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Home My WebLink About0204 AMES WAY � r a }n:.•� .,. h., •, ,, .4 ..� �. .: .,. r , .. .. ,: ,. _, � < .- . -.. .. �3a+ +W2 .6 e, 'sdk� }�'k r�A, ,, .... :.� i. � �:...r. ,. F'.,sk. •..'- .. � .. � +q.,., ':N. N y.^» .,u ^ft. .«A nStvC 'IV °+�1��f. "� 'Ile C' ',j:{. .�@f•i +, ', r�( 1;y,' ,.y_J... .°•y-F1 ,sx n,.�:rA... :�,. +, ,a. ...: ,,.... .., � .�. .. ;4.,..R.. •,�. ,.. -'.:...: .. �F y tf a+A�ak k� �'p '�1Yf F� As � •� 0I, 7� 4`4d,�'� �., {1 K `E �, • �Y k t;l y r m .i� „• Y t e{ ai �,: a¢ t `�',� st �"t* ' a E h � r•'� JE a • r• ,y C 4 {t y - '.. _ �.. a `•. :,' Town of Barnstable Bulldi • �VJ w. . .wx�sY Post This Card So That it is Visible`From the Street 'Approve Plans Must lie Retained on°Job and lluSaCard Must be,Kept'o,' snwns Posted Until Final Inspection Has Begin Mdde `';, ,+,>`° x f i i639� 0 iv: r" ri i�4; :_' '•a.•: r' `..: ^. 'i r .. : ,� •;`ems. y „.. -• Permit ' �►iw�' Wye a Certificate of.TOccupancy is Required ,such Building shall Not be Occupieduuntil a Final lnsp�e'cticn has been made. Permit No. B-18-3459 Applicant Name: TURO, ROBERT F&SUZANNE L Approvals Date Issued: 10/18/2018 Current Use: Structure Permit Type: Building-Shed-Residential.-200 sf and under Expiration Date: 04/18/2019 Foundation: Location: 204 AMES WAY,CENTERVILLE Map/Lot: 170-018-007 Zoning District: RC Sheathing: Owner on Record: TURO, ROBERT F&SUZANNE L Contractor Name: Framing: 1 Address: 204 AMES WAY Contractor License: 2 CENTERVILLE, MA 02632 Est. Project Cost: $0.00 Chimney: Description: 12x12 Shed Permit Fee: $35.00 Insulation: Fee Paid:" $35.00 Project.Review Req: 12'x12'shed located as shown on submitted site plan Final: Date: 10/18/2018 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 and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or•road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. i r Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:' 1.Foundation or Footing Rough: 2.Sheathing Inspection , 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation - 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with,unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT I ✓1—L-C S rr, 1 J Town of Barnstable �TKErp Building Department Services Brian Florence,CBO ! RlR7VRARr,,�y' . Balding Commissioner En 59. 4 � 200 Main Street, Hyannis,MA 02601 www.towubarnstable.ma.us Office: 508-862-4038 Fag: 508-790-6230 PERMIT# FEE: $35.00 P� SHED REGISTRATION C7 00 RESIDENTIAL ONLY 200 square feet or less Location of shed(address) Village 20 Property owner's name Telephone number �Z x17— Size of Sbed Map/Parcel# `o fi - Sipe mre V Date Hyaunis Main Street Watmfront Historic District? . Old King's Hioway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off boors for Conservation 8:00-9:30'&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE TBE APPROPRIATE COMMISSION FOR DETAILS. TMS FORM MUST BE ACCOMPANIED FY A PLOT PLAN . Q-forms-sbedreg t 1� REV:08/6/17 • I UWiI Ul DafJ1151.aDle Regulatory Services °FtHE t Richard V. Scab,Director + o� Building Division . Paul Roma,Building Commissioner ' 'OTEo a 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma us Office: 508-862-403 8 Fax:. 508-7.90-623 0 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: 471) 7 Name: - An eS W O-W(-O.nnC.LC Phone#: 7�1—369 Z Address: C� CYl S ��" l Village: Name of Business: �U f /lam �2U�i -C)O 1 n Type of Business: H Map/Lot 0 C U INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit.' • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The.use does not involve-the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,.glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess , of normal household quantities. • Any need for parking generated by such-use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No.person shall be employed in the Customary Home Occupation who is not a permanent resident of the 4R,6y. 6120116 unit I,the une read and agree with the above restrictions for my home occupation I am registering.A171 )Z Applica Date: Homeoc.d t YOU WISH TO OPEN A BUSINESS? Alk For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this format 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is required by law. vv(M lease. DATE: 6` 7/I � Fill in p .:�•�!r,;�:�:;:_; :::;t;;,+�u'�'3�z"� � APPLICANT'S YOUR NAME/S: /YI BUSINESS YOUR HOME ADDRESS: o� ,.,-,. •r:sti•::�,,,ys-r. y.,r;;� DS Web _3•g ,�03 C54eu11-1,\e M A n a';e TELEPHONE # Home Telephone Number —368 3L--03 _ (: ,iulrvib�l5akd h pia; ��'. ' �r;•:.rt:.o.rt',;n;�r=;� E-MA I,L: NAME OF CORPORATION: NAME OF-NEW BUSINESS C,e n u�n e- ova 1, TYPE OF BUSINESS v IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS. . �,o Q MAP/PARCEL NUMBER VU (Assessing) When starting a new business there are several things you must do,in order to be in compliance with the rules and regulations of the Town of 'Barnstable. This form is intended to assist you in obtaining the information you may need.- You MUST GO TO 200 Main St. — (corner of Yarmouth • Rd: & Main Street) to make sure you have the appropriate permits and licenses.required to legally operate your business in this town. � > ' MUST COMPLY WITH HOME-OCCUPATION 1. BUILDING COMMISSIONE OFFICE RULES AND REGULATIONS, FAILURE TO This individual has bee for 6f,any per requirements that pertain this type of business. COMPLY MAY RESU�Y IN FINES. Authorized Sign u e** ' COMMENTS: 74 114% too 4e� 2. BOARD OF HEALTH This individual has been informed of the.permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING,AUTHORITY) This in has been informed of the licensing.requirements.that pertain to this type of business. Authorized Signature**. COMMENTS: 10/06/2016 01:08 15089478750 WOODSTOVESANDFIREPLA PAGE 01/02 Waodstovx es and Fireplaces Unlimited, Inc.I,nc 193 East Grove Street, Route 28. • Middleboro, MA.02346 Tel. 508-947-8835 • Fax 508-947-87 50 Blor your review please reply. To: a From: Attn: Re- Fax: SW 7?V-&..).3 b Date: /,o &A!o Pages: including cover page u1 QS &Yt t wee s �� f On 7`. C a Please confirm all orders 4 fax 10/06/2016 01:10 15089478750 WOODSTOVESANDFIREPLA PAGE 02/02 n w a; Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 109696 Type: Private Corporation Explratlon: W21I2018 Tr# 419291 WOODSTOVES & FIREPLACES UNLTD ; NATHAN HINDENITH _ 193 E GROVE ST - MIDDLEBORO, MA 02346 Update Address and return card.Mark reason for'changm C] Address 0 Renewal Employment 1 Lost Card =�Office or Consumer Affairs&Business Regulation License or registration valid for individual use only before the ex * HOME IMPROVEMENT CONTRACTOR p'ration date. If found return to: ? , Registration: 109896 Type: Office or ConsumerAffnirs and Business Regulation Explration: '9/21/2018 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 0211.6 WOODSTOVES&FIREPLACES UNLTD. NATHAN HINDENITH 193 E GROVE ST ,. .....__ MIDDLEBORO,MA 02346 Undersccrcwy Not valid without signature r r, Massachusetts Department of Public Safety Board of Building Regulations and Stands License: CSFA-049288- Standards Construction Su Workers Comp Insurance Info! pervisor 1 8 2 . _ Family , NATMANJ HINDEMp�y Cove Risk Insurance 183E GROVEEBOR : 0140005 .� ST�gORO Mlpp PoIlcy# 00748112 MA 02, , Exp: Never Lapses 781-353-2110 Ann �n C Note: Form 7o Request Inf.Sent To.., Cofnmissioner �Piration: • ��018 s 10/06/2016 01:08 15089478750 WOODSTOVESANDFIREPLA PAGE 02/02 The Commonwealth of Massachusetts Department of.InduArial Accidents Office of Investigations. I Congress Street, Suite 100 Boston,MA 02114-20.1.7 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AD-Pligant Information Please Print Le 'bl Name(..Business/Organization/fndividual): Woodstoves and Fireplaces Unitd/Nathan Hindemith Address: 193 East Grove St City/State/Zip:Middleboro,MA 02346 Phone #:508-947-8835 Are you an Employer?Check the appropriate box; Type.of project(required): 1.0 1 am a employer with 2 4. 0m I a a general,contractor and T employees(full and/or part-time).* have hired the sub-contractors . 6. ❑New construction 2.❑ T am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling shipand have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' g ❑ Building addition [No workers' comp.insurance comp: insurance.t required.] 5. �] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their l 1.0 Plumbing repairs or additions myself, [No workers' comp. right of exemption per MGL. 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No,workers' 13.0 Other woodstove comp. insurance required.] Any applicant that checks box VI must olso fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating ouch. �Contractom that check this box must attached an additional sheet showing the.name of the sub-contractors and state whether or not those entities have employees. If the suh�contractors have employees,they mavt provide their works-W comp.policy number. I a.m.an employer that 0 providing workers compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Cove Risk Policy#or Self-ins. .Lic. #:014000500748112 Expiration Date:never lapses Job Site Address:204 Ames Way City/State/Zip:Centerville,MA.02632 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 fino of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA,for insurance coverage verification. I do hereb cent er under the pains and enaldec n u that the information provided above is true and correct Signature BRA/ Date '25-16 Phone#:508-947-8835 Official use only. Do not write in this area.to be completed.by city or town official City or Town: PermittLiemse is Issuing Authority(circle oxac)t ` 1.Board of Healtw 2. Building Department 3.,City/town Clerk 4.Electrical Inspector 5.Plumbing 6.Other Inspector Contact Person: Phone#s = TOWN-,OF BAtRNSTABLE BUILDING PERMIT APPPL,IF ATION Map 1'70 Parc )$ 007 Application� Health Division r' ,iG d-�j�id h Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address &U� WAU Village Cil��'�.ryI ' f Owner _Q'1Q,1kAA,t 7/,L Address '�'oq Telephone Permit Request �f7I Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 7,1 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other i_,`G entral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No p 9 9 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ a 'Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:7 m Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use =a APPLICANT INFORMATION (BUILDER OR(fiO1VfEOWNER) Name /Gt4® p Telephone Number (Jt�g) Address JOY Y M-S MQ.11 License # 1�.