it ontl LOOM: 13640�lud,`srpvioAhdct.jon f/7/2012, 9107:71 AW rnRc l tl> 1 .- Y i�ogq{t ccttLLl,coto9• - - JUL-31-2012 13:17 From:5085645161 To:16175427437 Page: 1,'1 >s AUM t Town of Barnstable Regulatory Services Thomas F.Geiler,Director Buildings Division Thomas Perry,CBO Building Commissioner _ 200 Main Street; HyauWs,Wk 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign. This Section. If Using A Builder .., _ h ,,,a 1� r _, E:,.$t�l:i t�'' •"�7+�'+' w''`fi"'.3��s?:ei3{a ?"�.:1�_ '+`, ' I,r tit _ sOwner of the subject property ' hezeb7 authorize Pil'�-PIr 4µ to act on 2n7 behalf, in all matters relative to wozl- authorized by this building permit application,for: (Address f Jo 1 / 7L-3 Signature of Owner Date . •- .,�.N � � �� ..,c......«— ... T h Yl_:}++. �d �u. w. .ids ..✓.V.✓�i:u t�- i•.,,y..w...+.. If Property Owner is applying for permit;please complete the Homeowners)License Exemption Form on the reverse side. QAN7,TKL S\FM&\building permit£arms\E`PRRSS.doc Revised 051811 Idl.ts�aChus fit of,puhilie.��filty Bi►.ii c! of Bpilding"lle}tulati aiidSi. ddrd� Construction,-:Supervisor`License.. License: CS- 76536 k � t j r ,STEPHEN W CRESWELL 1 1:95 PINE STREET 02632 CEiVTERVILLE :MA t �.G. lxpiration 8f27/2013 r Tf# 2626 6 _ VnlflphtipUlill Office-of Consumer Affairs and Business Regulation 10 Park Plaza 'Suite 5170 Boston,.Massachusetts 02116 Home Improvement C e�tor Registration Registration` 160627 Type: _ Individual w Expiration: 8/8/2014 Tr# 227491 STEPHEN W. CRESWELL +- ,p STEPHEN CRESWELL 195 PINE ST CENTERVILLE, MA 02632 e KI Update Address and return card.Mark reason for change. SCA 1 Sp 20M-0/11 Address 0 Renewal Employment Lost Card VL Qk Office of Consumer Affairs&Busi ess Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ;eIgIstration: 6Q27 Type: Office #Consumer Affairs and Business Regulation piration:=8/8/ 01 Individual 10 Part -Suite 5170 Bostou MA 02116 STEPHEN W.CREW� _- � ="v={W�� STEPHEN CRESS 195 PINE ST pry CENTERVILLE,MA 02632 Under secretary :"Not valid without'signature. Assessor's office Floor):st 1 ca Assessor's map and lot numbe oi THE i Conservation(4th Floor): - Board of Health(3rd floo s = ssai�r►nci Sewage Permit number raua Engineering Department(3rd floor): 2 .f ' °°''�9a3°.``�d° o��r House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSEDf 8:30-9:30 A.M.and 1:00-2W. P.M.only TOWN , O.F BARNSTABLE BUILDING INSPECTOR APPLICATION.FOR,PERMIT TO /P14 TYPE OF CONSTRUCTION W O O D 0,0057A— i b- 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for /a_permit ac-c}o—r-diinCg to the followi�n/informati n: Location Proposed Use Zoning District Fire District �/eq Name of Owner�./ Im' Address S a T S C7jw cc�, p"'1,, �-- ��S �W C' Name of Builder ��i `�'�* Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating � V ^ Plumbing Fireplace L Approximate Cost Area Diagram of Lot and Building with Dimensions Fee...... D',1 77d)v l O7 _y 7 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnst a egarding the above construction. Name , Construction Siipervisor's License i ELIAS, JAY No 36658 Permit For RAZE DWELLING Demolish Single Family Duelling Location 582 Shoot Flying Hill R.d. Centerville 1 Owner' Jay Elias Type of Construction Plot Lot Permit Granted Apr'i 1 2 7 19 94 . Date of Inspection: Frame 19 Insulation t9 Fireplace 19 r Date Completed -5� �i j 7 19 r r. COOS ' _LT — NCO ID EN17-S 60 -ya-,cs 3\1/i5SACi-3 US3:j-T S 102133 -WORKEZS"COMPENSATION INSURANCEA-3DAVIT .rich s ' 1 plxx ofbuftQ=/ __- - . . prmcxpa � - •_. - - do hcrcby'=d j:trndcr the uu �G�ytSc ccQ;1,7 p= Pc=lciaofpayurr.t=t: [) 1=m mn crnplovcrprovairlS the followin `R^'-' Lr'oom _ =5- pcnsarionco 'Ccformycmployccs.tor3;;nz cn :� lnsur.2ncc Comp.ny Policy Numbcr 13 I Zm= sole proari<ror=nd h2vc no one working for mc_ IT'I sm Z solc propricro gcnc_J conn:•ao r homcown _ chc follow,ncwo: c: cvm v(ardc oalc)-.-nd h=vc hired the concmcrom 1i=ccd pc=tion iunuzncc poliacx bclo•,t- yrolk =,bcr ��mc otCon:rror Insu--�Co--Ilxrryrj:bl;c yNcr -abcr I nn=ncc Ccrap:rrynol;cy Nom3cr D I =n = her cc.:crp�r.a-:: :c11r a,<•nCi re!<L�Lr«Ce:V lc�• i er„��c�P<lsC e:to�reetetC L-,<L<eG<,W<�.<e<r?<f.i:l e•-C<<en L «.tr:Zc«Z to(>C« 1 L<I,crxc`=«s3ao ru:Zv cr cc tS< rcvcli c F.c�'c*tt_ZtrUct"iel•<r�(;er=l-ac:rct:oeeCet C £ r7`n't=tet,Setetoi<tooe�t�<e-?1j• p<rr1:tom• < LC752- a< «c 1(S)1- ct:ctb c t:<]CfzS r: r.•r c!� acam1: r Lc,-,-C ,-a<r foe n t:«oi< c: �r_: : cr.•r. �'��%Ct�cr. =-.1 f4. •' ..cii<.-�.c:L.l tc v.< T i _ •. - -., r <c :c• = n�<cfL c._tv.r. �.- 1cr✓_acr._54c!!/ - r-f l - ct.tlr, fri G• �...C. �<:: _ -- I $wnc� I-iccn_cc/j crr:i„cc Lccn:or/Pcrr;,iz�; THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I m DATA j SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE :j RE DEPARTMENT DATE �j1 'gyp BOTH SIGNATURES ARE REQUIRED FOR PERMITTING a �\ 14'-0". v, r� EXIST. n '1 DECK 3'-7" h A4 fi ANDERSEN ANDERSEN ANDERSEN ADH21048 ADH21048 ADH21048 N co NEW * ADH21048 STUDY I III _ (VAULTED CEILING) — - —1 I f - IN II LL— _ — r, ANDERSEN EXIST. ADH21048, A LIVING A . . A4 T-0"; 12'-0 6,4„ ih , in — II • II o • ih • IMPURTANT ANY CUNSTRUCTION THAT INCREASES LIVING SPACE FIRST PSYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTOR; NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE LEGEND: INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERWT D NOT SATISFY THIS REQUIREMENT EXISTING WALLS CONSTRUCTION TO NEW. CONSTRUCTIOI 1 © SMOKE DETECTOR Q CARBON MONOXIDE DE COTUIT BAY DESIGN LLC NEW ADDITION/REN • 43 BREWSTER ROAD MASHPEE ,MA. 02649 WEST/WHELTONRESlu� I PH. (508) 274-1166 . FAX (508) 539-q4ng I REP j NOTES: 1-) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS I# &DIMENSIONS IN THE FIELD # 2-) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, < 1 DETAILS,&FINISHES IN THE FIELD WITH OWNER { 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'8"ABOVE SUBFLOOR IT 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 1a o t STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 E, EXIST.