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HomeMy WebLinkAbout0016 CLIPPER LANE �Cj a l �� l��- Town of Barnstable Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Shed Posted Until Final Inspection Has Been Made. 639. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Registratiow Registration Number: B-20-1160 Applicant Name: WEINSTEIN, DEBRA 1&TUDOR,TIMOTHY Approvals Date Issued: 05/06/2020 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 11/06/2020 Foundation: Location: 16 CLIPPER LANE,CENTERVILLE r_ Map/Lot: 189-122 Zoning District: RC Sheathing: Owner on Record: WEINSTEIN, DEBRA J&TUDOR,TIMOTHY Contractor Name: Framing: 1 Address: 16 CLIPPER LANE Contractor License: 2 CENTERVILLE, MA 02632 Est. Project Cost: $0.00 Chimney: Description: 87 sq foot shed greenhouse Permit Fee: $35.00 Fee Paid: $35.00 Insulation: Project Review Req: Date: 5/6/2020 Final: Plumbing/Gas Rough Plumbing: \Building Official d 1 Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within.six months after issuance. All work authorized by this permit shall conform to the approved application and theFapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed priorto Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 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. "Per s con with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building Department.Services �N� QU gU1LD T Brian Florence,CBO ., FrAB Building Commissioner AY. U 2020 200 Main Street, Hyannis,MA 02601 M Fc A www4own.barnstable.ma.us BARN o� STAB�"E . TOWN Office: 508-862-4038 Fax: 5087790-6230 PERMIT# ,(7�J6— 1160 FEE: $35.00 SHED REGISTRATION SCANNED RESIDENTIAL ONLY / 200 square feet or less Location of shed(address) Village Property owner's name Telephone number 77 Size of Shed Map/Parcel# - E-Mail _ Signature Date ii/t)o Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00:30&3:30-4:30 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 THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg R4V;08/6/17 _ 'S 29'02'05"`E 21.00, �° eh�' o z Z cD moo: � (DbD - " o cn a Tn w V 14 ,n. EoT Garage OO 0 I. �! No 16 Clipper Lane 2 N Centerville..MA S 32°27'46" E 38:3' :o ' d O E 00 0. { N CD w o . P :.a : .W - q,� TOWN OF BARNSTABLE BUILDING PERMIT APPLICA ION 3 „ ID 6 Map Parcel j Application # Health Division 73} Date Issued Conservation ision / - Application Fe Planning Dept. Permit Fee (, w Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address J p 1 Village C Owner Address � Telephone C� Permit Request W►� L t ti S0�4+R ��. � �-- - t Square feet: 1 st floor: existing 'I proposed 2nd floor: existing � proposed Total new Zoning District Flood Plain Groundwater Overlay Project ValuatioO� Construction Type Lot Size o5'�'5 ' ,:�ye_5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Wr Two Family ❑ Multi-Family�# units) Age of Existing Structure � Historic House: ❑Yes i9 No On Old Kin ' 9 9 d g s Highway: ❑Yes l�lo Basement Type: LYFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2- new Half: existing d new V Number of Bedrooms: existing Onew Total Room Count (not including baths): existing -7 new 0 First Floor Room Count Heat Type and Fuel: LR Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 6r No Fireplaces: Existing V New Existing wood/coal stove: ❑Yes L/No Detached garage: existing ❑ new size—Pool: M/existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: 9existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# c Current Use Proposed Use -� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) co Name Telephone Number T � Address Cf,,0* b6r kao License# L ocf2 -an) �(r ceo+pwl - 1 V I Home Improvement Contractor# & Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1A cl ,-�ol D FOR OFFICIAL USE ONLY 3 , APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE* OWNER DATE OF INSPECTION: FOUNDATION i _FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL •- GAS: ROUGH FINAL 'FINAL BUILDING ) l.x DATE CLOSED OUT ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts Department of.Industrial Accidents. - ' Office of Investigations IT 600 Washington Street � Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: 9 CJ ; It City/State/Zip: rU e Phone #: ��� � � Are you an employer?Check the appropriate bo Type of project(required): 1.❑ I am a employer with 4. am a general contractor and I 6. [] New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. remodeling ship and have no employees These sub-contractors have g, ..Demolition and have workers' working for me in any capacity. employees 9. [] Building addition [No workers' comp.insurance comp. insurance. 5 �] We area corporation and-its 1D.