�2K�1/1 �P Qa2 Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE z�h0 �/f i FOR OFFICIAL USE ONLY APPLICATION# bATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER w ^ DATE OF INSPECTION: FOUNDATION 1' FRAME I INSULATION L� r t FIREPLACE ELECTRICAL: ROUGH FINAL 1! PLUMBING: ROUGH FINAL is GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. lnid ' M 1. 'fW��#�e�•di� +�ti(Yls ��elP,� .��„ +',a°} ,�;.<�.a,c ,�' ��` ski" � � `�j� .�ro"�_�`�3w� �«' `�. i-�g�"�,- � .; �'� �' '�' r IJrWl, .P° r t >s, a.r�-, f-� 5� a., wa i q •> - '� .,r•. `v# e�rs#•rs - ,�' ,e r m.t;`�}q< a ors r �z sr. .�.3 �2. - t`.y,. «'r. :fi'x {r'. ,,�. ..�e .: s*"&v'aRva' ,.: '.Sr. _.aY.i 3P-,.,v,, "im..C:f h^cz! FL { "t',C�`•5:.. .pr .+ry.... +,3 iz.r. - 3„K - a— bY s cboNn� , eeded v Y P_. omE -,��mstrry .» 0 TAX :_ Za,.,. Awkbv I , 6300.,s �'Iass.4pp4va1 i a� a 0 WORK COMP APPROVAL 6300 U414/2015 DOAR APPR •c -r� x r --+r r- o Ka 7 M r-, , x rY• ^..c o -•y-" -'� x- �„.,� } -,-r yr^ 7°'"s' ^mm�..,^.-.w• 77, 4,r irrv` ' ,' s rw arjw. A r k �2rQQU1sl .v a., "-Ac Q e �w Y " # {v {�9 e t w d £C��ly� Via, ; } .�1-19LA a _b -JR t. . � Y k w RSpO#i3y} E Di � @�#r " x ham.,il` 1 — as `-WWI ."Z. a�}' JL19�J7S'+if.Y: ,Poy !-�k ✓ Y'AdG'�= .. h�`.' � � `� b ` �c3E »w f �f?,tti<��° � r �x �� Y� r �^a+.�� "Per Pe P -jam « .,� ' y a =` 7f011EL� ,#" ��, eur� s..- i _ 's 6 t.i' y, � ^° al .aw +h .s°".YY ,t �+ i '�- �'�xr.±r n"rY�� r�rr • ' a �� t�. ¢ ' ¢ R c�;rP�,i.a� •,.•,- a �x::. ° ." � '�. 'MfE 'rr� �� '.+��+ `�"x.,�°. ��;4., � i „ � gay o �jE7C c `'S.Y,e. A : { "121 -"}4 cIt c yam' '-�Yc asp' s •; x . �a= '• ` '�-s' 'F' max"' * .t*' s ,•y.i ,a' �, fi""�. iq." . err `Y§ _: ' �• '.R ..� � »- `"�',,.:' r ;'vw ry'° ; FIR t.m4 F:sa - {'}OVtl t 1- t fM1' {f J�.A"'ca�p'�V y,._ §gyp^'-'�.v ' -�t�Y� "S r. � 4s• _ �F.r sK xRs7+ r. � _' y -xA,��--" kd`# `' k's�'�, .. i' �r i0g* .. 9` ,1•.. r= 'y�.. r.'",. _ °way:3.z „r,-+-,#ram, ..bTc''tsr,.Y. ?.. •-, �L6, 114 . i4 3 k.. 0 ' N N, firF'+ x+. � { ° G tot _• aR ,a ^ J� L (/JJ 2lie Cornrrtompeaith of Massadliusetts Deparbneri t of 1ndus&ia1 Accrderrtr O},ice of investigations ' 600 Washington Street Boston,MA 02111 . f ms&YnaSs gov1dla Workers' CGmpensaf on Insurance Affidavit:Builders/Contracfms,1'EIectricianstPlumbers Applicant Infarmafian Please Print E,e:pbiy Name(Busmess.'u _ U: %U-Z�L&e- T"A/--6 Address: Amts City/stte(Zip Phone, Axe you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer vdth 4 ❑I am a general contractor and I New constzuction employees(full and/or park-time).* have hired the sub-conractars 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. Remodeling ship and have no employees. These sob-contractors have' 8. Demolition w Q for me in an employees and have workers' � Y capacity. 9. ❑Building additions [No worlm s'comp.insurance comp.iuSUIldnce.1 required-] 5. ❑ We are a corporation and its 10-❑Electrical repairs or addfians officers have their 3.r I am a hameou�mer doing all wa�rk • ' 11.❑Plumbing repairs or additions rnysel€[No workers'comp. right of exemption per MGL 12:❑Roof repairs insurance required.]Y c.152,§1(4),and we have no employees.[No workers' 13.❑Other comp_insurance required.) Any applicant,gut checks box#1 must also M cut the section below showing their vodcew caoipeasation policy infoEmstion. l HameovAmu mbe submit this affidavit indicating they are doing Ohl wal and then hire outside contractors mast submit anew affidavit indicating such- :Coattactors that thecic ibis boor must attached as additional sheet shoring the name of the sab-caamxbo-u and state whether o not those entities have ' employees.If the sub-c=t<actmshive empplayees,they must provide their workers'romp.policy number. I ant art eittployer that is pnn,ding workers'cougmisdian insurance for my omploj em Below is file policy and job site information, Insurance Company Name: Policy fi or Self-ills.Lic.# Expiiation Date_ " Job Site Address: city/Statelzip: Attach a copy of the work-ere compensation policy declaration page(showing the policy number and expiration date). ' Failure to secure coverage as required under Section 25A of MGL a 152 can lead to the imposition of criminal penalties of a fine up to$1,506 00 and/or one-year imprisonment,as will as civil peaalties.in the form of it 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 ofthe DIA for insurance coverage verification. I do hereby cetfifj, ttder the pains and porn ofperjuty that the information ptmided abore is&nA acid correct Sit�stahae- Date- lS Phone 0 U ©Biciat use only. Do not write in this area,to be completed by city ortowcn official, City or Town: PermmibLicense# Issuing Authority(carte one): 1.Board of Health 2.Building Department 3.CitylTown Clerk d.Electrical Inspector.5.Plumbing Inspector 6.Other Contact Person: Phone ff: I(nftmation and lastructions Massachusetts Cidamal Laws chapter 152 iDgai:[=all=:play=to provide workers'compensation for their employees. Parsr=t-to this sty,an emp&y w is defined as."—every Person in the service of another under a¢y coaft-act of hire, express or implied,oral or writ." An.employer is defined as"an individaal,parinersh�,association,corporation or other legal errtdy,or any two or more of the foregoing engaged m a Joint enterprise,and including the legal rep=senfatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dweIling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maink=ce,construction or repair work on such dweIling house or on the grounds or building apprn�theretn shall notbecanse of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also sties that"every state or local aen sing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required-" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the pmfo=m=o fpnblic work-until acceptable evidence of compliance with the insurance.. r ents of this chapter have been presented to the contracting auihozity." Applicants f Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)andphohe number(s) along with their ceriifcate(s)of in arance. Limited Liability Companies(LLC)or Lmaited Liability Partnerships CLEF)with no employees other than the members or partners,are not required to cant'workers'compensaton insurance. If an LLC or I.LP does have employees,a policy is regal e& Be advised that this a$dayitmaybe su mi t--d to the Department of Industrial Accidents for confnnation of insurance coverage. Also be sure to sign and date-the affidavit. The a$davit should be retume:d to the city or town that the application for the peonit or license is being requested,not the Department:of End-, ;aT Accidents. Should you have any gnesfions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the nomber listed below. Self-insured companies should enter their self-hnur ce license number on the appropriate Tine. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the even the Office of Investigations has to contact you regarding the applicant Please be sine to fill in the peonitllicense number which will be used as a reference number. In addition,an applicant that must submit multiple permitlIicense applications in any given year,need only submit one affidavit indicating current I in�mation Cif necessary)and under"Job Site Address"the applicant should write"all locations in (cry Or town)-"A copy of the-affidavit that has been officially stamped or maiked by the city or town may be provided to the ' applicant as proof that a valid affidavit is on file for fatar permits or licenses A new affidavit must be fiIled o each year.Where a homeowner or citizen is obtaining a license or pennitnot related to any business or commercial venture (i-e. a dog license or permit to bean leaves etc.)said person is NOT required to complete this affidavit_ The Office of Investigations would hke to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Dep_artmeufs address,telephone and fax number -Me f.aMMMWu-d-ft of Masschmat#s , tpa tmeat ref h dusg�Accidanta Qffiee of JtveWntio= F�4�xshingtan t Bosh Ili 0�111 Tt*L 4 617'27-4g00 cxt 406 car 1-M-M&SSA E Fax 9 617-727-7749 Revised 424-07 mar-govIdia Town of Barnstable Regulatory Services of Richard•V.Scali,Director - °� Building Division 4 4 RMSTARM ' Tom Perry,Building Commissioner y MASS. 16,jq. �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: .508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: Please Print 7 JOB LOCATION: number stieel 1 G ., village „HOMEOWNER": 7'(Lvo name home phone# work phone#' CURRENT MAILING ADDRESS: . city/town G state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is;or is intended to be,a one or two- ' family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersi ed"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures nd requirements and th a/she will comply with said procedures and requirements. Si lure of Hom caner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor:.The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHR\EXPRESS.doc Revised 040215 pFTHe rqy Town of Barnstable Regulatory Services &MUMMBILM MASS. Richard V.Scali,Interim Director ArEpp�p'l�' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 14, 2015 Suzanne Turo 204 Ames Way Centerville, MA. 02632 RE: 204 Ames Way, Centerville Map: 170 Parcel: 018 007 Dear Property Owner(s): This letter is to follow up on a site visit at the above referenced property and shall serve as notice of violations observed. 