- 5-) 110 MPH EXPOSURE C WIND ZONE ON LAKE WEQUAQUET DECK 6-) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING a-r a-z 3-z 3-r 7-) ALL LVL LUMBERIBEAMS TO BE 1-9e U480 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY J.E.LANDERS-CAULEY P.E. A FOR ALL PROPOSED&EXISTING DETAILS A4 ) FOLLOW. FMANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL ANDERSEN ANDERSEN ANDERSEN � 9 ALL . ADH21048 ADH21048 j ADH21048 SIMPSON COMPONENTS 10-) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 11-)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION NEW rr =___ �h 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE ANDERSEN STUDY IDY _ ACH21048 1 E - III - - (VAULTED CE ING) I - - I I I II ►I II IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS REMOVE DaST.BULKHEAD ' CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402-1-1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) C) FENESTRATION =143 i CEIL84G WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB_ CRAWL SPACE WALL - U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE EXIST. • ANDERSEN I ry - 'I 0.35 0.60 38 20 30 10/13 t0/2 FT.DEEP) t01t3. ADH21048 A LIVING ' NOTES: A4 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. € 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR a s-oc OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 6•-4• NAILING SCHEDULEREM �- EXIST.GENERATOR FOR CO 1. FOR CONSTRUCTION a RE- I -� E 110 MPH EXPOSURE C WIND ZONE LOCATE AFTER JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING NEW.CLAM DOOR- ROOF FRAMING: BULKEAD TO ' BLOCKING TO RAFTER(TOE NAILED) - 2-fid 2-100 EACH END 7 ELIMINATE DAMAGE RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END , TO ELECTRIC METER I 8 PANEL I . WALL FRAMING: - 1E TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) 16d 16d 16'O.C,ALONG EDGES ¢¢¢� FLOOR FRAMING: - 4 JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-Bd 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED). 346d 4-16d - EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d. EACH JOIST ` - JOIST ON LEDGER TO BEAM(TOE NAILED) - - 3-8d 3-10d PER JOIST --� BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-t6d PER FOOT FIRST FLOOR PLAN ROOF SHEATHING: pp WOOD STRUCTURAL PANELS(PLYWOOD) 1 RAFTERS OR TRUSSES SPACED UP TO/6'O.C. 86 110d 6•EDGEJ6FIELD _ RAFTERS OR TRUSSES SPACED OVER 16'O.C. 8d 10d 4'EOGE/4'FIELD ` - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d tOd - 6'EDGEl6'FIELD • LEGEND: IL 1 D• GABLE END WALL RAKE OR RAKE TRUSS � 8d lod 6'EDGE/6'FIELD C V C�V Wl STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS Wi LOOKOUT BLOCKS sd 10d 4•EDGE14-FIELD I� EXISTINGWALLS ti CEILING SHEATHING:. GYPSUM WALLBOARD 5d COOLERS — TEOGE/70'RELO CONSTRUCTION TO BE REMOVED WALL SHEATHING: j ® NEW CONSTRUCTION j WOOD STRUCTURAL PANELS(PLYWOOD) .. STUDS SPACED UP TO 24'O.C. 8d 10d 6'EDGE/12'FIELD- 112•&25132'FIBERBOARD PANELS - - 8d — 3'EDGE76'FIELD 112'GYPSUM WALLBOARD 5d COOLERS — 7'EDGE110•FIEl D FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 9� I-OR LESS THICKNESS _ 8d 10d 6•EDGE112-FIELD GREATER THAN 1•THICKNESS I. 16d W EDGE/6'FIELC 11 �® COTUIT�BAY DESIGN, LLC NEW ADDITION/R'EMODELING FOR: ETMRER SOIL MSS INSBAROUNODN SCALE : DRAwieGNo.: MESE OR-NG5 PRIOR To sFmr OF 43 BREWSTER ROAD ! �N OE RESPN&SIX FOOTHE CONRIlD1DR N WILL BE RESPONSIBLE FORTHE CONIFJR 1/4 = 1'-O MASHPEE MA. 02649 ! WEST/WHELTON RESIDENCE NTI ESE DOFW Eff ONSRLUCf10N couNENt:ESN1TEOVr NORFvwc TME Al OESIDNER OF NIry ERR015 OR O&RSSIONS DATE : 11ESE DMNINGS WILE SOlEOMER THE USE OF TE DINNER NDIEO AM'Ot14R VSE Of PH. (508 274-1166 COSENTOF ED=zG0EES=m'` EN 2/18/2014 FAX( 582 SHOOT FLYING HILL ROAD CENTERVILLE, MA CONSENT DESIplQ1 PROFS FI 50 539-9402 CT OF 19TURAI COPYRIGHT RE01ErnON NEW RIDGEVENT - - NEW ASPHALT - ROOF SHINGLES ' AZEK T x 8 FASCIA•FRIEZE. P 8 SOFFIT BOARDS - .. TOP OF PLATE - - L� z NEW W.C.SHINGLES SIDING N ' TO MATCH EXISTING , AZEK T x 4 TRIM W/ p Z'SILL a - - FIRST FLOOR SUSFLOOR REAR ELEVATION J F1 • TOP OF PLATE FM z t Ll El 00 fill V. FIRST FLOOR - 0 H SUBFLOOR FRONT ELEVATION Q® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THEOES,GRER STALL RE�O CQ FARM ERR°Rs oR owssxms AREFourgOR- SCALE : DRAWING NO. CONSTI THESE OR—WSM RIOSTARTOF 43 BREWSTER ROAD 'LLOE"`T'°RT EFO°°'°`°""R"`T°R 1/4" = 1'-0" f' WILL BE RESVOHSR0.EFOR THE CORIEHI MASHPEE MA. 02649 WO,ESEOOFW EF O. °,q,. WEST/WHELTON RESIDENCE MESEOAWIW H°UTR EjlNGTHE DATE : �� t DESgNER comkw�CES ANY Ow NO ORNG THE qHS THESE ORAWERGS ARE SO 0 FOR THE USE PH. (508 274-1166 r OF ME Eo„ ;E 582 SHOOT FLYING HILL ROAD CENTERVILLE, MA CONSERTOFTHEOFS,°RERUHOEE 2/18/2014 FAX(50 )539-9402 MNSEMT OF THE DE& GHT iRO,ECOOH Acr OF,ayn 15' INSTALL SIB'ANCHOR BOLTS AT 46'D.C-MAIL W/SIMPSON BPS 518-3 BEARING PLATES - . NEW B'CONCRETE FOUND-WALLS 6' 9' PLACE BOLTS WITHIN 6'-15'OF EACH -- - - NEW SUBFLOOR TO MATCH EXIST_ CORNER AND TO A 8-MINIMUM DEPTH - A W18'x 18'CONC.FOOTING T04'0' SUBFLOOR_VERIFY FOUNDATION BELOW GRADE .WALL HEIGHT TO MATCH UP NEW - - FLOOR FRAMING - - - NEW 2.10'S@16'o.a a 48'0.a'- �. r - - WI MIDSPAN BLOCKING DRILLS PIN NEW FOUNDATION TO EXIST.FOUNDATION WALL .. r TOP 8 BOTTOM _ x 8 SILL'. � • • - `Z P_T.2 'W/SEALER • �. . I - , x.. to � - :. _ . . m -' NEW O - - -VENT NEW I - SAWCUT END.OF EXIST. p- - BULKHEAD FOR ACCESS 0 - CRAWLSPACE 1 p ; cr COND-SLAB) `ANCHOR BOLT DETAIL % =. : , N .• � SCALE:1!2" 1'-0" ..,. w EXIST_ - CRAWLSPACE SOLID BLOCKING IN THE OUTSIDE TWO JOIST BAYS . - - .,. @48'o.a EXIST.12x 12 Gtft7. .-. •. NOTE: ... � .. _ �'' L}. , ' :•* "• -� t : -. _ , ., . _ VERIFY LOCATIONS OF EXIST.SEPTIC INSTALL NEW 9'BATT • - -SYSTEM 8 GENERATOR PAD TAKE CARE - INSULATION(R30)01 THE - , - - -, .EXISTING FLOOR FRAMING .. - DlhiR4G EXCAVATION NOT TO UNDERMINE - - THESE AREAS fn y0. NEW BILCO'C^.. I.I ° Y BULKHEAD •SAWCUT ENDOF EXIST- p FOUND.FOR NEW ACCESS O LL { a 12 EXIST.' . - I FOUNDATION PLAN REMOVE EXISTING D.H. WINDOW .. INSTALL TWO FULL HEIGHT STUDS&TWO JACK - ANDERS N A251 INSTALL NEW - - _ • , _ - .. AND RSEN A257 AWNING _ E STUD AT EACH SIDE OF ALL ROUGH OPENINGS . - WINDOW 00 i- _ .. UNLESS OTHERWISE NOTED A _ WINDOW - - AT-EXTH� .. IS- . 2 x S WALL -, ;` - � � - ..� AZEK 1 z 8 RAI(E BOARD W/ . ` . 1 x 3 DRIP BOARD • . JACK STUD TOP OF PLATE - - - - (ROUGH OPENING) I I v R.O. STUD DETAIL AZEK,xBCORtiERBDAROs 4 -NEW W C SHINGLES SIDING TO MATCH EXISTING ■ - - - - X - s r ..... AZEK 1 x 4 TRIM W! - SILL n it•=` L`- MARK.A. FLOOR . ELEVATION., FT LE , - - THE OESIGNER.SHALL BE NOTIFlEO 6ANY ' COTUIT BAY DESIGN, Lc NEW ADDITION/REMODELING FOR ERRORSOROx15SIONSAREGCONTN SCALE : DRAWING NO.. THESE DFAYRNGSW ORTOSTMTOF _ 43 BREWSTER ROAD CDNS,RRES N.IMEFOD�.G°DN1ENTTDR H FFH 7Nx18E RESPONSIBLE FOR THE CONTENT 1/4 - 1'-0" MASHPEE MA. 02649 x3THE5EDRAWING56COnFvv,* DH W E ST/W H E LT O N RESIDENCE C04NENCES tlYITNDUT NDTIFYWG THE DATE F OF TH oR A�GS NOTED ANT V FOM0.7NE u5E - A3 PH. {508 274-1166 THESEOA—ROTEO tRE DINE"DTTEN FAX (50�>539-9402 582 SHOOT FLYING HILL ROAD CENTERVILLE, MA Mr ° "�"`��°° 5 " "�" 2n$i2o14 CONSENT OF THE DESGNER UNDER THE MCHnECTURAI COPTRN'JF!PROTECiIDN TYPICAL ASPHALT ROOF SHINGLES NEW.ROOF CONST.` _ r -2 x 12 ROOF RAFTERS @ 16"m. - 5/8'COX PLYWOOD SHEATHING - _ 2.12 RAFTERS 1SN FELT PAPER. - - -518'COX PLYWOOD ROOF SHEATHING - ' -ASPHALT ROOF SHINGLES - - SIMPSON H 2.5 HURRICANE CUPS -I"-FELT PAPER - WIND WASH ` I I'Ht-R BATT INSULATION - - BARRIER _ �. 