❑ Electrical repairs or additic require .d.] . . 3.❑ 1 am a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additic myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]f c. 152, §1(4), and we have no employees. [No workers' 13.� Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. _ t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for.my employees: Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: ., Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition.of criminal penalties of fine up to$1,500.00 and/or one-yeas imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify under an s and penalties ury that the information provided above is true and correct Date: Signature: F Phone#: �b l 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 S. Plumbing Inspector 6. Other Contact Person: Phone#: r , Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who'has not produced acceptable evidence of compliance with the insurance coverage required." .. Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until.acceptable,evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. -Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to_any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,,MA 02111 Tel. # 617-727-4900 ext-406 or 1-877-MASSAFE Fax # 617-727-7749 Revised.4-24-07 www.mass.gov/dia ENERGY CONSERVATION.APPLICATION,FORM FOR ENERGY EFVICICIENCY FOR ONE- AND TWO-FANaLY DETACHED RESID ENTIAL*CONSTRUCTION (780 cnrx 61.00) Applicant Name: ` Site Address: I& d P y print Town: — ! Applicant Phone: 3 �70t11 Applicant Signature: Date of Application: f � NEW CONSTRUCTION: choose ONE of the-following0-options). 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS hIAXIMUM[ •MINIMUM Ceiling or Basement Slab ❑ Option l: Fenestration exposed Wall Floor Wall Perimeter AFUE HSPF U-factor floors R Value R-Value R-Value R-Value R-Value and Depth National Appliance-aa R-10� Consmaii°n Act(NAE( .35 R-3 8 R-19 R 19 R-10 4 ft . 1997 as amcnd°d,minim cater as a licablc Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ 0-ptibn 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—.Web which can be. accessed at http //www.r-ncrgyrDdtS.Izc)v/zrschf--rk/ ADDX�tONS�M'A_�T�"TZ01�1S.T0 E fST�IG$TJLLDXNGS.O RSYFARS OLD* *)3uildings under 5 years old must use option#1 or 42 in New construction section above. Complete the following farmula to determine the %° of glazing: (a) Gross Wall & Ceiling Area:equals Formula: (100 x b SF 100 x • _ � �r % ofglazing b a �� � SF (b) Glazing area equals 9 _ - If glazing i 40%°.use the chart below. If glazing is> 40 % rgct6d. to "SUNROOM" section 780 CMR 'TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMT ONENT CRITERIA ADDITIONS TO EXISTING. LOW-RISE RESIDENTIAL B•UMPINGS MAXIMUM MINQv1UM Ceiling and Slab Perir. ❑ Fenestration Exposed floors Wall Floor , Basement Wall R-•valt U-factor R-Value R-value R-Value • R-Value and De .3P R-37 a R-13 . R-19 R-10 R-10, 4 a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area i.e:not com ressed over exterior walls, and including any access o rains . SUNROOM—An addition or alteration to an existing building/dwelling unit where the tot glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of t addition. Note: Owner to fill out Consumer Iii ormatfon Form found in Appendix 120T Town of Barnstable 4 N�04 trte rye Regulatory Services Thomas F. Geiler,Director ' Building Division PrED y`/'y k Tom Perry,Building Commissioner 200 Maid•9treet, Hyannis, MA 026.01 n-ww.fown.barnstable.ma.us Office: 508-862-4038 Fax: 509-790-6230. ETOmy-OWNER LICENSE EXEMPTION Please print DATE: D I `9 JOB LOCATION: number street • village - '-""HOMEOWNER": name / home phone# work pbonc# CURRENT MAILING ADDRESS: ! C(P/0�'p t01j� z� city/town state zip codc 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. DEF]TIIT ON OF HOMEOWNER Persons)who owns a parcel of land on which he/sbc 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 th=.one home in a two-year period shall not be considered a homcu ner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall b responsible for all such work performed under the building permit. (Section 109.L1) The undcrsigncd"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned."homeowner"certifies that he/sbc understands the Town of Barnstable Building DcpartrAcut minimum inspection procedures and requirements and that be/sbc will comply with said procedures and rer�nrirements. Signatin-c of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. I HOl,aOWNER'S EXEMYTION The code states that "Any homeowner performing work for which a building perrrdt is required shall be exempt from the provisions. of this section.