1) Basement finished without the benefit of building,plumbing, and electric permits and the subsequent required inspections. 2) The work done does not comply with 780 CMR(State Building Code). You are hereby ordered to bring the property into compliance. A building permit is required for compliance. The use of the basement must cease until such time a building permit is issued and all required inspections are successfully completed. Thank you for your anticipated cooperation in this matter. By Order, /,� L. Lauzon Local Inspector jeffrey.lauzonga town .bamstable.m'a.us (508) 862- 4034 Town of Barnstable Regulatory Services �OFTHE Try,_ . -+ftio Richard V. Scali,Director s W,ST"M ; Building Division E*: ABLEOIIOf•M'.VlNIS••MST MiNiGdFThomas Perry, CBO /o 4Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 December 29,2015 Suzanne Turo 204 Ames Way Centerville, MA. 02632 RE: 204 Ames Way, Centerville, Map: 170Parcel: 018 007 Dear Property Owner(s), This letter is in response to application number 201508532 submitted to remodel the above referenced address. Unfortunately,the application can not be approved at this time for the following reason(s): 1) Construction documents submitted are contrary to the permit request application. (Construction documents show new bedroom, request does not include new bedroom.) 2) Insufficient details are included in the submission. (Four sets of construction documents-needed showing compliance with 780 CMR.) The above documents must be submitted in order to proceed with the application. Please do not hesitate to contact this office with any questions. aK �13�I1 G , Respectfully, L. Lauzon Local Inspector j effrey.lauzonatown.barnstable.ma.us (508) 862-4034 D � 1 Lo��G i �� ~`s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION V d�� Map Parcel o Application# Health Division Date Issued �2/h S Conservation Division �l�'" Application Fee Planning Dept. Permit Fee W co Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address S �u q VillageCa4ry)'lle— Owner--- ruf-o Address i0&13 AW , Telephone �� go � y Permit Request /I V lk(G "I H iY jq , I�IM,d P X. 0k: Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation A 3D, OUO Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) ` Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kirag's Highway: ❑Ygs ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sglft) ro 5.--v Number of Baths: Full: existing new Half: existing new m rn Number of Bedrooms: existing®new '`' Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use �'7 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name UZd4J4_-Tke 8 Telephone Number Address dayI 1 �� License # le , /7� Quo` Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROD CT WILL BE TA EN TO S .S' SIGNATURE DATE 3 :r FOR OFFICIAL USE ONLY REPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER A ! ' r DATE OF INSPECTION: FOUNDATION FRAME INSULATION I` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I ' REScheck Software Version 4.5.0 Compliance Certificate Project Expanded Living Room and new Mud Room Energy Code: 2012 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent:' Designer/Contractor: 204 Ames Way Robert F. &Suzanne L.Turo Cotuit Bay Design LLC. Centerville, MA 02632 204 Ames.Way 43 Brewster Road - Centerville, MA 02632 Mashpee, MA 02649 508-274-1166 , , . _ � ; i�,b x.�e s r � � k,f�':•�' x�.w�S_.._ ,A i.:� 1rS v:� �Y. .� R'' s,�,� � � • � sire t� sF�.. .,�e..r r nr � R,,„,,.° G$��,,tyirc� �K,. �., .� �,�.r;,..is x°,mr'�'. Compliance: 3.4%Better Than Code Maximum UA: 88 Your UA: 85 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies a � ; _ y: r Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 264 30.0 0.0 0.033 9 Comment: new basement Floor 2: All-Wood joist/Truss:Over Unconditioned Space 70 30.0 0.0 0.033 2 Comment: new crawl Wall 1: Wood Frame, 16"o.c. 21.0 0.0 0.057 25 Comment: new 2x4 walls Window 1:Vinyl Frame:Double Pane with Low-E a C. 75 0.300 23 Comment: all Door 1: Glass 55 0.280 15 Comment: slider and man Ceiling 1: Cathedral Ceiling 320 38.0 0.0 0.027 9 Comment: cathedral Ceiling 2: Flat Ceiling or Scissor Truss 72 38.0 0.0 0.030 2 Comment:flat Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 Project Title: Expanded Living Room and new Mud Room Report date: 09/26/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11694.rck Page 1 of 9 ToWn ol-.fBarwtaDle . Regulatory Services `oF Richard Y.Scali,Director $ BniIding bivWon aura �� Tom Perry,Building Commissioner �. 200 Main Stied, Hyannis,MA 02601 ' w O w town.barnstable.mnus Office: 568-862-4038 Fax: 508-790-6230 HOMEOWNER UCiM EDX� zON DATE. JOB LOCATIDTL• n�ber 7 sffcct p p pv `TiOMEAWNER": TaKo g 6 / -O X01Z nema . home ph= �. wadi phone# --C VItENTMAlIJNGADDRESS• LJT/Y- V A�kryd he' /V,# - cil9hmm rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does notpossess a license,provided that the owner acts as supervisor_ DE'.FIIVITION OR HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,zone or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Bm7dmg Official,that he/she shall be mMonsible for all such work performed under the buildiarDermit. (Section 109.L1) i, The undersigned`.`homeowner"ass¢mes respensibdity for compliance with the State Building Code and oth=applicable codes, bylaws,rules and regulations. _ The undersigned`homeowner"certifies that he/she understands the Town of Barnstable Building Department miuuimmn inspection ' pro and ents and that he/she will comply with said procedures and requiremeuis. J'I. 'ft 1A I A7114A ignatiuz Homcowna � � � ,. I . Approve/of Building Official Note: Three-family dwellings containing 35,000 cubic fit or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXCKTYON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2. This lack of awareness often results in sei loos problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is , ultimately responsible. To ensure that the homeowner is fully aware of his/her responsu'bilitiM many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/cer0cation for use in Your community. Q:IWFFi IMMRIASViddmgpermith=EXPRM&doh Revised 061313 Town of Barnstable Regulatory Services MAIM Richard V.Scall,Director .196 Building Division Tom Perry,Bmldfing Commissioner - — -----�_ - 200 Main Sheet,$yamzis,MA 02601 www.town.barnstablema.ns Officer 508-862-4038 Fax: 508-790-6230 Property Owner' Must Complete and Sign This Section If UsLug A Builder I . , ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis binding permit application for. (Address of Job) Pool f and are the- ences alarms responsibility of the applicant. Pools . are not to be Med or=Iized before fence is installed and all frnal inspections are performed and.accepted Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OVMWERMMMIeOOIS ' Deparlinetrt off ialdcd&zEfx . ' - erb�gations 600 YYarhingtan S$•eet Bostor4 HA 02M WIPW-r mgmArza Workers' Compensation Iwa ance Ada &BtnZdets/Contracfnrs0ecbricians/Phmbers A Ucaat Informag6im Please Print �' , Nye �Su2 a"ILA Amass. 02.04 A&Z C, Wa • CrtY/SiatelTp: Phone#: Are you an employer?Check tbLe appropriate bowTYP' e of rf I.❑ I am a emplayer w 4. I a general coDtrador and I I'rOJe (req�Ce�: employees(BM and/or pit tine).* have band•he 6. ❑New 2.❑ I an a solo proprietor or parr- listod on&a atiarlied sheet 7. ❑Reaindrlmg sbip and have im employees Ue sob-c�� bane 8. []Deanolition Waring foa•me in MY capacity, moployees andhave vvarl=' [NO Yr013='Cam.mcimmrr_ amop.insoranrr t 9• 0BmIding a&ffiLm regrmzd_] - 5. ❑We are a corporation and.ii; 'I0_❑Eloctdcalrepais or.addi ions 3.AI an aha�ow:¢er doing an work offices havo exercised then ILO Pbnnbingrepain or additions myself [No tom'canny. ., iigbt of examptionper MQ. insco req�]t F o M§I(4),and we have no Roof repass camm employees,[No yam+ 13.[]0S= MMP-insmnee re Sind-] *AMY aPP&V bat cb�ch bax#I most s m fffi antfhe srabm MW shawmgfids WMh='=33P=5eboa policy bhMmfi= 't Sameownea who=m iMis Mavit iadiadmg the =dabr all wmk=d lhm LIIe vomde wIIConta anut rabmitnnaw�dav$iadic�mgsnr� act=fhd cb=kfha box mast ate an-fiain mI shcetshowmg$o mane ofthe mb-ma =d stmz vdwff=nraotft=edifies hm CMPIDYCM Iftho n b-0mM±-�hive�hrycs,tq=MtF0V de rhea'wodm&_MP-PORC-Y=d= I am aft employer that is pr myOng workers'eorrrperssadvn i near for ary m ployeu Below it the po&y and job site . injorma�na. - ENMMce Company Name: Policy#or Self-as Lic.#: S�safianDafe: Job Site Address: Aftach a copy of the workers'emnpensationt poruy derlaraf3on page(Showing the pormy nfzmbcr and eXpkaffon date). s Fao to secure Davcntga es rcq=cdender Sectim25A ofMGL o.152 cmx lcadto the imposition of annul penahi�s of a fine np to$1,500.00 and/or o�year inzpriscmm as wall,as eivr7 penalties in ihz firm of a STOP WORK ORDER and a fore of mp to$250.00 a day against fhb violator. Be advised that a copy of this stafzme<rt may be fmwmdcd to ibc Office of Invw6gatioos of fic DIA for i ===cavmmgo voif c atiao. I do hereby certify 7der the pains andpercaltfea ofPQ]ro'3'that the b¢ormadion provided above is Xi urFd correct S' FE only. Do rtotwrite in this area to be can pkted by�or town ggz4aL n: _.. _. ._ aritp�cu ch one): .-- t alfh 2.B&IingDeparbm=t 3.gown Clerk t lae�icai .setae 5.Plumb•�P mglnspednrsoac Phone : Information and Instructions ' Mas chnsefts Ge;gelal Laws M requires all employ=to provide worlcen:'compensation for rhea cn:ployexs. porsuant••tn this st tt;an emplayw is defined as=.every person in$re service of anothw under mW exact of 1nr, express or implied,oraI orwriflrn:1 AmmW&yer is dedmed as'�m ir&vidual,partnecsh],Mweasficm,cmpore n or other legal entity,or any two or mare of the foregoing euugeged in a joint eotxppse.and inchtdmg the IegaI xepm of a deceased employer,c r fm receiver or trustee of an mdiv!