3'0"WIDE ICEMJATER SHIELD ., " CONT.RIDGE VENT @ SLOPED CEILINGS(R--3B) _ _ - ALUMINUM DRIP EDGE ' 11'GATT INSULATION' - - . - @ FLAT CEILINGS(R=38) y - _ ,'- 4 x 6 POST FROM ' � ' FASCIA,SOFFIT,8 FRIEZE ' 2-1 374'x 14"LVL -MULTI LVL RIDGEBEAM 1 x 3 STRAPPING R - BOARDS TO MATCH EXISTING ` BEAM TO RIDGE RIDGBEAM -(2)SIMPSON H 2.5 HURRICANE CLIPS ° 12'GYPSt1M BOARD + _. AT ALL RAFTER ENDS .,. - 3-2x8 .. - .. ( --ICE!WATER SHIELD AT BOTTOM _ - - HEADER •,3U'.OF ROOF - TYP.2 x 6 WALLS 2 a 6s @ 16'o_c_ _PROP-A VENT BETWEEN RAFTERS NEW U2"GYP_BD.ON }2 WIND WASH.BARRIERS -• - .y, - - - .. . 1 x 3 STRAPPING @ 16"o.c 9 -- - - - - - NEW 2x8 BLOCKING iTO 2.8's BETWEEN EACH RAFTER TO PREVENT WIND WASHING - - DETA{L AT.ROOF ,. TO PREVENT WIND WASHING - �70P OF PLATE SCALE_112"=T-0 S VENTS NEW WALL CONST. FULL HEIGHT ■ 1.2 It 6 STUDS @ 16'o.c. - STUDSON END WALL 2.112'PLYWOOD SHEATHING - - , 3.6-(R=10)BATT.INSULATION '- « 2 2J STUDS - - 4.UT GYPSUM BOARD - - '.EACHSIDE. S.W-C.SHINGLE SIDING - *., •.- 6.TYVEK VAPOR BARRIER(EXTERIOR)a ' GENERAL" STRUCTURAL GENERAL ,STRUCTURAL (CONT-D)v 14'-0 +'^, NEW 374"T&G PLYWOOD 7 POLYVAPOR BARRIER(INTERIOR) t- F1 - ,t. 4 SUBFLOOR-GLUED.&.NAILED NEW 9'BA - '' -. NOTES `NOTES( A - .. tNSULAT r FIRST FLOOR e Y -' - - ' R=30) a '* SUBFLOOR _ A4 s ' NEW 2 " I-Ail CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS. x 10's g i6'0.0.' - - „ ., NEW P.T.2 x 6 SILL WJ SEALER - MASSACHUSETA STATE BUILDING CODE FOR ONE AND TWO-FAMILY - ._ NEW. DWELLINGS,SEVENTH EDITION(780 CMRLAND ALL AMENDMENTS. ,.I-ATTACH EXTERIOR OVAL.STUDS TO THE DOUBLE TOPPLATE AT THE. ' - (+ /L �+ /L("� WHICH IS BASED ON THE 2009 INFERNAM)NAL RESIDENTIAL CODE ROOF WITN(I)TSPCONNECTORAT32.0C PROVIDE(9)-IOdxI)4NADS - ' CRAW LS PACE - TO THE.STUD AND(6)-IOd NABS TO THE DOUBLE TOP PLATE _ 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN.SCCORDA.NCE CONNECTOR TO BE APPLJED DIRECTLY TO 2X FRAMING.NOTE-NOT NEW B'CONC.FOUND.WALLS WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PAL'WOOD; REQUIRED WHEN USING H2A CONNECTOR PER HOTE'7,'ROOF.FRAMING - °'-, W7(2)04 HORIZ.BARS AT TOP FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY CONNECTIONS'. - - 4 &9OTTOM OF WALL - DWELLN4G5(WFCML AND THETfINUMUM DESIGN LOADS FOR BUILDINGS �' NEW 2'CONC.SLAB .Y _ AND OTHER STRUCTURES(ASCM-02)L THE BASIC WIND SPEED FOR THE 2.EXTERIOR WALL STUDS ON SECOND FLOOR TO NE ATTACHED TO DESIGNOF THIS STRUCTURE IS III)MILES PER HOUR WITH EXPOSURE STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(1)CS 16 - - - - CATEGORY C - COIL STRAP Wl(14)10d NAIS(7 NABS AT EACH END OF STRAP)WITH A NEW 8'x 18'CONC STRAP CUT LENGTH OF IV-THE CLEAR SPAN ACROSS RIM BOARD f - FOOTINGSW12x4KEY �3_THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING THE LOCAL STRAPS TO BE SPACED AT 12'0-C.(EVERY OTHER STUD)STRAP IS NOT t R 7 W1(3)#5BARS 3-FROM BOTTOM BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECLION(S).IF REQUIRED AT SHFARWALL HO:DDOWN LOCATIONS CS 16 COLL STRAPS ' q _ 2-1 4'x 14'LVLIDGEBEA STRUCTURAL • - '- THE BUILDING OFFICIAL REQUIRES THAT THECNSPERION(S)DE TO BE APPLIED OVER PLYWOOD SHEATHINC. ` - COMPLETED BY TIE ENGINE OU ER OF RECORD.THE CONTRACTOR SHAH. ATTACK FIRST FLOOR STUD TO RIM BOARD WITH(1)C5165TRA'AT �' IfHOURS I - CONTACTTHEENGEEROF'RECORD 24 HRS PRIOR TO THE TIME WHEN 3 THE INSPECDON(S)IS TO BE PERFORMED.THECO VI RACTOR.SHAH. -32-O.C.AND PROVIDE(6)IOd NAILS TO STUD AND(6)IOd NAILS TO RAN - - - t• ¢ I._ - INSURE THAT ALL SIRUCTURALMFMSERS AND CONNECTIONS ARE BOARD.ATTACH RIM BOARDTO FOI7NDATIGN SILL PLATE WITH(1)DSP - E: STUDY A BUILD{N G S CT{O N VISIBLE FOR INSPECTION H DURING THE INSPECTION.ANY PORTION OF CONNECTOR PER 72'O-C. .. ALTERNATE THE STRUCTURE IS DEEMED NOT VISIBLE IS INACCESSIBIF.FOR 1E , - NOT -F ENTIRE STRUCTURE WILL h0 - (/�ry�� _ INSPECTION FINAL APPROVALO THE AIM BOARD 1 CS ib STRAP AT GIVEN UNTIL THIS CONDITION IS CORRECTED AT THECONTRACTORS' Al ATTACH FIRST FLOOR STUD TO WTIH _ - I EXPENSE- � � 72'0.0 AND PROVIDE(6)i°d NAZIS TO STUD AHD 16)lOd NAZIS TO 1tL1F - - 14'-0" BOARD W R FOUNDATION AP STRAP UNDER SILL PLATE AND OVERTOP - 4.ALL WOODCONSfRUCTION CONNECTORS AS SPECIFIED ON THESE OFSILLPLITE FILL ALL HOLES IN STRAP ON TDP OF SILL PLATE . .CONSTRUCTION DOCUMENTS TO BC SIMPSON STRONG-TIE.IN - ACCORDANCEWTIH CATALOG C-2I709.IT IS THE RESPONSIBILITY OF TIM 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL CONTRACTOR TO MSTALLALLCONNEC-FORSINACCORD.00CEWITH PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOFTOTHE - A E; ' - • A4 MANUFACTURER'S TURt]('S SPECIFICATIONS FOUNDATION' - A 2 5_ALLENGINEERED LUMBER PRODUCTS TO BE TRUS JOISTOR EQUAL :a.CONNECTIONS FOR WALL OPENING.ELFA4MS-(REFER TO DETAIL 2.WFI.' A4 N _P IFl TI S. -5 S INSTALLED INACCORDANCE WITH MANI7FACTVRFA'SS EC CA O - _ ——— ——— -—-—�—� - 4 - HEADER SIZE HEADER TO JACK STUD -LACK STUD TO SOLE PLATE ' -1211' - 111.. - - 4 A9 1 L-/'-0'TO -0" 11ST • RO�F FRAMING CONNECTIONS, _ O O SOLID 2x 88LOCKING IN THE OUTSIDE " I 3K,1J L 2J +3K,1J s TWO RAFTER&CEILING JOIST BAYS - - - L d'-1'TO 6'-0' (2)LSTA 9 {2)SP4 LATTACH.OPPOSING RAFTERS AT THE RIDGE UVFATIIETOPOFTHE L-6'-1'709'-0' '(2)LSTA 12. - (2)SP4i @48"o.c.,ALLOW SPACE FOR AIR it .:. ., •_ , RIDGE WITH O)LSTA 19 TENSIONSTRAP AT I6.O.C.STRAPTOBE. .. - FLOW ON THE UNDERSIDE OF ROOF 6'-0' 4I INSTALLFDOVER ROOF SHEATHING INTO RAFTERS WN IOd COMMON L=9-I'TOLo-0' (2)LSTA.15 (2)SPH6s - _ _ - NAILS TO RAFTERS(REFER TO DETAIL I-RF)' L=W-I-T016.4J' (2)ST2122 (2)SPN&f SHEATHING - ND F EACH RAFTER TO THE DOUBLE TOP PLATE OF 'ALTERNATE THE CONNECTOR SHOWN FOR THE JACK SAID TO SOLE ' 2 .2 ATTACH THE& O FA - 21C J PLATE CAN BE SUBSTITUTED WITH THE SAMECONNECI'OR SHOWN FOR . THE EXTERIOR WALL WITH I HZ.SA CONNECTOR CONNECTOR TO DE - -JACK HEADER.ATTACH CONNECTOR WITH REQUIRED OF NAI APPI ZED DIRECTLY T02 TOP PLATES ON OUTSmEFACE O ALL THE IX STUD TO R NAILS HALF DNAIS -_REQUIRED lS TO THE LACK STUD AND RCQUBIE - .. EVERY 7O W D ELO ALTERNATE USE I IDA FROM EV RAFTER WALL B I I () TO THE SECOND FLOOR.RIMBOAROOR FOUNDATION R[M80MD: Q n _ .'iSP CONNECTOR PER NOTE'1','WALL FRAMING UPLIFT CO.NNCCDONS", AND ,; �. - I .. IS NOT REQUIRED WHEN USING 11)H2A AT EVERY RAFTER ARD ALTERNATEACA4 NOT BE USED WHEN SAOLLEPLATE IS CONNECTOR I ( = ATTACHED DI RECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. Y I 2K,ZJ r" I I 3 BLOCKING TOBE PROVIDED ABOVE THE DOUBLE TOP PLATE OF ME - _, �' EXTERIOR WALL AT THE ROOF WITH ROOF SHEATMG MAR-ED TO THE NOTE. in DLOCKMG AT 6 O-C_PROVIDE IP NOTCH IN BLACKING TO PROVIDE 1. ` ADEQUATE VENTILATION AS REQUIRED.BLOCKINGTOBEATTACBED AHEADERS FOR DOORS AND WINDOWS TO HAVE()IHRCON:7ECTOA AT " I fl)ROC.. TI III TOP AND BOTTOM OF ALL CRIPPLE STUDS- CONNECTOR. - - .. x - DIRECTLY TO AT THE RIDGE BETWEEN ALL RAFTE STUDS AT EACH END K EDGEPROVIDE EROOFSING AT RIDGE ETWESHEAE NLLRAFIERS ATWIE OF THEHEADER HEADERS 4*-1-AND IAft('ER REQIBR£l2)lAIX I 2K,7J - '2 7J - - - ' Bd NARSAT6'OC RIDGEBLOCKINGISNOTRE UIREDWIIEN C PROVIDE(])A23 CLIP ON THE TOP OF.ALL HEADERS AI EACH END OF: SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR HEADER TO THE KING STUD ADJACENT TO THE OPENING - r "- .. STRUCTURAL RIDGE BFA.1f. ,. ..` '. `k O /•V '.a .O e D:PROVIDE P I SSP FROM EACH KING STUD TODOUBLE TOP PLATE OF - - - A THE WALL,WITH(3)10d NABS TO DOUBLE TOP PLATE AND(4) 0d NAILS - - A4 • TO KING STUD.FOR CS 16 STRAP SITE REFER TO NOTE'2'ADOVE.FO0. „ .FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH LONG SKID TO THE FIRST FLOOR RIM BOARD.FORf51651RAP5MEREF-ER IO NOTE-d` ROOF FRAMING PLAN ' ABOVE E KING STUD TO RIMBOARD CONNECTION SPECLFIED IN NOM D'ABOVE IS NOT REQUIRED WHERE A SHFARWALL HOLDOWN IS ADJACENTTO - - - MASK A. plate THEOPENING F.SILSFOROPENMGS LESS THAN OW WIDEREQUB(E(I)A23CUPAT. _,NOTES. THE.BOTTOM OFT14E SILL PLATE T'O THE KING STUDAT EACH END OF Q / THESILLPLATE FOR OPENINGSV-O"AND LARGERPROVIDE(2)A23 1_) ALL ROOF RAFTERS TO BE 2.X 12'S _ q�C'ISTER�o��N4 zI(�I� - CLPSAT EACH END OF THE SILL PLATE ON THETOPAND BOTTOMOF - UNLESS OTHERWISE NOTED S H EARWALL PLAN �SY701NnL EX�.� 7,�5ALPIATE 2_) USE(2)SIMPSON H2:5 HURRICANE CLIPS AT ALL RAFTERS ENDS 3_)VERIFY GUTTER TYPE/LAYOUT DIE B`51GNER S1NLL BE N°f6l®F HNY Q® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR' ERRORSK7BNISSxMSAREFWNDOI SALE : DRAWING NO.: . V THESEDIUIWMGSPRIORTOSIIwTOF ' 43 BREWSTER ROAD °° w'«�TM`U°R 1/4"= 1'-0" - .. N couulsNi'Es vaDIOVTNonFYINc 1NE 3 BILE E MA, 02AD �� E WEST/WHELTON RESIDENCE. MESED �ANPFBESOLELYLDR°�ME�NS DATE : PH. (508)274-1166 OF TE DRAWINGS ARE GMERUSEUSE IA4 FAX(508)539-9402 582 SHOOT FLYING HLLL ' OF THE UWAERN M7 GNFY OI7IFJN 15E OF ROAD CENTERVILLE MA DE�URAWNGSRE°URFSTNEWRTTEN 2�18�2014 CONSENTAW THE OE OUI UNDER ME AR�NREGIURILL COI.S'RK.Hi PR°TECl10TF AGT OF 14A _ KING STUD —�� --- - -�.._-- BUILT-UP CORNER SI .. '-"_`--- TRIMMER STUD MODEL NO, DiA. MIN.EMBER MIN. REBAR LENGT � M®F1 NO. DIA. MIN. EMBER MIN. REBAR LENGT (PER PLAN) (NAIL PE� > SSTB16 5/8 12 - (PER DETAIL ��KJJ 50' vF SSTB16 5/8 12 50' OPENIN):4� SSTB20 5/8 58' SSTB20 5/8 58' - CS16 STRAP SSTB24 5/8 66' SSTB24 5/8 66' cPER GS SSTB28 7/8 74' I SSTR28 . 7/8 74' SSTB34 7/8 82' SSTB34 '7/8 82' - - SBix30 1 960 HDU HULDDVN SBix30 1 96, HDU HOLDOWN CS16 STR I t,1 I 11 ■NOTE, #4 REBAR TO BE CENTERED ON HOLDOWN L!(PER GSM -NOTE, #4 REBAR TO BE CENTERED ON HOLDOWN - THREADED ROD AND LOCATED 3' TO 5' DOWN FROM TOP OF THREADED Rp - ANDLOCATE➢ 3' TO 5' DOWN FROM TOP OF FOUNDATION WALL 1 FOUNDATION WALL - PER SIMPSON MANUFACTURER'S SPECIFICATIONS. - PER SMPSON M FACTURER'S SPECIFiCATI❑NS. RR RH RR (PER GS 45• -�4. tPER GSN�R Al Itl III IJI - - I II - #u w vv a nv v IT - • • µ SSTB HOLDOWN ANCHOR 17 -LISP (PER GSN) (PLACE SSTB ARROW o V COUPLER - I 1 - N rANCE 4 T e ON TOP OF ANCHOR � I SSTB HOEDOWN ANCH EDGE DISTANCE /(L DIAGONAL IN CORNER `3• TO s• -a a - POSITION IN WALL PER 2.75 FOR 2X4 W LL 3. •� 4 CNV ° � a APPLICATION) �- n � SIMPSON MANUFACTURER'S 2.75' FOR 2%6 W L d�a CNV COUPLE SILL PLATE J c - DSP - v SPECIFICATIONS SILL PLATE - - _ I ANCHOR BOLT - _ (PER GSJ ANCHOR TO `1" 'I<PER GSN) - - "' SSTB HOLDOWN'ANCHO ° a y �•MBAR LENri'IH (PER GSN). c _ d • EDGE DISTANCE ° SSTB HOEDOWN ANCHOR ° HK REM 2-75'FOR 2X6 WALL , HOLD DOWN' @ PLAN VIEW HOLD 'D❑WN @ PLAN VIEW 5''m WINDOW OR DOOR ❑PENING EXTERIOR BUILDING CORNER BUILT-UP CORNER S S MODEL NO. DIA. MIN. EMBED. MIN. REBAR LENGT - GPTIDN.#1 ` (PER DETAI .I / ) SSTBI6 5/8 1 50' X 6 WALL HEADER S ® ® ® ® Q / SSTB20 S/8 58' 6x6 DOUG FIR POST D.C. 4' O.C. (( SSTB24 7/ ' SSTB28 7/89 74 74' SSTB34 7/B 82' + + + c-rrrora HDU J�LDOVN SB1x30 1 - 96' + + + + L-r4 ro,Pr (I ° -NOTE, #4 REBAR TO BE CENTERED ON HOLDOWN ,.-1r_rro"• ..� �A. ,sue ,a A,.:. - CS16 STR AND LOCATED 3' TO 5' DOWN FROM TOP OF HOLD DOWN - + OPTION#2Y - (PER GSM THREADED RO FOUNDATION WALL (PER PLAN) + + + + S ® ® ® ® ® � Q PER SIMPSON MANUFA TURER'S SPECIFICATIONS. - + + + c_rs,Pro• ,e T LTPS RB K REBARIIi - L-r4•rors (PER GSN) III - PLAN VIEW ELEVATION VIEW • UU - - c errory ��N❑TES, - tRESAR-/ EB GSM 1. ATTACH STUDS AT BUILT-UP C13RNER TOGETHER WITH N (2) ROWS OF 16d (0.162'x 3.5') NAILS AT 6' O.C. FOR ° EDGE DISTANC 2NDST❑RY SHEARVALLS. F1 SILL PLATE'I � CNW CIIUPLE a - - . 1.75' FOR 2X4 WALL R - ANCHOR BOLT ..S. 2.75' FOR 2X6 WAL (PER GSM - 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH SSTB'H CDOWN ANCHD • - o - SSTB HOEDOWN ANCH (2) ROWS OF 16d (0.162'x 35') NAILS.AT 4':O.C. TRAILING a WINDOW AND DOOR OPENINGS - 0 A(PLACE SSTB ARROW STAGGERED FOR 1ST STORY SHEARVALLS. • .. ON TOP OF ANCHOR DOWN @ DIAGONAL IN CORNER E RPLAN VIEW BUILT—UP CORNER @ INTERI❑R BUILDING CORNER APPLICATION) - END OF SHEARWALL SHEARWALL SCHEDULE) SHEARWALL H❑LDD❑WN .SCHEDULE WALL TYPE SCHEDULE, FOUNDATION HOLDDOWNS: 4A- . SHEATHING ROOF SHEATHUG • EDGE NAILING - .r��PLriVO�-��By�-�) O NDU5-SDS25 W/SSTB24 I-DIAMETER ANCHOR BOLT W/CNWi ' •/ ROOF RAFTER - Qi sd COMMON OR GALVANIZED BOX NABS Q 6-0 C EDGES AND S COUPLER NUT BETWEEN SSTB24 AND;'THREADED ROD INTO ESTA STRAP @ 16' O.C. 2X BLOCKING BETWEE PER PLAN 12'0 C.FIELD. .HOLDOWN.POSITION SSTB24 WIANCHORMATE TO (PER GSN). FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT RAFTERS (NOTCH FOR - PLACEMENT ROOF SHEATHING--, VENTILATION IF REQUIR / '%,'PLYWOOD-EDGES BLOCKED) a _ _.. __- .REFER TO ARCHI7ECTlIRAL /..-. EDGE.NAILING. _ .._._ ?Q. 8d COnIMON OR GALVANIZED Box NABS(aJ 4-G C.EDGES AND _ (7) - IOD NAILS PLANS FOR MORE INFO.) a oc FIELD. - SHEARWALL'CONSTRUCTION,` @ EACH EN NOTE'FOR PLYWOOD SHEARWALL TYPES I AND 2 LISTED ABOVE, L ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X Sd COMMON OR GALVANIZED BOX NABS-(0-131.21S').GUN STUDS AT EACH END OF WALL(UNLESS NOTED OTHER WLSE) NABS MATCHING THE NAIL DIAMETER AND LENGTH IdAY BE USED AS A SUBS TTUTF - 2-FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16-O C USE(8)-16d ` +++++++ +}+}+++ NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES ROOF RAN, < DOUBLE 2X TOP PLR E SOLE PLATE CONNECTION SCHEDULE, 3rmB wv�i oRFORRATEPENINGSD SHEARWALLLSToBECoNtli�TTMABGVE SEE SHEARWALL ALTERNATE - REFER TAL .CONNECTION TO FLOOR RANI BOARD - PLANS F r - 4,ATTACH DOUBLE 2X STUDS AND BUILT-LIP CORNER STUDS AT ' ROOF RAFTER PER PLAN RAFTER D 7 H2.5A (INSTALL PRIOR - SKEARWALLENDSWrrH12)16d NAILS AT6'o.C.FOR SECOND FLOOR EAVE - TO BLOCKING AND - WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD SHEARWALLSAND(2)16dNAIISAT4-OC STAGGEREDFORFIRST.ALTERNATE, ATTACH OPPOSING DETAIt it FLOOR s1TFARwnLLS.RAFTERS BEL❑W RIDGE BEAM OR DOPL - PLYWOOD SHEATHING) - - RIDGE BOARD WITH 2 x 4 COLLAR - ALTERNATE, 2X STUD Q p)-16aconawHNABSPER1a-_ S.REEFER TO HOIDDOWN SCHEDULE FOR THE DOWNS AT SHEARWALL TIE AS SHOWN. RIDGE STRAPS NOT BEAM d2A Z(INSTALL PRIOR- ENDS. REQUIRED WHEN USING A COLLAR CIF SHOWN ON P,A,,RBC (INSTALL PRIOR TO PLYWOOD Q 1°)-16dCOON NAns PER I6'. TIE ❑ WALL SHEATHING OR ON SHEATHING) w Q TOP OF