&A pwtncmbip,association or other Iegal emit,,employing employees. However the owner of a ftmMnghousehavingnoitmaw fban fhxee apartmerds and who resides therein,mrthe occupant of$re - dweIIiag house of another who employs persons to do maiatmmucr.,cam*action or repair work on such dweRing house or an$re grounds or building apparbma3tfheceto shaR not because of such employment be deemed to be an employer." MM chapter 152,§25C(6)also states that"every stsfe or local licensing agencyshaI[withhold ffie issuance or renewal of a license or permit to operate a business or to construct bul1dings is the coxamonwealth for any applicaatwho has not produced acceptable evidence:of cdmmplranc a with the msuran ce;coverage required." Additionally,MGI,chapter 152,§25C( )stains"Neither the commanwealfh nor any of ifs political subdivimous shall ...... enter info arry contract forthe pecR=anw ofpnblio wmicu fl acceptable a dmm of canphAncew&1he msurm=.. reLiair * rda ofthis dmptvrhave l omp=cntrdio the cm*m: rig mil oaty." Applimz:U Please fill out the wcui= 'compensation affidavit completclh by chug the boxes tint apply to your situation and,if necessmy,amply sob-=hctor(s)name(s), address(es)and phone run M(s)along with rhea certficate(s)of insurance. United Liability Companies(LLC)or Limited Liability Pm nersbips(LIP)withno employees other than the members or parturss,are not r gaxrod to emery worms'compensation insormce. If m LLC or LLP does have employees,apolicy is regnutid. Be advisedthatthis affidzyhmaybe submitted to the Deparment of Industrial Accidems for cDmfrma din of fimmEmee coverage: Also be sure to sign and date the affidavit The affidavit should be retuned to•he city or town that the applirs�nn for flee permit or license is being requested,not the Department of dal Accidents. Shouldyou have any gnestioms regarding the law or ifyou.are regoind to obtain a wcd=a' compensation policy,please call the Department at fhe number listed below. Self-insured companies should mtw their self-fiLomce license number on.the appropriate line. City or Town Officials Please be sure that the affidavit is c amplete and pzited.legibly. The Department has provided a space at me bottmaa of the affidavit for you to fill out in the event the Office of rnv�moons has to contact you regarding the applicant. Please be sure to fill in the pcwd/Uceose mmrber which will be used as a ref ence number. In addition,m applicant that mnst sabnut nuxtiiple pmnitllic=r appEtaiiams in any gives year,need only sobmit one affidavit indicating con-not policy fi fou ation(if nacessazy)and under'?ob Site Address"ffie applicant should write"all locations in (city or tovM)_"A copy of the affidavit that has been offidally st maped or mmiced bythe city or town may be provided to ffie applicant as proof that a valid affidavit is on file for fuse peunifa or licenses. Anew affidavit must be filled out each year.Mem a home owner or citizen is obtsi�g a license or permit not-related to any business or coonmercial venfrn e (ie,a dog license or peomit to bum leaves etc-)said person is 1QOT regahrd to complete•this affidavit - The Office of Investigations wouldlilm to thaukyonia advance furyour cmpecation and shouldyou have any questions, please do not hesrteto to give us a call. The Deparimeut's AIifTm%%telephone and,faxm=brr. - ' - Depmimmt cuff Tnhst6d Acck1m3ft . mice of � ti0= - EUQ� �`tze� • $osbca,MA 02111 Tel,#617 727-49W C%t 406 4r 1-977 MA SAF Fag 617-727 77� Revised 42407 g� Town of Barnstable 1 0 Regulatory Services FINE do Richard V. Scali, Director sTAB , ; Building Division BARNSTABLE n ,. R., 9� 1639. �� Thomas Perry, CBO 1639-2014 ATED""p�� Building Commissioner �Dg 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 July 15, 2015 r Suzanne Turo 204 Ames Way Centerville, Ma: 02632 RE: 204 Ames Way, Centerville, Map: 170 Parcel: 018-007. a Dear Property Owner(s), ' This letter is in response to application number 201503830 submitted to do construction at the above referenced address. Unfortunately,the application can not be approved at this time because of the following: 1) The construction documents are incomplete. Engineering is required for all engineered lumber and a completed Massachusetts compliance checklist must be submitted. In . lieu of a-Massachusetts compliance checklist, construction documents with sufficient details showing compliance stamped and signed by a Massachusetts engineer or architect would be acceptable. Please do not hesitate to contact this office with any questions. Respectfully, ' e�L. Lauzon .- Local Inspector Jeffrey.lauzon@town.barnstable.ma.us (508) 862-4034 AWC Guide to Wood Construction in High Wind Areas. 11 D mph Wind Zone Massachusetts ChecPst foi Comphance(7s0 CMR 5301.2.I.1)t VI Q Check 1 1 OPE _ D'1 '^' Compliance f i� ,r: AIX Wind Speed(3-sec.gust) ._ ,:... .......................... mph WindExposure Category............... .............................:...............................::..:............................:...........:.... B t--^ 1.2 APPUCABIUTY �,� Number of Stories(a ro f� idh exc eeds.8.in 12 slope shall be considered a story) stories <_2 stones Roof Pitch Pi ;!...`. ... ...... Fr 2, <_12:12 v� MeanRoof Height ..........................:.............._....................(Fig 2)................................................. !I it s 33' BuildingWidth,W.......................................................... (Fig 3)................................................ . ft :S 80' Building Length, L ............................................................>(Fig.3)...................__.....................:..::.lift <_80' v- Building Aspect Ratio(LAM .. ........................... 3:1 (Fig 4) ... Z9,<. Nominal Height of Tallest OpenrngZ ...................................(Fig 4) .... .... `<6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.................... able 2 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................. :--•................... �-� Concrete Masonry................... .................................................. 2.2 ANCHORAGE TO FOUNDATION'•3 5/8"Anchor Bolts imbedded or 5/8 Proprietary Mechanical Anchors as an alternative in concrete onl P Bolt Spacing-general... :... ..._.... (fable 4)....................................... in. Bolt Spacing from endroint of plate ........ .. (Fig 5)...................................... in.'<_6"-12° _lam Bolt Embedment-concrete .:.....::... Fi 5 in.>T 9 ) _c1 Bolt Embedment-masonry :... ....(Fig 5) .... .................:in.>15, Plate Washer..............::... ;....--•--...:. .... (Fig 5) ..:.............. ................ >_3n x 3"x'/<' 3.1 FLOORS Floor framing member spans checked .................................(per 780 CMR Chapter 55).................................... Maudmum Floor Opening Dimension.....................................(Fig 6)...... ........ Oft:5 12 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ........................... :..:..... tv� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall..............:..(Fi9 7).................................................... ft `d _mil Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or.Shearwall (Fig 8): ... ft :5d ✓... ............................. Floor Bracing at Endwalls....... (Fg g).............. .... Floor Sheathing Type ............ ..(per 780 CMR Chapter 55)............ Floor Sheathing Thickness .:.. (per 780 CMR Cha ter 55) ........�.in.p Floor Sheathing Fastening...... (Table 2)..._eLd nails at_.A:&:!n edge/_field 4.1 WALLS Wall Height Loadbearing walls............ .(Fig 10 and Table 5)...,.............I..... ft :5 la ✓' Non-Loadbearing walls.... ..................................(Fig.10 and Table 5)........................... ft s 20` _Act- Wa!I Stud Spacing .............................I..........................(Fig 10 and Table 5)................... t6in.<24'o.c. Wall Story Offsets .......................................................(Figs 7&8).................................. ft .<_d t/ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.........................................................(Table 5)...........................:..2x -7 ft2 in. t/' Non-Loadbearing walls.............:. (fable 5)..............................2xK:- -7 ft :in. L/' Gable End Wall Bracing' Full Height Endwall Studs.........'........:........:........:...:..(Fig 10)..............,.................................................... WSP Attic Floor Length......................... • ................(Fig.1;1):.-•-•---.-----•--------.........-•••--...._... ft>_W/3 Gypsum Ceiling Length(if WSP;not used)..................(Fig 11)::........:.._............... ...__Q ft`>O.gW ✓ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...-(Fig 11)............................... ......:....._....... .-•---:.... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays .� Double Top Plate Splice Length .......................................................(Fig 13 and Table 6)..................................... Splice Connection(no.of 16d common nails).............(Table 6).......................................................... AWC Guide to Wood Construction in High. Wind Areas: 110�nph Wind Zone - - Massachusetts Checklist for Compliance(780 CMR530 ,.2.1:1) Loadbearing Wall Connections Z, Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)...................... Load Bearing Wall Openings(record..largest opening but check all openings for compliancAft Table 9) <11' able9)............................••.... ./ Header Spans ........................................................(f CJ in.511' Sill Plate Spans (Table 9).... ..•• •--•••-- — ............. Full Height Studs (no.of studs)......................................R.. Non-Load Bearing Wall Openings(record largest opening but check all openings for cornpli ft to�Tan le 92i / Header Spans....... (fable 9)............. ........ �G .:::.::........................... ft CU <_in. 12" —sl Sill Plate Spans.............:..........:................................ (Table 9) able 9 Z Full Height Studs(no.of studs).:................:................:(T )........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W _ Nominal Height of Tallest Opening 2 .......................•......................................... Sheathing Type ......(note 4).....................................................WS P �� (fable 10 or note 4 if less)........................ in. _SC' Edge Nail Spacing...... ............................... t2 in. ✓ able 10 ............ Field Nail Spacing............................. * ...:.............................:...................... Shear Connection(no..of 16d common nails)(Table 10) o Percent Full-Height Sheathing.......................(fable_10),....,.............:..............:.......... 50/6 Additional Sheathing for Wall with Opening>6 8"(Design Concepts):.................... Maximum Building Dimension,L _ Nominal Height of Tallest Opening2::::.............. ............... Sheathing Type ••(note 4)............................ .......... Edge Nail Spacing I. (Cable 11 or note 4 if less)--...--..••• __1:in Feld Nail Spacing ` ...... .: ..(Table'11).......................:.............. t in. Shear Connection(no of 16d common nabs)(Table 11).................................................. Percent Full-Height Sheathing.:• ..... able 11)......................... Opening>6 8"(Design Concepts)... 5%Additional Sheathing for Wall with Wall Cladding _fL Ratedfor Wind Speed?.................................... ........................ ..................................... 5.1 ROOFS ..,.. Roof framing member spans checked?.•••••••••••••- (For Rafters use AWC Span Toot,see=BBRS Websde Roof Overhang ......... ....(Figure 19)....... ,(ft<_smallerof 2'or lJ3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors U= Z !f ..... Uplift..............................................:(Table 12)....................................... ft _tG, Lateral...................•........................(fable 12)........,....•--..............................L=4P able 12).... . Shear:.........:............... ............(Table <...........:S- P ••••••� r page 21... able 13 ••••••••p (T )..................... T= ff Ridge Strap Connecftons,if collar ties not used p 9 ©ft_smaller of 2'or L!2 1L Gable Rake Outlooker (Figure 20).............____ ......................................... Truss or Rafter Connedtions'at Non-Loadbearing Walls Proprietary Conn ors able 14). U= b. Uplift........................ (T ...................•• ._..... L ........... Lateral(no of 1fid common Wads) (fable 14)--.-.......Chapters �L Roof Sheathing Type.... (per 780 CMR Chapters 58 and 59)...... Roof Sheathing Thickness ................... ✓� in.>_7l16 WSFf� Roof Sheathing Fastening............... .. fable2)......................................................... ( 1� Notes: ply 1. This checklist shall be met in its entirety,excluding heesspecific exxcepthe following metal straps with hold douwns are not 780 CMR 5301.2.1.1 Item 1.If the:checklist is met entirety required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of upto 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 101.and 11. minimum 2 in.nominal thickness pressure treated#2-grade. 3. The bottom sill plate in exterior walls shall be a 5T, C�� AWC Guide to Wood Construction in Kgh Wind Areas:II0 mph mind Zone Massachusetts Checklist for Coffipliance (•rao CMR 5301.2.1.1)t 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: i. Panels shall be installed with strength axes parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double.top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and_Honzontal Nailing for Panel Attachment WMtwsEDGUsorr ZFNNNGLEESdUALS RTSb t: .. n u n a ti tt rt It n . N H. rl it tr ;2 u, p u W 1 Vlu ttt it ZZ t+ tl d u rr d Y Y d u tr • p u sr� _ tt It rl n 001 LEEDGE NALSPACNG See DoWl on Next Page Vertical and.Horizontal Mailing for Pariel.Attachmerd AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone _ Massachusetts Checklist for.Compliance(780 CMR53a1 1.1.1)1 V �:. 116 msE IE .. Z . STAGGERED 3'klht UNLPAT EM PANG. PAW—EDGE DwRfiwALEDGEsPAcwG DErAL Detail Veifical;:aM Horizontal Nailing, for-;Panel Attachment I WSdise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 1 span No cantilevers 1 0/12 slope July 20, 2015 08:48:23 BC CALCO Design Report Build 4137 File Name: E Jaxtimer_Turo Job Name: Turo Description: RIDGE-EXPANDED LIVING ROOM Address: 204 Ames Way Specifier: J. MADERA City, State,Zip: Centerville, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: �0 12 14-00-00 B0 B Total Horizontal Product Length= 14-06-00 Reaction Summary(Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,134/0 2,100/0 B1, 3-1/2" 1,134/0 2,100/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 14-00-00 15 30 10-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,591 ft-Ibs 43.3% 115% 4 07-00-00 End Shear 2,642lbs 29.1% 115% 4 01-03-06 Total Load Defl. L/454(0.358") 39.6% n/a 4 07-00-00 Live Load Defl. L/699(0.232") 34.3% n/a 5 07-00-00 Max Defl. 0.358" 35.8% n/a 4 07-00-00 Span/Depth 13.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support. Member Material _ ` r Co BO Post 3-1/2"x 3-1/2" 3,234 Ibs n/a 35.2% Unspecified B1 Post 3-1/2"x 3-1/2" 3,234 Ibs n/a 35.2% Unspecified Cautions ' For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. " Fastener Manufacturer: TrussLok(tm) Page 1 of ®Bolse Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 11 span I No cantilevers 1 0/12 slope July 20,2015 08:48:23 BC CALCO Design Report Build 4137 File Name: E Jaxtimer_Turo Job Name: Turo Description: RIDGE-EXPANDED LIVING ROOM Address: 204 Ames Way Specifier: J. MADERA City, State,Zip: Centerville, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d — Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTm,BCI@, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMT^^ SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM@,VERSA-LAM@,VERSA-RIM Member has n0 side loads. PLUS@,VERSA-RIMO,VERSA-STRAND@,VERSA-STUDS are Connectors are: FMTSL338 ' trademarks of Boise Cascade Wood Products L.L.C. a r r • 1 ®Boise Cascade -Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 Dry 1 span No cantilevers 1 0/12 slope July 20, 2015 08:48:23 BC CALCO Design Report Build 4137 File Name: E Jaxtimer_Turo Job Name: Turo Description: BEAM OVER EXPANDED LIVING ROOM Address: 204 Ames Way Specifier: J. MADERA City, State,Zip: Centerville, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: 1--lo 12 3 19-06-00 BO 61 Total Horizontal Product Length=19-06-00 Reaction Summary(Down I Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,901 /0 3,384/0 4,880/0 B1, 3-1/2" 1,901 /0 3,354/0 4,825/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 19-06-00 15 30 13-00-00 2 Unf.Area (lb/ft^2) L 00-00-00 19-06-00 30 10 06-06-00 3 Reaction from Desi... Conc. Pt. (Ibs) L 09-06-00 09-06-00 1,134 2,100 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 46,064 ft-lbs 57.2% 115% 5 09-06-00 End Shear 7,169 lbs 34.7% 115% 6 01-09-08 Total Load Defl. L/413(0.553") 58.1% n/a 6 09-08-04 Live Load Defl. L/690(0.331") 52.1% n/a 12 09-08-04 Max Defl. 0.553" 55.3% n/a 6 09-08-04 Span/Depth 12.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 8,470 lbs n/a 92.2% Unspecified B1 Post 3-1/2"x 3-1/2" 8,399 lbs n/a 91.4% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. , Member is not fully supported at post B1. A connector is required at this bearing. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability { will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes I i®Ba9se Cascade 'Triple 1-314" x 18" VERSA-LAM® 2.0 3100 SP Roof BeamIRB02 Dry 11 span I No cantilevers 1 0/12 slope July 20, 2015 08:48:23 BC CALCO Design Report Build 4137 File Name: E Jaxtimer_Turo Job Name: Turo Description: BEAM OVER EXPANDED LIVING ROOM Address: 204 Ames Way Specifier: J. MADERA City, State,Zip: Centerville, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: Design meets User specified (L/240)Total load deflection criteria. Disclosure Design meets User specified (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Manufacturer: TrussLok(tm) Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide y� b d or ask questions,please call (800)232-0788 before installation. a • • • BC CALCO,BC FRAMERO,AJSTM, c ALLJOISTO,BC RIM BOARDTM",BCIO, BOISE GLULAMT"' SIMPLE FRAMING • • • SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are e trademarks of Boise Cascade Wood a minimum=2" c= 14" Products L.L.C. b minimum=4" d = 24" e minimum= 1" Calculated Side Load =260.0 Ib/ft Connection design assumes point load is top-loaded. For connection design of,side-loaded point loads, please consult a technical representative or professional of Record. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL005 I ' ®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 Dry 3 spans No cantilevers 1 0/12 slope July 20, 2015 08:48:23 BC CALCO Design Report Build 4137 File Name: E Jaxtimer_Turo Job Name: Turo Description: COVERED PORCH Address: 204 Ames Way Specifier: J. MADERA City, State,Zip: Centerville, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: '1_1° 12 08-08-00 08-08-00 08-08-00 BO 131 B2 B3 Total Horizontal Product Length=26-00-00 Reaction Summary(Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 295/0 561 /0 B1, 3-1/2" 775/0 1,474/0 B2, 3-1/2" 775/0 1,474/0 B3, 3-1/2" 295/0 561 /0 Live Dead Snow wind Roof Live Trib. Load Summary - Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 26-00-00 15 30 05-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,385 ft-Ibs 14.4% 115% 10 03-08-09 Neg. Moment -1,785 ft-Ibs 18.5% 115% 12 17-04-00 End Shear 648 Ibs 11.7% 115% 10, 00-10-12 Cont. Shear 1,017 Ibs 18.4% 115% 13 07-11-00 Total Load Defl. U999 (0.068") n/a n/a 10 04-00-04 Live Load Defl. L/999 (0.046") n/a n/a 15 04-01-03 Total Neg. Defl. L/999 (-0.008") n/a n/a 10 10-04-02 Max Defl. 0.068" n/a n/a 10 04-00-04 Span/Depth 14 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 856 Ibs n/a 9.3% Unspecified B1 Post 3-1/2"x 3-1/2" 2,249 Ibs n/a 24.5% Unspecified B2 Post 3-1/2"x 3-1/2" 2,249 Ibs n/a 24.5% Unspecified B3 Post 3-1/2"x 3-1/2" 856 Ibs n/a 9.3% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ASN Boise Cascade Double 1-3/4 x 7-1/4 VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 �j Dry 13 spans I No cantilevers 1 0/12 slope July 20, 2015 08:48:23 BC CALC®Design Report Build 4137 File Name: E Jaxtimer_Turo Job Name: Turo Description:COVERED PORCH Address: 204 Ames Way Specifier: J. MADERA City, State,Zip: Centerville, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: Design meets Code minimum(L/180)Total load deflection criteria. Disclosure Design meets Code minimum(L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Manufacturer: TrussLok(tm) Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide �►I b d or ask questions,please call LI (800)232-0788 before installation. a • • • BC CALC®,BC FRAMER®,AJST- c ALLJOISTO,BC RIM BOARDTM,BCI®, BOISE GLULAMT^" SIMPLE FRAMING • • • SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are e trademarks of Boise Cascade Wood Products L.L.C. a minimum=2" c= 3-1/4" b minimum=4" d = 24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL338 AGRI BALANCIE.O. D - soo � Qg o ! Company Name Phone Number Boo_ 6_, L I I C'-so s Applicator Name ; Installation Date 7�J1 o2—Z C�l id Lot # s Jobsite Address 2� �-( ( A S e . p �( � 0003 a7. , Permit Number B-Side Lot #'s 3 5 Z9 'Z y Wallg Attic Z— S www.Demilec.com C 8 HEATLOK . 10.0 RAftko 704 To, D@Vmft IB21T ftm Company Name C (f"O Phone Number Applicator Name �� Installation Date Jobsite Address °Z 0Lf perhe.S A-Side Lot #'s . Q'ZY /00(D3a7 Permit Number B-Side-Lot #'s 353033 L@@O=d or,11Mwghmw lbwo0 0 - ft Walls ?j� s `Z 2 �!C)© Attic, L@@RMM j' =Q o . o - www.Demilec.com O° -7c Y 3 Y , a � F Y _• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 110 Parcel 012 007 Applications# Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee J Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address k klrli A Village s'N .f Owner ] ('V �11t 7 Address Pd 3 Telephone,5_02/-__SO d VZ Permit Request IY"l�i ai I C 4 t aso a�iU�� .) Oe Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family _�J/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woocf,�p al stove;,p Yes#❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ L new size _ Barn: sting I ew:*ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' Commercial ❑Yes ❑ No If yes, site plan review# _ "Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name '' '�: 1 Telephone Number,�n5t,F[ &—ic) Address License # RL O RA NY.. rn114 Home Improvement Contractor# l uo I f Email Worker's Compensation # Iy U�-31146 ' ALL CONSTRUCTION DEBRIS RESULTING FRQMTHIS PROJECT WILL BE TAKEN TO i SIGNATURE ,�/7 `� DATE 6 f FOR OFFICIAL USE ONLY APPLICATION# t a DATE ISSUED f -- 4 MAP/PARCEL NO. ADDRESS VILLAGE OWNER �l FPS i A DATE OF INSPECTION: FOUNDATION FRAME 9` INSULATION FIREPLACE , E ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:, ROUGH FINAL x FINAL BUILDING i, s DATE;CLOSED OUT - r j ASSOCIATION PLAN NO. ,ram . . .+• .ter .' i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations " I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Insulate 2 Save, Inc Address:410 Grove St City/State/Zip: Fall River, MA 02720 Phone #:508-567-6706 Are you an employer? Check the appropriate box: Type of project(required): 1.9 I am a employer with 18 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition workingfor me in an capacity. employees and have workers' y p �'•[No workers' comp. insurance comp. insurance. 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no Insulation/weatherization employees. [No workers' 13.❑® Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Guard Insurance Group Policy# or Self-ins. Lic. #: INWC311431 Expiration Date: 12/10/2014 Job Site Address: 204 Antes Way City/State/Zip:Centerville, MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 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 DIA for insurance coverage verification. Ido hereby certi under thepains andpenalties ofpe� 'ury that the information provided above is true and correct. / Date;02/20/2014 Si ature: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: ® _ DATE(MM/DDYYYYY) Ae RV CERTIFICATE OF LIABILITY INSURANCE �_ 12/11/13 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 tf..certificate bolder is an ADDITIONAL INURED;the policy(i.es) mu"st'be endorsed: If SUBROGATION 1S WAIVED;subject to the teFms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the ceriifieate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Anthony F. Cordeiro Insurance PHONE FnR (508) 677-0409 171 Pleasant Street E (508). 677-0407 IA No:. ADDRESS: lbrizido@'cordeiroinsurance.com Fall River, MA 02721 - INSU FIE R(S)AFFORDING COVERAGE NAICk INSURER A:Atlantic Casualty Ins. Co. INSURE INSURER B:TorusSpecialt.- Ins. Co. Insulate 2 'Save, Inc. INSURER C:Great American Ins. 410 Grove St. INSURERD:Guard Insurance Group Fall River, MA 02720. 1NSURERE: �.—.-- I NSU RER 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 INbICATED: NOTVVITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WrfH 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, ION EXCLUSS AND CONDITIONS OF SUCH POUCIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS i. ., ' INSR. ..... ..... :...< . . .. 'ADDLISUBR. ..._..._._.._ ...,...._._._..._ ._...._._ ......_.POLICY EFF t'OUCY EXP ,.... .....,........ .... :..... LTR TYPE OF INSURANCE INSR,WVD POLICY NUMBER MIDDIYYYY) (MMIDDIYYYYi LIMITS ENEALLIABITY 6/12/13 6/12/14A6 EACH OCCURRENCE $ 1 000 000 dkwdE TO RENTED ". _r_�..—.1 ,.X COMMERCIAL GENERAL LIABILITY PftEM)�ES,.(E2C:pJ,'{:911C?).:_ $__ 1001000 CLAIMS-MADEn OCCUR _ ME D EXP(Anyone person) $ 5 000 _.— PERSONAL&.ADV INJURY 1$�1,000-,000-,_ GENERAL AGGREGATE S 2,QQQ 0Qk GENT AGGREGATELIMITAPP LIE SPER PRODUCTS-OOMP/OPAGG .$ 2 0,0Q,_000 I.,._ PRO- J. X P.GLICY T LOC. i $ AUTOMOBILE LIABILITY { G NB , c IN L I (Ea acci rt:) $ ANYAUTO BODILY INJURY(Per person) S ALLOWNED SCHEDULED BODILY INJURY(Per exident) $ AUTOSAUTOS _.__----._............_._.........................._.._.._.__._....._..... NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _ AUTOS MP. ant) $ g % UMBRELLA LIAR X OCCUR I 78264D131ALI 6/12/13 6/12/14 EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 . DED. X. RETENTION$ 10.000 —4$ D WORKERS COMPENSATION INWC311431 12/10/13 12/10/14 X.LTA ECLITUj]...-.__ER AND EMPLOYERS'UASILITY I — ANYPROPRIEMRJPARTNERIEXECUTIVE YIN j EL_EACHACGDENT $ 500 000 OFFICERMIEMBEREXCLUDED? N/'A I _ —"- (Meridatory In NH) i E.L.DISEASE-EA EMPLOYEE)$_ 500,000 If"yyes deecribeunder OESGRIPTIONOF OPERATIONS below I E.L,DISEASE-POLICY LIMIT'$ 500,000 C Equipment Floater IMP 375-99-76-01 6/12/13 6/12/14 Shop Storage 75,350 Veh Storage 76,250 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES (Attach ACORD 101,Additional Reneft Schedule,if more space Is required) Proof of Insurance. Residential Insulation Contractor. 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 St I Hyannis, Ma 02601 AUTHORIZED REPRESENTATIVE I _ ©1988.7010 ACO CORPORATION. All rights reserved. A66RD 25(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: Office of Consumer Affairs and Business Regulation r 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: .166311 Type: DBA. INSULATE 2 SAVE Expiration: 5l11l2014 Tr# 222532 ROLAND LANGEVIN $36 EASTERN AVE. FALLRIVER, MA 02723 Update Address and return card.Mark reason for.change. DPS-6'A1 d'i 50M-04/04-G101216 LJ Address Renewal �� Employment i`i Lost Card t� Office of Conmer A ess Re HOME IMPROVEMENT CONTRALicense or registration valid for individul use only Registration: CTOR before the expiration date. If found return to: 166311 Expiration: S/1'1l2014 Type: Office of Consumer r DBA Affairs and Business Regulation j" 10 Park Plaza-Suite 5170 TE 2 SAVE Boston,MA 02116 ROLANb, LANGEVPN' - 53-6 EASTERN AVE.. F4LLRIVeR, MA 02723 Undersecretary Not valid without signature �— Massachusetts e^• s Board of Buildin ou�i,c mate-y g Rego,:a-o-v^^ Standards Construction Supervisor ;cent se: CS-103861 ROLAN )LANGEVIN 536 EASTERN AVE. Fall River MA 0723 _ ✓ M ,S;;O-" 08/24/2015 OWNER AUTH R FORM (Owner's Name) ' owner of the property located at (Property Address) (Property A ress) hereby authorize- V �4<- (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's Sign ture Date till-711H �,. VI T I- insulate ! to 2_ W e a t h e r i 2 a t i o n & Ins Uri a 'tion' go Grove St.Fall River,Ma oz723 Insulatusave.net QI ; March 31,2014 Town Of Barnstable Thomas Perry,CBO - 200 Main Street Hyannis,MA 02601 RE. 204 Arises Way Dear Mr. Perry, This Affidavit is to certify that all work completed at 204 Ames Way has been inspected.by a certified BPI Inspector. R31 cellulose was added to open attic space_ All Work Performed Meets or exceeds Federal and State Requirements, Sincerely, Roland Lan,gevin Insulate 2 Save, lac President CSL 10386.1 HIC 166311 Town of Barnstable F tHE Regulatory Services O Tp� �1•o Thomas F.Geiler,D4 et r PF {�r��}}py3�,s §��y1�n}g BBLE uilding Divis><on • BARNSTABLE, MASS. �0 Tom Perry,BuildingCoin iy �i ief b PM f: 13 ess �AtentA 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 D Ian E 1 0: Fax`. 