DOUBLE 2X NOTE,'NOT REQUIRED T (3)-SPSON SDSZ5312(Y':3Y,)WOOD SCREWS PER I6'. LEGEND) STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE TOP PLATES, PROVIDE IF 2 RAFTER.USED AT 90' BEND TO' CONNECTION TO CONCRETE FOUNDATION Q —WALL TYPE SILL PLATE CONNECTION TO CONCRETE (D I SHEARWALL GRIDLINE t4 DIA ANCHOR BOLTS AT 32.00 •V� NOTE-ANCHOR BOLLS REFERENCED ABOVE 70BE Y•DIAMETER A307 O SHEARWALL HOLDDOWN TYPE i y STEEL ANCHOR BOLTS WITH 3'.r r Y.'PLATE WASHERS WITH T f`A G� - MINIntUn1 EMBEDMENT TNTOCONCRPTE. ' . • $ t1CiC;=f_Z,E 'N�j - SHEARWALL HOLDDOWN D FO �,.'S Z/I/!f I`� ____—• SHEARWALL PERFORATESHEARWALL CONTONUEPLYWOODABOVE a fsS,ONAI`-t•Fi - AND BELOW OPENING WITH NAILING ACCORDENGTO SPECIFIED SHEARWALLTYPF J K ITOF KING STUDS REQUIRED AT WALL OPENING COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR. THEOES,GNERSHALLBE TOT AITT FANY SCALE : owaw�NG No-_ 1� TED ERRORS OR ON,SAONSAFE FOUNDON THESE DRAWING$PRIOR TO START TOF CON EIE RESIOIL THE BUADING CONTRACTOR 1/4"WRL E f1DIM NbGS F C NS CONTENT BREWSTER ROAD „IMESE oIEw sWrrHO iCONSHIrI"E — WEST/WHELTON RESIDENCE `D�NEROF�°DRODnOYINGTHE MASHPEE ,MA. 02649 THESED"�""E1ESOMYFORT � DATE : THESE OWNEF N ARE SOILlYFOR THE LIFE - PH. (508 274-1166 OF THE GTkA RNOTED OTE 11-TE%WnTEN FAX(508)539-9402 582 SHOOT FLYING HILL ROAD CENTERVILLE, MA TBESEORAW„OSREOGNERUERIHEN 2/18/2014 A5 ' CONSENT OF NNE DESIGNER UNDER THE ARCNOECTURALCOPYRx>ITPROTECRON ACT OF 199p .... r :. ... .... : -... .. ...... ...... , i # a n r . . US R T 6 i oO TFLYI ROAD NG HlL L -R L_100,00' OA® PROJECT SSM FND - LOCUS. � R=474177.' DHCB FND G ' 00 WEQUAQUET LAKE LOT A r LOCUS PLAN SCALE: 1:25,000 HYANNIS QU D. ;PB 128 'P. 33 ` MAP 206 PARCEL 042 ,7 4 ' ' 1 04 SQ FT` o� no ON O CD \0 I, 2 STY W/F rri - DWELLING-, # 582 y — i DECK G' , IRON PIPE FND E� EXISTING ` RAMP"& FLOAT r i PLAN VIEW 1 :SCALE: UETu L AK'E 40 0 20 40 80 ' UAQ k PAGE, 1 OF 2, PLAN ACCOMPANYING PETITION OF LUCY. W WEST '& THOMAS .W WHEL TON 582 'SHOOTFLYING HILL ROAD CENTERVILLE, 'MA TD PERMIT &''MAINTAIN AN EXISTING RAMP`& FLOAT IN WEQUAQUET LAKE SEP TEMBER 10, ,2013 SULLIVAN: ENGINEERING, INC: 1 OStRVILLE, MA i f i NOTES: REVISED: 5i1/2014 �4. 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT "' FIRST FLOOR TO BE 6'8"ABOVE SUBFLOOR 4J ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 14'.0 STATE BUILDING CODE,A8TH EDITION AMENDEMENT&IRC2009 3' " T-z" 3•r EXIST. - - .,'p'"` ' 1A. 5.) 110 MPH EXPOSURE C - WIND ZONE ON LAKE WEQUAQUET DECK 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY J.E.LANDERS-CAULEY P.E. A FOR ALL PROPOSED&EXISTING DETAILS A4 f; • AN E SEN' ANDERSE ANDERSEN ; F - RE SPECIFICATIONS 9.) FOLLOW ALL MANUFACTURER'S SPE IONS FOR INSTALLATION OF ALL nD 1 8 ADH21048 ADHz1o48 I SIMPSON COMPONENTS ` 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION NEW r ———— 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE ANDERSEN I '. . �TI , ADH21046 STUDY '• F _ - (VAULTED CEILING),I III 4 i w IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS REMOVE Exlsr.BULKHEAD CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) _ - - FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL EXIST. U-FACTOR U-FACTOR R_VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE ANDERS - LIVING 0.35- 0.60 38 20 30' 10/13 10(2FT.DEEP) 10/13 ADH21048 A - _ _ A4 NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 1r-0 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 6*4" NAILING SCHEDULE REMOVE EXIST.TIONGENERATOR 110 MPH EXPOSURE C WIND ZONE - - FOR CONSTRUCTION 8 RE- LOCATE AFTER ' JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING NE DOR ROOF FRAMING: BULK O - - BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END - Y ELIMI DAMAGE RIM BOARD TO RAFTER END NAILED) 2-16d 3-16d EACH END - TO C C METER 8 EL I - _ ` WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - 5-16d AT JOINTS - - STUD TO STUD(FACE NAILED) _ 2-16d 2-16d 24"o.c. i HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES c - - - - - FLOOR FRAMING: . ., JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 448d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 240d EACH END _ BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK - - - j LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST - BAND JOIST TO JOIST(END NAILED) Y16d 4-16d PER JOIST - - , BAND JOIST TO SILL OR TOP PLATE(TOE NAILED. 2-16 d 3-16d PER FOOT FIRST FLOOR PLAN i. ODST�nRALPANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"D.c. 8d IDd 6"EDGE/6"FIELD r ' RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d tOtl 4"EDGE/4'FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd - 10d 6"EDGE16'FIELD LEGEND: GABLE END WALL RAKE OR RAKE TRUSS 8d 1 Dd 6"EOGE/5"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS - Sd 10d 4"EDGE/4"FIELD - C] EXISTING WALLS CEILING SHEATHING: —_, CONSTRUCTION TO BE REMOVED - GYPSUM WALLBOARD Sd COOLERS — 7"EDGE/10"FIELD WALLSHEATHING: NEW CO NSTRUCTION ON 00 STRUCTURAL PANELS(PLY WOOD) WOOD STUDS SPACED UP TO 24'o.c. 8d 10d 6"EDGE/12"FIELD ` - - 12"&25W FIBERBOARD PANELS 8d — 3"EDGE/6'FIELD - ...l "GYPSUM WALLBOARD 12 AL RD Stl COOLERS -- 7 EDGE/10 FIELD FLOOR SHEATHING: . WOOD STRUCTURAL PANELS(PLYWOOD) I - 1"OR LESS THICKNESS -8d 10d 6"EDGE/12"FIELD GREATER THAN 1•THICKNESS - 1 Od - 16d 6"EDGE/6"FIELD T THE DESIGNER SHALL BE NOTIFIEDIF ANY SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITIONMEMODELIN`G FOR: CONORS OR CTION.SSHBUILDIGCONTRN THESE DRAVdNGS PRIOR TO START OF CONSTRUCTION THE BUILDING THE CONTENT ACTOR 1/411 — 1:'-0" 43 BLRJE WSTLLE�R RO�]A�D((�1 IN THELL RESPONSIBLE FORTHEUCTIONT MAS rI P E E MA. 0264 a� WEST/ I H E LTO N R E S I D E N C E r 1 IN THESE DRAWINGS IF CONSTRUCTION �J C �] Cc COMMENCES1ALiHOUTNOTIFYING THE I'I 1• (JOB G�4-11 VV THESEDESIG RAWNGY ERRORS MESOLOR OMIFOR THEU _ OFTEOR ER NOTED yOTHERUSEOF DATE : FAX �so�� 539—s4o2 582 SHOOT FLYING HILL ROAD C1ENTERVILLE, MA WNSCN OFTHEDTEDNERUNERTEOF THESE DR-GS REQUIRES THE MI TTEN 2/18/2014 CRCHITE OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION Al no V , a =u , ,�_ Y - a •v i , . rb r - r r a . > , } r o , r r I s , f r NEW RIDGEVENT , .. .. , NEW ASPHALT ::.: • " : .. -..; '- , ._ • • ROOF SHINGLES n'+ : r t e, AZEK 1 x 8 FASCIA.FRIEZE. t� &SOFFIT BOARDS - -' •. TOP OF PLATE F-1 o K AZEK 1x 6 CORNERBOARDS NEW WC.SHINGLES SIDING z TO MATCH EXISTING__.-..._,'.ram„._. ` AZEK 1 x 4 TRIM W/ 21 SILL I FIRST FLOOR - SUBFLOOR 2 - •. SITE BUILT P.T FRAMED DOOR W/AZEK OUTSIDE - s- s REAR EL EVATION - _ iiw , af I I I . Y > > rr< 'Y D } El LJ Li , t ; -TOP OF PLATE 9 FM f. r;. f13Z a , _ * _ } Z,y, i s . � I FIRST FLOOR.-., _ SUBFLOOR { _ v. a 0 FRONT ELEVATION r REVISED: 5/1/2014 �• r r • _ - ' THE DESIGNER SHALL BE NOTIFIED IF AN i ^• ERRORS OR OMISSKNIS ARE FOUND ON Y '.. THESE DRAWINGS PRN)R TO START OF — _ COTppU IT BAY DESIGN, LLC N E W A D D I T I O N IR E M O D E L I N G F O R N.' CONSTRUCTION THE BUILDING CONTRACTOR SCALE : _. 43 BREWSTER ROAD ',.. .. ,.. - M SE RESPONSIBLE FOR THE OONTEN — _ /4 •.•. '� M THESE DRAWINGS IF CONSTRUCTION T. DRAWING NO.: . a. .t.•r • • E ■ • f • ■ ■E LTO COMMENCES WITHOUT NOTIFYING THE 1 1 0 MASHPEE ,MA. 02649; DESIGNER OF ANY ERRORS OR OMISSIONS. DATE N RESIDENCE THESE DRAWINGS ARE SOLELY FOR THE USE PH. {508 274-1(�166] # x, OF THE OWNER NOTED ANY OTHER USE OF -'..FAX �50�) 539'9402 582 SHOOT FLY '4'� - THESE THE REQUIRES THERTHEEN 2/18/2014 �� ,�, , 13 FMI x LNG HILL'hROAD CENTERVILLE, MA ARC oN�THE DESIGNER UNDERTTI +, ARCHITECTURAL COPYRIGHT PROTECTION , , r s� i r < a ' I n F 4. V. , r�: e- .a.:,.• o- ;-, - INSTALL 5/8"ANCHOR BOLTS AT 48'o.c.MAX... k 2-0 /SIMPSON BPS 518-3 BEAR PLATES r . - k 15 STEPDOWNWALL W CORNER BOLTSPLACE TO 8'MINIMUM DEPTH 26',VERIFY IN THE FIELD , ti — .--,. - u El STEP DOWN I I o .. WALL 12' _" _. :.. NEW SUBFLOOR TO MATCH EXIST +�': 4 -f I NEW DRAIN TO x ° SUBFLOOR.VERIFY FOUNDATION , EXIST.DRVWELL :. ° WALL HEIGHT TO MATCH UP NEW FLOOR FRAMING J L r — ------ 3-2z 10s ... Z IP.T.2 z8SILL W/SEALER 1 , •, NEW 2z 10's@16"o.c - : DRILL&PIN NEW FOUNDATION - ' - W/MIDSPAN BLOCKING TO EXIST.FOUNDATION WALL ,- .: •. ?OP 8 BOTTOM ., �. ., .: , ANCHOR BOLT DETAIL M - NEW O1 p SCALE: 1/T'_1"� REMOVE EXIST:vE NEW - I o _ eutFAD -I CRAWLSPAC11I }. _ o l2 Gorac.SLAB> 0 I — X g 1 o , - - EXIST. CRAWLSPACE _ SOLID BLOCKING IN THE ,. .. _. OUTSIDE TWO JOIST BAYS EXIST.3-2 z 12 GIRT,.• i.; ,., _ _ _ ."tea... rs'C#f A 4 f �1 F C f 1 " . ?• NOTE: INSTALL NEW 9"BATT - - . - - VERIFY LOCATIONS OF EXIST.SEPTIC I - - _ � �n ,3"t - - SYSTEM 8 GENERATOR PAD.TAKE CARE INSULATION(R30)IN THE b Z� DURING EXCAVATION NOT TO UNDERMINE EXISTING FLOOR FRAMING THESE AREAS r, c CID Of 2 12 .. U _ EXIST. ❑ - - - , t4 ". _ . .' REMOVE EXISTING D.H FOUNDATION PLAN ..- .._ ,� WINDOW 8INSTALL'NEW ,r. �. _ ., � ..ti ANOERSEN A25LAWNING r - WINDOW 1, - 12 AATC , 1---� ~ - - IS AZEK f x 8 RAKE BOARD W/' T,V 1z3DRIP BOARD t` n +�,.. _ - - , e -TOP Of PLATE f x 6 CORNERBOAROS 'AZEK ..: .. ;.. : INSTALL TWO.FULL HEIGHT STUDS B TWO JACK" NEW W.C.'SHINGLES SIDING - : r . . ` .,... F`,.,... ,F .:a TO MATCH EXISTING F- - STUD AT'EACH SIDE OP ALL ROUGH OPENINGS rs UNLESS OTHERWISE NOTED x m AZEK 1.x-4 TRIM WJ - s - _, , = SILL - :. ;WINDOW ti 2 x 6 WALL', `m , .A d. SUBFLOOR R JACK STUD (ROUGH OPENING)' � t. i ax R.O. STUD..DETAIL LEFT ELEVATION - �, REVISED: 5/1/2014 'I ERRORS ORREOMISSIONS ARE FOUND ONE SCALE : DRAWING NO. COTUIT BAY DESIGN. LLc NEW ADDITION/REMODELIN;G FOR / _CONSTRUCTION.TMEIBUI TO START 11411 .11 011 F:': MALL SE RESPONSIBLE FOR THE CONTENT 1 43 BREWSTER ROAD - 9 t C THESE DRAWTHOIF CONSTRUCTgN MASHPEE ,MA. 02649 p: MEST/WHELTON RESIDE -- COMMENCES MRTHOUTNOTRYINGTHE - *,- - DESIGNER OF ANY ERRORS OR OMISSIONS. y, THESE DRAWNGS ARE SOLELY FOR THE USE ,. PH (508 274-1166_ . N C E' DATE M *{ - OF THE OYMER NOTED,ANY OTHER USE OF ^:I-/"1/��(50�) 53.7-9402 T. T-1 � � THESE DT.F TH OEiGNER TREWRITTEN 582 SHOOT FLYING HILLROAD. CENTERVILLE,_MA „ �� ADE� .dY CONSENT OF THE DESIGNER UNDERTNE J - Mx > ARC HITECTURALCOPYRIGHTPROTECTION , o ^ A3 - y ., t ,_ � .. ,.' ^:1. ,.:.. *_ •6�::.. p, x:, „. ,'.. ,: ' e,,,=. •d}. 't e'.__ r ,>.x a ,aY x, w - ,c W NEW ROOF CONST. OO�HINGLES MS -2 x 12 ROOF RAFTERS 16'o.c. - 2 z.12 RAFTERS 75H FELT PAPER SHEATHING - .-SB'COX PLYWOOD ROOF SHEATHING -(: '_ . ASPHALT ROOF SHINGLES 15LB.FELT PAPER - \ NAND WASH SIMPSON H 2.5 HURRICANE CLIPS - ' '--11'HI-R GATT INSULATION BARRIER 3'0'WIOE ICENVATER SHIELD CONT.RIDGE VENT @ SLOPED CEILINGS(R=38) �• ALUMINUM DRIP EDGE - - -11"GATT INSULATION - dx 6 POST FROM @ FLAT CEILINGS(R=38) ± 't',,s - FASCIA,SOFFIT,&FRIEZE - BEAM TO RIDGE 1.1 3/4'x 14"LVL -MULTI LVL RIDGEBEAM. :I` y��✓ %Gr 1 x 3 STRAPPING W/ BOARDS TO MATCH EXISTING j �fa 1�,�. 12"GYPSUM BOARD * - RIDGBEAM : -(2)SIMPSON H 2.5 HURRICANE CLIPS - "F*' D, X'^ �Yt+l AT ALL RAFTER ENDS - " HEAxDEER - -ICE/WATER SHIELD AT BOTTOM _ a _ .� )T ! a 71E r4 2 x 6•s 16'D.c. 3YJ'OF ROOF _ [:. - - TYP. z 6 WALLS PROP-A VENT BETWEEN RAFTERS - - NEW 12'GYP.BD.ON 12 _WIND WASH BARRIERS - - - 1 x 3 STRAPPING 18"o.(z _ B NEW 2 x 8 BLOCKING ITO - - . ',... - TO PREVENT WIND WAR TO PREVENT NAND WASHING -,. n, r a Ks Z' DETAIL AT ROOF . - TOP OF PLATE *' i ,4,0 .,E j'�j. t'y�n• - CONT.ALUMINUM •G:p^Vat•_i�g)�v 1=T-yY SCALE: 1/2"=1•-0,: SOFFIT VENTS NEW WALL CONST. FULL HEIGHT > . 1.2 x 6 STUDS @ 18'o.c. STUDS ON - i _ _, `. STUDS <.._ END WALL - 2.12"PLYWOOD SHEATHING N +. . - - 3.6"(R-20)BATT.INSULATION . .. 2K,2J.STUDS 4.12"GYPSUM BOARD EACH SIDE - 5.W.C.SHINGLE SIDING F - •` 14'-0" 6.TYVEK VAPOR BARRIER(EXTERIOR) NUIRFLO R-GPED&NAI TPOLYVAPORBARRIER(INTERIOR) € - GENERAL STRUCTURAL 1 GENERAL STRUCTURAL (coNrD) SUBFLOOR-GLUED&NAILED NEW 9'BA d A wsULATIO -FIRST FLOOR N❑T E S: - NOTES: - R=30- SUBFLOOR - AQ . - NEW 2 x 10'S @ 16"O.C. '- - - 1.ALL CONSTRUCTION LS TONE UN ACC'()RDANCE W ITH THF: WALL FRAMR+NG UPLIFT CONNECTIONS: NEW P.T.2 x 6�SILL W/SEALER - - M ASSAC'HUSETTS STATE BUILDING CODE FOR ONE-AND TWO FAMILY i - p DWELLINGS.SEVENTH EUi'I'IONIIRUCMRI.AND ALL'.AMENDMENT'S. --I- I:ATTACHEXTERIOR WALL SPUDS TO THE DOUBLE TOP PLATE AT THE NEW 3- 10'S VERIFY ALL WALL& WHICH IS BASED ON THE 2(M)9 INTERNATIONAL RESIDENTIAL CODE I ROOF WITH I I I TSP CONNECTOR AT 32.O.C.PROVIDE(9I-10d 1 14 NAILS - CRAWLSPACE GRADE HEIGHTS IN TO THE STUD AND(61-10d NAILS TO THE DOUBLE TOP PLATE THE FIELD 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE I.' CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT WITHA ERICAN FOREST AND PAPER ASSOCIATION IAF&PA).'WOOD I REVUIRED WIIFN USING H2A CONNECTOR PER NOTE'2'.'ROOF FRAMING NEW B'CONC.FOUND.WALLS _ OOR FRAMEM ONSTRUCIION MANUAL.FOR ONE;-AND TWO.FAMILY I CONNFA'TIONS'. - .- - - - - W/(2)94 HORIZ.BARS AT TOP a NEW 2"CONE.SLAB - DWTLI,INGS 1 WFCM I.AND 1 HE-MINUMUM DESIGN LOADS FOR BUILDINGS ' &BOTTOM OF WALL AND OI'HFR STRLICI't7RES(ASC'E74)21. THE BASIC WIND SPEED FOR THE 2.EXTERIOR WALI-STLIDS ON SECOND FLO(:)R TO BEATTACI(ED TO ` - ` DESIGN OF THIS Sl'RUC'EURE IS 110 MILES PER Hf)UR W ITFI EXPOSURE STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(I I CS 16 ' CATEGORY'(,". COIL STRAP W1 114)lOd NAILS IF NAILS AT EACH END OF STRAPI WITH A STRAP CUl'LENGTH OF IR--THE CLEAR SPAN ACROSS RIM BOARD. NEWS'INGS GONG. - 3.1'l1E C'ON'1'ILICTOR IS RESPONSIBLE FOR C()NEAC'TING THE LOCAL - STRAPSTO BESPACFD AT32-O.C.tEVERY OTHER STUD:.STRAP IS NOT NEW DRAIN,TIE INTO FORFRAmrNo i 3/4'x 14'LVL RIDGEBEAM FOOT INGSW/2z 4KEY EXIST.ORYWELL THEUILDINGIOFICIAL EQUIRS MATT ENSPEc MSPI:CTI(1N1ti).IF REQUIRED AT IEDO OVER LHOD SHEATHING. IONS.C516 CUILSTRAPS 1_ W/(3)t{S BAR53"FROM BOTTOM 4'-0" 111E BUILDING OFFICIAL REQUIRES THAT THE MSPEO'TIONIS16E 1'O REAPPLIED OVER PLYWOOD SHEATHING. - - - - (Y)hlll Fl E)BY IHf INGINEI:R OP RFX'ORD.IIIF.C(1NrPAC"IUR EIA(L g" m /L R i/�_ CONTACT THEENCINFCROI RECORD 24 HOURS PRIOR TO THE I)ML 0.'