508-790-6230 Approved: Fee: o�S. Permit#: �/b HOME OCCUPATION REGISTRATION Date: ' Name. n,\ UJCI 0-VaV\6, o--_ Phone t(e)I(- Address: c�o A r�'t'e Village: e4p-rU ' �. Name of 13usiuess:___-- �. LJ v S�O NlC, t t1 t t Type of Business: O v Map/Lot: 17t7 Q`1607 INTENT: It is the intent of this section to allow the residents of the Town-of Barnstable to operate a home occupation Within single family dwellings,subject to the provisions of Section 4-1 A of the Zoning ordinance,provided that the activity shall not be discernible fi•ona outside the chvelling: there shall be no increase in noise or odor; no Visual alteration to the premises which would suggest aiaylliing other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or grounchvater pollution. After registration With the Building Inspector,a customary home occupation sliall be permitted as of right subject to the folloVVing conditions: • The actiVity is carved on by the Pennai' nt resident of a single fancily residential chvelling unit,located Vvithin that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is' ' I no outside evidence of such use. • No t affic"VVrill be generated in excess of rrornaal residential volumes. • The use does not involve the production of otlensive noise,vibration,smoke,(lust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous uaaterials,or flananaable or explosive materials,in excess of - - nornaal laouselaold quantities. . • Any need for parking generated by such use shill be met oil the same lot containing the Customary Home Occupation,and not mthin the required front yard. • There is uo exterior storage or display of materials or equipment. • Tiiere are no commercial vehicles related to the Customary Honie Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Custornary Home Occupation. •. If the.Customay Home Occupation.is listed or advertised as a business,the street address shall not be included. • No pe son shall he employed in the Customary Home Occupation who is not a permanent resident of the . c"el rg unit. I,the un<lersigne , have re and agr e VVitlr the above restrictions for my borne occupation I am registering. Applicant: Date: Ftoureoc.doc Rev..01/3/oR YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years]. A business certificate.ONLY REGISTERS YOUR NAME in town Iwhich you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1°`FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: 17 Fill in please: , APPLICANT'S YOUR NAME/S: 1 � R 5 YP I cwrr r F, BUSINESS YOUR HOME ADDRESS: �, � en �"V` ��f !-fik. p +t• j'_�.�[J_,,/ �,lei.[/ �' TELEPHONE # Home Telephone Number / S 7753�6 5 a,3 y' iaH1$r�� 1 ra>f NAME OF CORPORATION: NAME OF NEW BUSINESS T'U ( :ko I YPE OF BUSINESS IS THIS A HOME OCCUPATION? I.YES NO ADDRESS OF BUSINESS rr�' l� C� MAP/PARCEL NUMBER goo (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 2®O Main St. - corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally opera a your usiness in this town. 1. BUILDING COM ISSI ER'S OFFIC This individu I h en-inf rn)e of ny ermit r quirements that pertain to this.type of bM S�COMPLY WITH HOME OCCUPATION RULES AND REGULATIONS. FAILURE TO A on ig re**, CbMPLY MAY RESULT IN FINES. MME 2. BOARD OF HEALTH This individual h infor he rmit ui're ments that pertain to this tYPeo f bus iness. MUST COMPLY WITH ALL Authorized Signature HAZARDOUS MATERIALS REGULATIONS COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** _ COMMENTS: F j GRAPHIC SCALE �51 'LEGEND x n r NaUued 20 0 10 20 40 n \+ SPOT ELEVATION X=99.5 L OAK TREE �� f 1 inch = 20 ft~ TEST PIT EXISTING LEACH PIT S £ Ermas 1 M LOT 26 f ` HYADRANT — —O TO BE REMOVED. EXISTING CONTOUR —99.5 g X=101.8 V- I WATER SERVICE LINE W F �X=101.1PROPOSED S.A.S! 4c� 2� HAMBER TRENCH �p PERCENTAGE OF LOT COVERAGE s , EXISTING D/B 10 . SHED rr ��' LOT AREA 15022t S.F. TO BE REMOVED. 4 ��oo s' STRIPou( EXISTING STRUCTURES 16:7% d d 4. .a 1 x=10•L11 �"� EXISTING PAVEMENT 16.6% � EXISTING TANK d ' TO BE REMOVED. e IpsEo TOTAL COVERAGE 33.3% " 1 X 100 28 4 ROP �, d.• a a a O B 1 d Q• d' d ,a ,.dir N NOTES: .�K C:) - LOCUS MAP J a 2 OA •SHED &"PAVEMENT CROSS ONTO LOT 26. a QP.�R��,o ...;��. . • •a ;d ., PLAN REF: 358-92 d •a gE �-. PROPOSED.TANK. /� • NO SEPTIC RECORDS ON FILE WITH DEED REF:.' 27380-38 - ib00-GAL"' 1 23•``r'F ` TOWN OF BARNSTABLE. 4• ASSESSOR'S MAP: 170/018/007 ,d d l \ d •DRIVEWAY PAVEMENT CROSSES ONTO LOT 27. ZONING: RC DECK a / SETBACKS: 20'=10'-10' p �Jr FLOOD ZONE: C EP BVLKH / X=99.3 O PANEL NUMBER: 25000 O 1 0015 C — — T.O.F. � y 19� ' DATED: 8 1985 - _—___ 102.78 o LOT 30 / / -_#204=__ LOT 28 A.K.A.— — — . ! 15022f S.F. Is.5ft _-#205 — — - — 0.3 ACRES ®�s, — — — — — — ®�•>��F�,�s ��® ,� t� 44 PLOT PLAN .OF LAND 43.l ft ey% ® , , — — — — PROPOSED ; o� e e 4 J j 3.�, �1I y LOCATED AT: . d — — HFN — ® , G, PORCH 40. % STEP, 1, i r�C 1 m t Zft E � � 20_4_- -AMES WAY .. � 3 SED Op ✓ \ � O .o � L. n�„ 4 - CENTERVILLE, MA L 0 T 2 7 s` d • e 1 App1S10NS v "I V 00 to PREPARED FOR: �; Q . PAVED ^✓ ROBERT & SUZANNE TURO U! ;. DRIVEWAY APRIL 3, 2014 CO R gg dQ d ad REV: OCTOBER 24, 2014 f d E JOB.' 0 L ® TOP RBOLT ELEVATION dAp� 8�ap4'OB 99.08' REV: MAY 1 , 2015 REV: ES ., YANKEE LAND SURVEY CO, INC. AVE DIRT WAY - TR LED 40' WIDE 119 ROUTE 1.49 MARSTONS MILLS, MA • TEL: (508)428-0055 FAX: (508)420-5553 yonkeesurvey@comcost.net www.yankeesurvey.net i SHEET 1 OF 1 JOB#: 55098 JM s i EXIST. ry DECK ac f M EXIST. EXIST. O KITCHEN / \ BAT QO O a OM ---- __---___ '"' r _CiLOS. II I ANDERSEN 'i } 'ZoIs0$.5 3 Z- A21 MUDHALL >,LEE .OFFICE- ICLOs./ XIST. EDROOM Ct_OS. EXPANDED q LIVING y- x ! B NEW MULfI LB O :4i'• .. NEW LUMBER S PLI TO -E - _ - COVERED - , • PORCH ANDERSEN' NEW -w' ( DECKING) f FWG6066R COVERED - 4'2 (VA TED. )51 PORCH (AZEK DECKING) . _ DETECT REV E�Vf D • MSRKE D ' N ANDERSEN - k -. • . _ TW2446 - • 6-0• r' - P.T.4x4PPOSTSC L _ q AZEKC40PNG87 UILDING DEPT• ` DATE - A - B HIGH B E .- A5 A5 A5 F cns P.P. — I FIRE DEPART bAENT' DATE 60TH SIGNATURES ARE REQUIRED FOR P RMIT7ING ANDERSE ANDERSEN ANDERSEN ANDERSEN ', - - . TW2446 W/=446 W/ TM446 W!I TW2446 W/ ` LEGEND: _ TT 2415 TVVT2415 TWf 2415 TWi 24,5 ABOVE ABOVE ABOVE, ABOVE - 5'1• 2'40" 2'-10• 2'-10" 5'�" 6'�" 8'A• 8A• 0 EXISTING WALLS ,s's 26 0 CONSTRUCTION TO B M NEW CONSTRUCT ONE REMOVED FIRST FLOOR PLAN I�/7 THE DESIGNER SMALL ONSARE FOUFIEDND IF ANY SCALE : DRAWING NO.:. �1 ( OM COTUIT BAY DESIGN, LLC NEW ADDITION/REMO_DELING' FOR: ERRORS RESPONSIBLE FOR THE COTE f 'u\ THESE DRAWNGSPRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 1/411 43 BREWSTER ROAD WTH LL S DRA N GSI FOR THECONTENT IN THESE DRAWINGS IF CONSTRUCTION ON TURO RESIDENCE THESE RAWN SA RE NOTIFYINGFOR HE THE DESIGNER OF ANY ERRORS OR OMISSIONS. ' MASHPEE ,MA. 02649 G THEO NERNOTE�N OTHER USE OF DATE PH. (508 274-1166 4 DONTHES NTOFTHED RAIAINGS EIGNER NDERTHHE EN 9/12/2014 Al FLAX(508) 539-9402 204 AMES WAY CENTERVILLE, M • CONSENTOFTHEOESIGNERUNDERTHE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. EGRESS r ' WINDOW WELL - • - V! . • n FLOOI JOISTS co " o , a v I , c. r , • _ A TAL TTOM f _ - _ t • ' EXIST.GIRT. _ . - - M W N _-_-- _ c, r T) e - LW2x10s@.16 0: —.— - • , , _ . EGRESS.- i t ,. _ WELL • t NEW _ : - _ X V. I C I�AW L .: . . .. SPACE- 2" a E. $ -F ( Up CONC.SLAB) P.T.2x 10 LEDGER BOARD LAG BOLTED TO `EXPAN®E® - SOLID BLOCKING W/(2)LEDGERLOK BOLTS E / S HANGERS" LIVING ' 6 0 ,4 c STAGGERE D W JOIST r SAW CUT 3 . . .� FOUND.WALL- - _ A' I y�. t I I , r a . I r' NEW P.T.2 x 8 s.@ 16 o c.x o P.T 2 x 8' @ Y�o I .. NEW 2 x h 0'�@ 16"o.c. I I. - IL °°P.T.2 x 1 __ __ -- -- w NE LL. -0" ' BA S .—T I = z, 3 M c0 I (4"CONC.SLAB W/6 MIL I P:T.2 x 10 BEAM' \ ED - POLY VAPOR BARRIER)I I I I n ._ _ -. FASTEN JOISTS TO AcJ � C A t _ '• H2 5nT TIES NEW P.T.6 x 6 POST ON 12 DIA. ON A5 I I AJ CONCRETE SONOTUBE W/28 A5, I I o DIA. BIGFOOT FOOTING UNDER 6 x 6.P TO 12"DIA. I: "I ti °' NEATH TO 4'0".BELOW GRADE. os 5'-9 /2" BU66 POST USE SIMPSON A P S BASE TE SONOTUBE W/28" I I 4 6". I &AC6 OR ACE6 POST CAPS :OOT FOOTING UNDER- � I 0 4'0"BELOW GRADE. _ — _ — J PSON ABU66 POST BASE J 'OST CAP L+ - - -- r — rw GRAPHIC SCALE b LEGEND'X 20 0 10 20 401� x SPOT ELEVATION X=99.5 of OAK TREE 1 inch = 20 ft. o y TEST PIT t (O�'. EXISTING LEACH PIT • hxnp F ,� �' LOT .26 . '. 1\ . HYADRANT _ �O TO BE REMOVED. x=1o1.s d- EXISTING CONTOUR 99.5 ,, F WATER SERVICE LINE' • � PROPOSED S.A.S.• HAMeER TRENCH �p PERCENTAGE OF LOT COVERAGE EXISTING D 102� SH B x / LOT AREA 15022f, S.F. ; ` TO BE REMOVED. e °o J. s' sTRIPouT EXISTING STRUCTURES 16.7% � 3 o ° 4.. b .. x=101.1 EXISTING PAVEMENT 16:6% s EXISTING TANK _ d ..0 . TOTAL "COVERAGE 333% TO,BE REMOVED. `. O SED 100 e qg .- NOTES: o LOCUS-- MAP .. 2'0AK •SHED & PAVEMENT CROSS ONTO LOT 26. PLAN REF: 358-92 Qe�sA PROPOSEDJANK. • NO SEPTIC RECORDS ON FILE WITH DEED REF: 27380-38 1 SUO•G J \ �"' TOWN OF BARNSTABLE. ' 4 a 2 3 ft ASSESSOR'S MAP: 170 018 007 • T 27.DRIVEWAY PAVEMENT CROSSES-ONTO LO r, - • ZONING: RC 20 , 6 TACKS: —10 —10 � 0• S E B . •, NERD �: p _ FLOOD ZONE: C gU�K f : X=99.3 _. p PANED NUMBER: -250001 . 0015 C T 0 F' , - — — — _ 102.78' DATED:' "8/1.9/1985 LOT 30 _ LOT 28 #204_ : 15022t S.F. + o IS.5ft - - #205 - - - 0.3 ACRES ®a.� - — — — — ►�� 4�a®a ;-N OF �s `PLOT PLAN 0 LAND CD - — — — — — — D 43.1ft ® vaL�� -c �gCy✓ — — — — PROpOSE : ® oz Q�G ° s�� : c U.V IJ 9G LOCATED AT: C.f1 — PORCH 4p.2ft STEP"= - �a�As�JN y 204 AM ES WAY N 32.Oft DD�E `-� No. —� 3 OSED ;. _ po u �5 \� CENTERVILLE MA - R I , o LOT 27 ; • � . . " , �. ADD,-n � C� ND u a71 n 00 PREPAR#ED FOR. p: N - , PAVED- , ROBERT 8c SUZANNE TURO a ' N DRIVER 1 , CO- 0) R'498 9� _6 .'00 E . OCTOBER 24 2014 .° L T A N b R N To °, o ,08„ E . .. 