{IF.N i.ATTACH FIRST FLOOR STUD TQHIM BOARD WITH(TICS 165TRAP AT I BUILDING SECTION �\ STUDY TsURV.IHATALIS115EOf)URALFMEMBRSAN CONNECTIO STARE BOARD.AND PROVIDERDTOF FOUNDATION TO DNSILL LATE ITHIFIM ((]) INSIBLLFo iNsPEc oN.(FA RINGTHE ANDCTIONI:CTWNSAII BOARD.ATTACH RIM BOARD TO FOVNDATION SILL PLATE WITH HI DSP `=� VISIBLE F'(IR INSI•I:CLIf1N.IP DURING T}IEMSPECTION.ANY N)Rl'I()N OF CONNECTOR PER 72-O.C. IIIESTRUCTURFISDEEMED N)TViSiBi.EORISINACCE-.SIBI.EEOR 7 ALTERNAIESTRAP INSPF.(`HON.FINAL APPROVAL.OF THE ENT IRE STRUC'LURE WILL NOT HE GIVEN UNI'ILTIIISCONDITION(SC()RREC'I'FDATTfIEC'()N'I'RACTORS AI ATTACH FIRST FLOOR STUD TO RIM BOARD WI"fH(111 C516 STRAP AT EXPENSE. 32.O:C.AND PROVIDE(61 I Od NAILS TO STUD AND 161 IOd NAILS TO RIM 14'-0" - ,�,' BOARD.WRAP SI'RAP UNDER fOUNDATION SILL PLATE AND OVER TOP - I 4.ALL WOODC'()NSI RUCTION CONNECTORS AS SPECIFIED ON INfSE_,Y (/PSILL PLATE.FILL ALL HOLESIN51'RAP ON TOP OFSILLPLATE V ' CONSTRUCIION DOCUMENTS IO BESIMI'SON SIRONG-TIE IN A - - AC'CORDANC'I:W'IIHCA'IN.tGC-2(XN.fLLSIHERESPONSIBILILYOF"IHE .3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL CON LILAC TOR 1'(1 INSl"ALI.ALL CONNECI'(IRS IN ACCORDANCE Will l PROVIDE.A CON7'DNlJOUS LOAD PATH FROM T}IE ROOF'EO THE AQ - MANUFACTURERN SPI'.C'111C'.ATIONS. - I FOUNDATION. INS I AI LED IN ACCORDANCE W ITI(MANUF.ACTURFRti SPCC'IFICAI'R INS.! 2 5.ALI.ENGINCEW:D LUMBER PRODUC'TS'10 BE TRUS JOIST OR EQUAL 4.CONNECTIONS FOR WALL OPENING ELEMENTS.(REFER TO DETAIL.2-WF) AQ _ O O 1. - --- ----------- - HEADER SIZE HE TO JACK STUD JACK STUD TO S()l.f,PL1TE - - 12.-0" if L T-0-TOP-0- (21 LSTA9 SOLID 8 BLOCKING IN THE OUTSIDE ' 3Lc.1J 2J 2J 3K1J ROOF FRAMING CONNECTIONS Y OISP4• - - - t. 4:r m 6-0- (2)ISTA 9 12)SPA• TWO RAFTER&CEILING JOIST BAYS - - ' - 1.A;EWfACIIH(I)ING RAITENSIA1'111E RIDGE OVER THE�OPt FTIII- I 4 - 48'O.c.,ALLOW SPACE FOR AIR _ L61'TO R'-0' (2)LSTA 12 NI SP4 RIDGE WITH(;VE_R IR TENSION INTO RAT O.C. ;IMCO HE - @ ' INS:ALLIOUb F.RR xI SIIFATHMGINFO RAFTERS N'J IOd COMMON I.. I R I-TO 10-01 121 LSTA 16 (21 SPH6'I FLOW ON THE UNDERSIDE OF ROOF 6,4, ..f 'NAiI-STO RA--I ERS(REFER IU DETAIL 1-RFf L OT-1-TO 16'-0- 421ST2122 (2)SPfi6s SHEATHING - 'ZJ 2.All'AC HF.'11IENDOFPAC'FIRAtIETO RI'HEDOUBLI:'LOPPLAILOF 'ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE - ' PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR IREIX TERIOR WALL Win( H2,5ACONNECIOR.CONNEC'IORIOBI;. 114E JACK STUD TO HEADER.ATTACH C'ONNEC'FOR WITH HALF OF THE jp APPL LID DIRF.C'TI,Y TO 2X TOP PLATES ON OUTSIDE T.4CE OF WAIJ_. REQUIRED NAILS TO THE JACK STUD AND HALF OF I'HE REQUIRED NAILS - ,O.TFRNATFUSIi(11112A FROM EVERY RAFTER IOWALL STUD BELOW' TO THE SECOND FLOOR RIMBOARDOR FOUNDATION RIMBOARD. - - - - TSP CONNIi'TOR PCR NOTE'T.'WALLFRAMINGUPLIFI'CONNECTIONS-. CONNECTOR TO BE ATTACHED DIRECTLY T02X FRAMING AND IS NOI REQUIRED WHEN USING 11)112A AT EVERY RAFTER. RIMBOARD.ALI ERNA7'E CAN NOT BE USED WHEN SOLE PLATE;IS _ 2K,2J: - I 3.BLOCKING 10BI.PROVIDED ABOVE I HE DOUBf.E T()P PLAI FOF THE Al'TAC'HED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. � _ • , EXTE;RIORW'ALL.AI'DIF K(X)FWITIIRO()FSHIATHINGNAILED TO I HEF NOTE: x' - - _ AI.(x'KING.Alb-O.C.1'KO\•IDEM1"NOIC'IIMHLOCKING'f()PR(K IOI. �;i.. - - ' "AUI.VUAiI VI:N'lli..n[ION AS REQUIRED.BLOCKING T(1PEAll ACNI:U'. A.HEADERS FOR DOORS AND WINDOWS TO HAVEIIIf18 C()NNEC'TORAi _ DIRICILY 1ODOU8LEIOPPL4FF.OF INEEX11�Rx1RWALLW!OIRBC I'HETOP AND BOTTOM OF ALL CRIPPLE STUDS. ". CONNLC IOR i' - ' 1 B.HEADERS AND LARGER CER REVUIRL121 JACK KSTUDS AT LAC H BEND 2K.1J 2K,iJ N.PROVIDE 2XBI(XKMG AT THE RIDGE BCTWEF?ALI RAF[ All OF THE 1EAUER- EXC(( - - - TIIE R(1()f SlIL:\IIIMG ATI A('II SIIPATHNG'fO HI(XKING W/'-. -• o Xd NAIISA16-O.(' RIIXIEHL(K.KIN(31.SNOI'RE()UIRIiDW11EN _. -C.PROVIDE 0 I A23 CLIP ON THE TOP OFALL HEADERS AT EACH END OF SHE AIIfNC IS Ai'I A(III:D DIRECTLY 1'()A RIIX)E B<1ARU OR HEADER TO THE KING STUD ADJACENT TO THE OPENING. - - - .. STRUCTURAL RIDGE BEAM. - - - . - - ••"' t + .+ .P D.PROVIDE(11 SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF - A ' THE.WALL.W'l l'fI(3110d NAILS TO DOUBLE TOP PLATE'2*ABOVE.NAILS ROOT- FRAMING/L MINA\ PLAN TO KING STUD.WRC'S 16 STRAPSIZE REFER TO NOTE'2'ABOVE.FOR KH (V- FlILSTFLOOR HFADERS PROVIDE(H CS 16 FROM EACH KING STUD TO - 12'-0" - - THE.FIRST FUK)R RJM BOARD.FOR CS 16 STRAP SIZE REFER TO NOTE'.- . ABOVE - .. F_KING STUD lO RIMBOARD CONNECTION SPECIFIED IN N()TE'U'ABOVE ISNOTRE(jU1REDWfIPMEASHEARWALLHOLDOWNiSADJACENTTD- NOTES. THE OPENING. 's 12 .. 1:) ALL ROOF RAFTERS TO BE 2 x - • - I F.SILLS FOR OPENINGS LESS THAN.'-0-WIDE REQUIRE 111,A23 CLIP AT - UNLESS OTHERWISE NOTED - { THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT FACH ENDUE _ HIE SILL PLATE FOR OPENINGS4'-TANDLARGER.PROVIDE(2)A23 2.) USE(2)SIMPSON H2.5 HURRICANE CLIPS H OF THE SILL PLATE ON THE TOP AND BOTTOM CLIPS A7 EACH END MOF AT ALL RAFTERS ENDS SHEARWALL PLAN : THESR.LPL 3.)VERIFY GUTTER TYPE/LAYOUT REVISED: 5/1/2014 COTUIT BAY DESIGN LLC NEW ADDITION/REMODELING FOR: THEEDFUURSHALLBENOSTARTFANY SCALE : DRAWING NO.: ERRORS OR ONOSSX)NS ARE FOUND ON THESE DRAN4NCS PRION TO START OF ((]] CONSTRU BOX THEE F10RITNECOTRE DR 1/41f 11-011 - 43 BREWSTE71 ROAD 1: - 1N THESE DRAIMNDS IF DONSTRUCTION W E S T/W H E LTO N RESIDENCE ) MSIGNEOES VNTNOUT ERRORS OR THE MASHPEE MA. 02649 THEM EROFANY MEO SOLELY MR S SE OF DATE : p THESE O-ER N ARE SOLELY FOR THE USE Ly PH. (SOVQJ1 274-1166 OF THETHERUUMNNOTEO.ANVOTNER FTTEN FAX (508) 539-9402 COSENTOFTEDGS EIGNERQUIR NERTHEEN 2/18/2014 A4 582 SHOOT FLYING HILL ROAD CENTERVILLE, MA ARC90ITECTRM_DESIGNER ONDERTTR ARCHITECTURAL COWRIGHT PROTECTION TRIMMER STUD KING STUDMODEL NO. DIA. MIN.EMBED. MIN. REBAR LENGT BUILT-UP CORNER ST MODEL NO. DIA. MIN- EMBED. MIN. REBAR LENGT (PER PLAN) (NAIL PIE t - ) 1 • (PER DETAI 1 - - q,. - WF SSTB16 5/8 50' SSTB16 5/8 50'. ? OPENING {I SSTB20 5/8 58, n SSTB20 5/8 58' - CS16 STRAP SSTB24 5/8 - 66' s ! SSTB24 5/8 66' ^ - -rl------- (PER GS SSTB28 7/8 74' - I.I (} w (� SSTB28 7/8 74- f:. - '(`( SSTB34 7/8 - 82' I SSTB34 7/ .. . SS B3 8 82 jtT -t j o HDU HOEDOWN SB1x30 1 96• , .HDU HOLDOWN Blx3 t -S 0 96' "'NOTE #4 REBAR TO BE CENTERED ON HOLDOWN CS16 SERA I) io = II' i AND LOCATED 3' TO 5' DOWN FROM TOP OF (PER GSN) 11 '-NOTE- k4REBAR TO BE CENTERED ON HOEDOWN - II t THREADED ROD ,THREADED RDD b AND LOCATED 3' TO 5' DOWN FROM TOP OF FOUNDATION VALE 'I FOUNDATION WALL Ii PER SIMPSON MANUFACTURER'S SPECIFICATIONS. PER SIMPSON M UFACTURER'S SPECIFICATIONS. . RR' RR RA TPS 111- III I11 PER GSN 45' d ,(PER GSf•�B R •.y dU e a dU f d If k4 REBAR SSTB HOLDOWN ANCHOR c NW COUPLER v k4 REBAR■ A - 4T -- BOLT DSP <PERGSM - (PLACE SSTB ARROW SSTB HOEDOWN ANCHO EDGE DISTANCE _ ON TOP OF ANCHORTO .ee 4 REBA�2 POSITION IN WALL PER 1�5;FOR 2X4 W LL 3' TO 5IJ. 4:REHARe a - u DIAGONAL IN CORNERSIMPSON MANUFACTURER'S 2 S FOR 2X6 W LL APPLICATION) SILL!PLATE c DSP e - CNW COUPLE + LiANCHOR BOLT - (PER GS SPECIFICATIONS. SILL PLAT ANCHOR BO(PER'GSN) d - - SB HOLDOWN ANCHO : -(PER GSN> d EDGE DISTANCE NIN..REBAR LENGTH .o - SSTB HOLDdWN ANCHOR 275 FOR 2X6 JAAILHOLD D❑WN @ PLAN VIEWMIN. REBARH❑LD DOWN @ PLAN VIEWs MIN. WINDOW ❑R DOOR ❑PENING EXTERIOR BUILDING CORNER BUILT-UP CORNER STIRSMODEL NO. DIA, MIN. EMBED. MIN. REBAR LENGT -(PER DETAII(1� / ) - OPTION ttt7 FIEAOER SI ® ® ® ® ®' � Q W/- ssral6 s/a ) so' 2x6WALL �.SSTB20 5/8 58' x6 DOUG FIR PO$7 O.0 4? O.C.SSTB24 7/8 74'SSTB28 7/8 74' �. L•4SSTB34 7/8 82'HDU HOLDOVN SB1x30 1 96' -ZA + ..