1 p8 99Po "MAY- 1- 2015 .20 gOLT ELEVATI _ 4 O 8' REV: N 80 REV: °4 • ' A. YANKEE LAND SURVEY CO, INC. DIRT WAY 4 b TRAVELED 40' WIDE 119 ROUTE 149 ' MARSTONS MILLS, 'MA TEL: (508)428-0055� FAX: (508)420-5553 1 yankeesurvey®comcasf.net www.ydnkeesurvey.net SHEET 1 OF 1 JOB#: 55098 JM SEWAGE SYSTEM , PROFILE VIEW N .T. S . T.O.F. EL 102.78' .' FIN GRADE = 101.5't (o RISERS FIN GRADE = 100.6'f 20" rD9; 1/8- TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC DIA EL 100.27' i FIN GRADE = 101.6't e MIN INV EL DW 99.28' 10" MIN. 14" MIN. INV EL 8'5' M INV EL �- 98.58' INSPECTION (To REMAIN) 98.83' INV EL MIN. 6" INV- EL. RT oN L 98.71' BELOW FLOW LINE F"lLIQUID LEVEL 48" 98.28' SUMP 98.08' EL 97.88' o o 0 0 GAS BAFFLE 6" STONE a » a _ _. '•' EL 95.88' ns. �ti. •, ...;r DISTRIBUTION BOX " ' — --- 3 4 1 1/2- •" PROPOSED 1500 GALLON TANK • 48 / — --- — •48 PRECAST REINFORCED CONCRETE DISTRIBUTION BOX DOUBLE WASHED STONE x TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND,SHALL EXTEND A DISTRIBUTION BOX`SHALL HAVE WATERTIGHT COVER 33,5' MINIMUM�OF 6" ABOVE THE FLOW LINE.OF THE SEPTIC-TANK AND BE ON MINIMUM WALL THICKNESS' 2 THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM INSIDE DIMENSION = 12" PROPOSED CHAMBER TRENCH CLEAN—OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" 2" MINIMUM BELOW INLET INVERT. ABOVE.THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE PERFORM, S' -M RIGOUT DOWN TO 2 HORIZON EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO SEPTIC TANK SHALL HAVE .A MINIMUM COVER OF 9" THE-HEIGHT.OF THE DISTRIBUTION LINE INVERT_AFTER ALL LINES HAVE (APPROX., E , 2"). SOIL `"U `=1 ONS BOTTOM OF SOIL PIT = EL. 00.0' TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS BEEN SEALED IN PLACE. SHALL SF I PSS PRIOR TO S�lL REPLACEMENT NO GROUND WATER OR OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. INVERT ADJUSTMENTS SHALL,BE MADE BY FILLING WITH DURABLE AND F 5 15• REDOXIMORPHIC FEATURES OBSERVED MIDDLE ACCESS PORT SHALL BE 8 DIA. MINIMUM. `NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE,OR THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. RECONSTRUCTING THE,LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. SEPTIC TANK SHALL_ BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH' STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY.AND 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. TO PREVENT SETTLING. .SEPTIC TANK CAPATICY: REQUIRED' — 330 GALLONS AT 200� DESIGN , DATA: T PROVIDED 1500 GALLONS TO REMAIN THREE BEDROOM = 3 X '1 10 330' GPD REQUIRED FLOW FINGRADE = 101.6't 'NO GARBAGE DISPOSAL .ALLOWED 12.83' USE: CHAMBER TRENCH 33.5'L X 12.83'W X 2' EFF/DEPTH 34" •a •• 24» (33.5' + 33.5' + 12.83 + 12.83) X 2:0 = 185 S.F. _ _ GENERAL- NOTES: 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP -33.5' X 12.83 = 429 S.F. 48 58» 48 TITLE V AND THE TOWN OF" BARNSTABLE .RULES AND REGULATIONS 614 X 0.70 = 429 GPD TOTAL DESIGN. FLOW FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER of TRENCHES ONE 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" NUMBER OF UNITS =THREE OF FINISHED GRADE PROPOSED LEACH TRENCH — END VIEW �OF�,j 3. ALL COMPONENTS ' OF THE SANITARY SYSTEM SHALL BE CAPABLE OF INSTALL THREE 500 GALLON UNITS .^ �Ss ' WITH FOUR FEET OF DOUBLE WASHED STONE 9� WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR_ WITHIN 10 AT SIDES AND..ENDS �r ' D VID � OF 'DRIVES OR PARKING. H-20 LOADING SHALL BE USED 'UNDER OR WITHIN T.P. #1 PERC <2 M/INCH T:P. #2 PERC <2 M/INCH 4' 10' OF DRIVES OR PARKING, UNLESS NOTED. . . It�,!�cC1d y A!C '10W 4. -THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION EL. 101.5' » ' OF SITE UTILITIES PRIOR TO 'ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR "A "LS" 10 YR 3/1 "A" "LS" 10 YR 3/1 ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS.. 7 � „ „ 5. SEWER. PIPES SHALL BE SCHEDULE 40 PVC: (4" DIA. .UNLESS OTHERWISE NOTED) 6. ANY MASONRY UNITS USED TO BRING COVERS .TO GRADE SHALL BE "Bw" "LS" 10 YR 6/8 "BW "LS' 10 YR 6/8 MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS., SOIL DATA: 32" 32" TEST DATE: 12/16/14 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. "C1 „SL„ 16 YR 5/4 »C1 "SL" 10 YR 5 4 SOIL EVALUATOR: DAVE MASON 8. EXISTING SYSTEM COMPONENTS — IF ANY — SHALL BE ABANDONED PER 62"(EL 96.4')= '62"(EL. ss.4') . APPROVAL DATE: TITLE 5 REQUIREMENTS. MEDIUM " „ MEDIUM -------- 9. THE EXCAVATOR CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE 'C2" SAND 10 YR 7/4 C2 , -SAND .10 YR 7/4 HEALTH. AGENT: DONNA- MORANDI SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS: EL ass 144" EL•79.8' 144" ` r, 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR a" COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 4 SHEET 2 OF 2 JOB#:. 55098 l ' SMDKL DETECTC0$ REVI WED EXIST. DECK UILDI G DVI DATE 45". FIRE DEPARTMENT DATE BOTH Sl HATURES ARE h-EgUI;tED FOR P RMITTING EXIST. 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USE SIMPSON H2.5 HURRICANE CLIPS 1 x s FRIEZE BOARD AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS DETAIL AT CORNICE t BVm* COTUIT� BAY DESIGN LLC N.EW ADDITION/REMODELING FOR• THE DESIGNER SHALLR TO STAR IOF SCALE ERRORS OR OMISSIONSARE FOUNDON SC DRAWING NO.43 BREWSTER ROAD THESE DRA MNGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 1/4" _ 1,_0,I A� H I] �L/� G (� 1 1 /� /� WILL BE RESPONSIBLE FOR THE CONTENT MASFiPEE MA. 02649 TURD RESIDENCE NTHESEDRAWINGSIFCONSTRUCTION p �] Gc RESIDENCE COMMENCES WITHOUT NOTIFYING THE PFi• (50VQJ1)274-11 VV DESIGNER OF ANY ERRORS OR OMISSIONS. DATE FAX(508) 539-9402 THESE CR EllG NOT DSOLELYFER THE USE THESETHE RA`MNNOTED.ANYOTHER USE OF �� THESE DRAWINGS REQUIRES THE WRITTEN 04 AMES WAY CENTERVILLE MA ACONSENT OF THE RCHITCTURALDESIGNHTPROECTI 9/12/2014 ACT OF ICTURAL COPYRIGHT PROTECTION - ACT OF 1990. TYP. ROOF CONST CONT.RIDGE VENT -2 x 12 ROOF RAFTERS @ wo.c. -5/8"COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES -15LB.FELT PAPER 2 x a's @ 16"D.C. -11"HI-R BATT INSULATION @ SLOPED CEILINGS(R=38) -11"BATT INSULATION 12 @FLAT CEILINGS(R=38) LAG BOLT RAFTER LEDGER TO -MULTI LVL RIDGEBEAM WALL W/LEDGERLOK SCREWS MATCH -SIMPSON H 25 HURRICANE CLIPS &USE SIMPSON LSU26 SLOPED r EXIST. AT ALL RAFTER ENDS HANGER - -I3*(r OF ROOF CE/WATER SHIELD AT BOTTOM 2 x 8 RAFTERS @ 16"o.c..USE -PROP-A VENT BETWEEN RAFTERS' SIMPSON H10 HURRICANE ' TOP OF PLATE -WINE'WASH BARRIERS 12 CUPS TO FASTEN RAFTERS 12•GYP.BOARD -ALUMINUM DRIP EDGE �4S TO MULTI LVL BEAM ON 1 x 3 STRAPPING @ 16•o.c. 2-1 3/4"x 7 1/4"LVL HEADER z ~ AZEK i x 4 BEAD rn TYP-WALL CONST. BOARD CEILING SIMPSON AC4/ACE4 EXPANDED 1.zxa STUDS @1s•D.D. POST GAPS . 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ROOF CONST TOP OF PLATE zxes 1s a.o. -2 x 10 ROOF RAFTERS @ 16"o.c. 2-1 3/4"X 7 114"LVL BEAM .. - -5/8•COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES z AZEK BEAD BOARD SHEET - -15LB.FELT PAPER F, - 11"HI-R BATT INSULATION ON 1 x 3 STRAPPING @ 16"o.c. - rn - @ SLOPED CEILINGS(R=38) w NEW 11"BArr INSULATION = TYP.WALL CONST. @ FLAT CEILINGS(R=38) Q MUD ROOM 1.2 x 6 STUDS @ 16•o.c. -2x 12 RIDGE BOARD € 2.12•PLYWOOD SHEATHING -SIMPSON H 2.5 HURRICANE CLIPS 3.6-(R-20)BATT INSULATION IC ALL RAFTER ENDS FIRST FLOOR 4.12•GYPSUM BOARD -ICE/WATER SHIELD AT BOTTOM SUBFLOOR 5.W.C.SHINGLE SIDING - 3'0.OF ROOF -PROP-A VENT BETWEEN RAFTERS 6.TYVEK VAPOR BARRIER - -WIND WASH BARRIERS 2 x 1 as @ 16"O.c. - -ALUMINUM DRIP EDGE P.T.2 x 8's @ 16"o.c. NEW CRAWLSPACE 9 2"CONC.SLAB q . SECTION @ MUDROOM 0A5 COTUIT BAY DESIGN LLC NEW ADDITION/REMODELING FOR• THE DESIGNER SHALL BE NOTIFIED IFANY SCALE 43 BREWSTER ROAD ERRORS OROMI9SIONSAREFOUNDON DRAWING NO.: THESE DRAWINGS PRIOR TO START OF NALLBERESPONSIBLE FORONSTRUCrON.THE ITHECONTENNG TTOR 1/411 - 1'-0" PMASHPpEE MAW. �0G2649 TURZ RESIDENCE INTHESEORAWINGSIFCONSTRUCTION H, (508))274-I 1 V�J COMMENCES NATNOUT NOTIFYING THE FAX (508) 539-9402HE WRI THESEOESIG RA—GY ERRORS OR OMISSIONS. A THESE DRAW ER NOTED ANY OTHER THE USE DATE : �� .THESE THE DRAWING REO.ANYOTHERUSE OF C 04 MES WAY CENTERVILLE MA CONSENTOFTEDEIGNER NDERTTTEN 9/12/2014 CONSENT OFTHE DESIGNER R UNDER ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS NAILING SCHEDULE &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 110 MPH EXPOSURE C WIND ZONE DETAILS,&FINISHES IN THE FIELD WITH OWNER JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ROOF FRAMING: FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-166d BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-1 EACH END STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 d EACH END .) 110 MPH EXPOSURE B WIND ZONE,1.50 ASPECT RATIO WALL FRAMING: 5 � - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, STUD TO STUD FACE NAILEDC. OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ( ) 2-16 d 16d 16" 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD HEADER TO HEADER(FACE NAILED) 16d 16d i 16"D.C.oc.ALONG EDGES FLOOR FRAMING: 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY RICK HOOD FOR ALL PROPOSED&EXISTING DETAILS 2 2 BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) -8d -1O EACH END d l PER JOIST 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF I - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-166d ALL SIMPSON COMPONENTS. LEDGER EACH BLOCK - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST TO BE 3000 PSI BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT DURING FRAMING CONSTRUCTION ROOF SHEATHING: 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE WOOD STRUCTURAL PANELS(PLYWOOD) 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY RAFTERS OR TRUSSES SPACED OVER 16"D.C. 8d 10d 4"EDGE/4"FIELD EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD INSTALLER/CONTRACTOR. GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS 15.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD ` FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) - 1"OR LESS THICKNESS 8d 10d 6.'.EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD . IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT I CEILING I WOOD FRAMED WALL IFLOOR BASEMENT WALL B RASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE -VALUE R-VALUE 0.35 0.60 49 20 30 10/13 10(2 FT.DEEP) 10113 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 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS • II1�//i ERRORS ORER SHALLBE WISSIONSAREFOUNOONY SCALE DRAWING NO. B1 ` COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR COSMCTIN.THEBITO STARNTR ILA\ HALL BE RESPONSIBLE FOR ITHE CONG NTENT CONTRACTOR 1/4" — 1 I-0�1 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION AA T U R O RESIDENCE COMMENCES WITHOUT NOTIFYING THE MASHPEE ,MA. 02649 COM ENCESANHOUTNSDRNGTHONG. DATE o THESE DRAWINGS ARE SOLELY FOR THE USE PH. (SOH 274-1166 THESE THE OMER REQUIRES THERUSEOF THERE DRAWINGS NOTED. THE WR TTEN FAX (50$) 539-9402 204 AMES WAY CENTERVILLE, MA AR HITETCT OF COF HE DESIGNER RIGHTPUNDER THE 9/12/2014 ARCHITECTURAL COPYRIGHT PROTECTION