+I 4■NOTE- k4 REBAR TO BE CENTERED ON HOLDOWN +CS16 STRA(PER GSM AND LOCATED 3' TO 5' DOWN FROM TOP OF - HOLD DOWN - wT113N 42THREADED ROD FOUNDATION WALL (PER-PLAN + +( ® ® © ® ®. 0 O PER SIMPSON MANUFA TURER'S SPECIFICATIONS. F + +; + + HEADEa s1zM[N. REBAR(PER GSN) RR. k4 REBAR■III PLAN�VIEW - ELEVATIDN VIEW dNOTES DSP'(PER GSN) d y3' TO _ 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH k4 REBA <2) ROWS OF lbd (0.162'x 3.5') NAILS AT 16' O.C. FOR -1SILL PLATE'�_ o CNW COUPLE a EDGE DISTANC - 2ND STORY SHEARWALLS. -t ANCHOR . ° 1.75' FOR 2X4 WALL (PER GSN) SSTB.HOF DOWN ANCHO 2.75' FOR 2X6 VAT- 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH •su•'�„ `•`"tee"..,,A a.,...,• - " o SSTB HOEDOWN ANCHO (2) ROWS OF 16d (0.162'x 3.5') NAILS AT`4• O.C. FRAMING a WINDOW AND DOOR OPENINGS - - - -. - - (PLACE SSTB ARROW STAGGERED FOR 1ST STORY SHEARWALLS. ! - ON TOP OF ANCHOR HOLD; DOWN @ DIAGONAL IN CORNER PLAN VIEW BUILT—UP CORNER @ t INTERIOR' BUILDING CORNER APPLICATION) END ❑F SHEARWALL - SHEARWALL SCHEDULE: SHEARWALL H❑LDD❑WN SCHEDULE ROOF SHEATHING EDGE NAILING ROOF SHEATHING WALL TYPE SCHEDULEI FOUNDATION HOLDDOWNS: -}(_PLYWOOD-(M- GES8I.00KF.D) O HUU5-SOS2.5 WISST8241 DIAMETER ANCHOR BOLT'W/CNW'i LSTA STRAP @ 16' O.C. - OOF:RAFTER QI 7W COMMON OR GALVANIZED BOX NAZIS CR_':6'O.C.EDGES AND COUPLER NUT BETWEENSSTB24-AND i THREADED ROD INTO .2X BLOCKING BETVEE 'PER PLAN 12'O.C.FIELD. HOLDOWN.POSITIONSSTBII W:ANCHORMATETO (- - - - _ (PER GSM RAFTERS CNDTCH FORMWORK PRIOR TO CONCRETE,POUR FOR CORRECT - PLACEMENT. ROOF SHEATHING - VENTILATION IF REOUIR . j - %PLYWWD-/FDGFS BLACKED, - _ REFER TO ARCHITECTURAL DGE NAILING 2 Sd COMMON ORGALVAMZED BOX NAILS(4-O.C.FAGES AND _ (7) - IOD NAILS - PLANS FOR MORE INFO.) 12-D"c'FIELD. SHEARWALL CONSTRUCTION: - - @ EACH EN. NOTE FOR PLYWOOD SHEARWALL-TYPES I AND 2 LISTED ABOVE LALL SHFARWALLS TOHAVE DOUBLE TOP PLATES AND DOUBLF2X _ ' &ICOMMCJN OR GALVANIZED e()X NAILS=10.17I x 2 Y•'1.GUN - STUDS AT FACH END OF WALL IUNLFSS NO'IF)OTIIFRW MF.I {. -. NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAYBE US ED - -f'- AS A SUBSTITUTE_ 2.FACE NAIL DOUBLE TOP PLATES Wl 16d NAILS Al'16-O.C. USEIRI-16d +++++++ +_++,++++ _ - 1 � _. NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. - ROOF RAFTER PER PLAN. ( DOUBLE 2X TOP PLA E SOLE PLATE CONNECTION .SCHEDULE, 3.NAILINGFORPERFI)RATEDSHFARWwLLSrOBECONIINUEDABOVE AND BELOW ALL OPENINGS IN SHEARWALL. SEE ALTERNATE REFER TO ARCHITECTURAL PLANS FOR - - CONNECTION TO FLOOR RIM BOARD 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT ROOF RAFTER PER PLAN - RAFTER DIMENSIONS AND - nT H2.5A (INSTALL PRIOR C- - - SHEARWALL ENDS WITH(2116d NAILS AT 6-OC'.FOR SECOND FLfx)R - EAVE TO BLOCKING AND - -ATSP (INSTALL� t - WALLTYPF SOLEPLATEC-ONNECTIONTO RIM BOARD SHEARWALISANOI2)I6d NAI(.SAT4-UCSTAGGEREDFI)RFXIT - ALTERNATE- ATTACH OPPOSING DETAIL TirNI�f�� PLYWOOD SHEATHING). I FL(x)R SHEARWALLS. - - RAFTERS BELOW RIDGE BEAM OR DW&E 2X TOP PL ALTERNATE, 2X'STUD^ Qj u)-16d COMMON NAILS PER I6'. - - RIDGE BOARD WITH 2 x 4 COLLAR - cRFrrmm�Dl.ODGwNscllEDul,eFORnelxnvNSArsuEARwwuTIE AS SHOWN. RIDGE STRAPS NOT - - BEAM H2A PRIOR - ENDS. "REQUIRED WHEN USING A COLLAR (IF SHOWN ON PLAJBC (INSTALL PRIOR Q w1-IWlOMMON-ILSPFRI6'. TIE O WALL.SHEATHING TO PLYWOOD.} SHEATHING) - LEGEND- STRUCTURAL RIDGE BEAM RAFTER T� TOP PLATE OR OF °°°BCE 2X 1' IFH2A°IS USED AT Q3 2)-slMlsoN sosz?Jtz 1Y.'x 71§IW(X)DSCRFW'S PFR I6. - .. TOP PLATES, PROVIDE '..EVERY RAFTER. 90' BEND TO - CONNECTION TO CONCRETE FOUNDATION QI SHEARWAI.11 TYPE ' - f SILL PLATE CONNECTION TO CONCRETE O SHFARW'ALL GRIDI.INE { Y.-DIA.ANCHOR BOLTS AT 32-O.C. NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE)R-DIAMF-'rF,R A3o? O SHEARWALL IIOLDDOWN TYPE STFFJ,ANCH(IR BOLTS WITH J'x l-x Y'PLATE WASHERS WITH 7- MINIMUM- - - - ' EMBEDMFNT'INTO CONCRETE:. - - - ' � SHEARWALL.11()L.UIX)WN . . ------ SHEARWALL- .: -RFORATESHEiARW'ALL.CONTINUE PLYW(K)D ABOVE __ - ` - •* �.. _ AND BELOW'OPENING WITH NA ILING ACC'ORDINO 1'f) - - - SPECIFIED SHEARWALL.TYPE K 40E KING STUDS REQUIRED A'F W'ALL OPENING - - t r THE DESIGNER SHALL BE NOTIFIED IF ANY [ � coTuiT BAY oEsi�N ��c NEW ADDITION/REMODELING FOR TERRORS ONO HESEDRAWNISSPRIORTOSTARTON SCALE : DRAWING NO. t - THESE DRAWNGS PE BUILDING DI START OF 43 BREWSTER ROAD - •. CONSTRUCTION.THE BUILDING fANTRACTOR /411 �1 011 WLL�RESPON8IBLE FONSTRUC CONSTRUCTION NT THESE ORAOMNGS ME SOLELY FOI (� �J I''t t� �]C (j J//�■\/A\� - IN THESE DRAWNGS iF CONSTRUCTION - IYIAsrIr EE -VIA. o•CG V4�7 ' WEST/ Y Y HELTONV RESIDENCE - , COMMENCES MYERTNDTIFY,NO THE C o '7 .I � I .DESIGNER OF ANY ERRORS OR OMI5510N3. DATE - . ��. (508 274-I�66 - �° OF THE Cl DER NOTED.ANY OTHER USE FAXFAX C ul1 C (� (],t THESE DRAWNGS REQUIRES THE NWITTEN 1 (50V) 539-9402 h CONSENT OF THE DESIGNER UNDER THE 2/18/2014 A5 582 SHOOTTLYING HILL ROAD CENTERVILLE, MA A�RTHOfECTURA COWRIGHTAOTECTRN - I i oe) tia cv -- ------ g5, \ \ / l ' / pip '� A� LOT A / - 17,404 S.F. cw y ' 1 NOTES: ' LOT "A" IS SHOWN IN THE 'X' FLOOD ZONE (ACCORDING:-TO__THE '-PRELIMINARY_FEMA"MAPS) - PR©POSE `., '� LOT "A" IS SHOWN IN THE "RD 1" ZONING I �' DISTRICT. 12" ;' OG��' 0,4� T�s 16 DITTO FS. \' ,` 'FREE � 4��y� � S, i, ti THE EXISTING LOT COVERAGE IS STRUCTURES: 2,452 S.F. (14.1%). PAVEMENT: 3,611 S.F. (20.7%). THE PROPOSED LOT COVERAGE IS v5 1 2,616.5 S.F. (15.0%). PAVEMENT: 3,611 S.F. (20.7%). OAK �8 ey'X G� � ,�' s' 4 , WIND EXPOSURE ZONE : "B" HOUSE # 582. 018 ' O OAK SETBACK REQUIREMENTS: FRONT: 30' SIDE: 15' REAR: 15, I - 6 OAK cy ' y r----- ------- ,, �qG A 'v OAK i ?it - ,�q ' SITE PLAN jlpp PREPARED FOR r STEVE COOK OF HN` o7 , ` 582 SHOOTFLYING HILL ROAD A U E r BARNSTABLE a,cMs r l , lN9 y �5101 J.E. LANDERS-CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 0 10' 20' 30' 40' 508 540 — 3344 f fax 91 ASS.#193134 DATE: 10123113 SCALE: 1" = 20' _ SCALE: i" = 20' DRAWN BY: JDR r J14 i ; zj;`�j REVISED: 2 5 14 SAP JOB N0. 2325 SHEET: 1 OF 1