(Scc6crn 1 D9.1.1 -Licensing of construction Supervisors);provided that if the homcowncr engages a person(s)for hire to do such work, that such Homeowner shall act as supervisor." Many hofncowncrs who use this exemption ere unaware that they are assvrrring the responsibilitics of n supervisor(see Appendix Q, Ru)cs&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness bftcn results in serious prob]cros,particularly when the homeowner.hires unlicensed persons. In this ease,our Board cannot procccd against the unlicensed person as it would with a licensed Supervisor. The homeowner acting ns supervisor is ultimately responstblc. To ensure that the homeowner is fully awara of his/her respmnbilidcs,many communities require,u part of the parnit application, [hat the:homcownct certify drat he/she understands the respoanbilitics of a Supervisor. On the last page of this issue is a_form currently used by several towns. 'you.rnay care t amend and adopt such i for rJIccrtification for use in your community. �IKEr� Town of Barnstahle Regulatory Services Thomas F_ Geiler, Director Foy Building Division Toni Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 imw.town_barnstable.ma.us Office: 508-862-4039 Fax: 508-79( Property Owner Must Complete and Sign This Section If,Using A Builder as Owner of the subject.property hereby authorize to act on my behalf, La all matters relative to work.authorized by this building permit application for. (Address ofJob) Signature of Owner Date. Print Name If Property Owner is,applying for permit please complete the Homeowners License Exemption Form on the reverse -side. �zo�ao�D Re: iiv c%o�e�G�De "ht IMES Evaluation Report ESR-1006* Reissued April 1, 2010 This report is subject to re-examination in two years. www.icc-es.orq 1 (800)423-6687 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07—THERMAL AND MOISTURE PROTECTION Properties evaluated: Section:07210—Building Insulation Foam-Control EPS Boards: Section:07220—Roof and Deck Insulation REPORT HOLDER: ■ Surface-burning characteristics ■ Physical properties/thermal resistance(R-values) AFM CORPORATION 17645 JUNIPER PATH,SUITE 260 ■ Attic and crawl space installation LAKEVILLE,MINNESOTA 65044 ■ Fire resistance(020 Foam-Control www.foam-control.com Foam-Control EPS with Perform Guard Boards and Foam- EVALUATION SUBJECT: Control EPS with Perform Guard2: FOAM-CONTROL® EPS BOARDS FOAM-CONTROL EPS ■ Surfacee-buming characteristics WITH PERFORM GUARD® BOARDS AND FOAM- ■ Physical propertiestthermal resistance(R values) CONTROL EPS WITH PERFORM GUARD2 BOARDS ■ Termite resistance ADDITIONAL LISTEES: 2.0 USES ACH FOAM TECHNOLOGIES,LLC 2.1 Foam-Control EPS Boards T( ypes I,VIII,II,and DC): BIG SKY INSULATIONS,INC. Foam-Control expanded polystyrene (EPS) insulation boards are used as nonstructural insulation in wall cavities, BRANCH RIVER PLASTICS,INC. door cavities, ceiling assemblies, and roof covering HENRY PRODUCTS,INC. assemblies, or on the outside faces of exterior walls. The insulation boards may be used on walls in attics and crawl MID-ATLANTIC FOAM spaces without a covering when installation is in accordance with Section 4.2.2. NOARK ENTERPRISES,INC. The insulation boards may be used as the core of PACIFIC ALLIED PRODUCTS,LTD. sandwich panels when specifically recognized in a current evaluation report. POLIESTIRENO ALFA-GAMMA S.A.de C.V. The insulation boards may be used as exterior perimeter POLY-FOAM INC. insulation around concrete slab edges, on foundation walls, or under flat concrete slab on grade construction, TEAM INDUSTRIES,INC. except in areas where the probability of termite exposure is "very heavy" as defined in IBC Section 2603.8 and IRC THERMA FOAM,LLC Section R318.4. THERMAL FOAMS,INC. The insulation boards may be used as components of Class A, B, and C roof covering systems installed on steel U13S FOAM decks, when installation is in accordance with Section 4.4. The insulation boards may be used as a roof insulation 1.0 EVALUATION SCOPE when recognized in an [CC-ES evaluation report on the Compliance with the following codes: roof covering system. ■ 2009 Intemational Building Code®(IBC) 2.2 Foam-Control EPS Boards(Type I-WSG): ■ 2009 International Residential Code®(I RC) Foam-Control EPS boards designated as Type I-WSG may be used as components of a wall covering system when ■ 2009 Intemational Energy Conservation Code®(IECC) recognized in an ICC-ES report. 'Corrected May 2010 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not speciyloally addresseg nor are they to be construed am as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied as to arty fmding or other matter in this report,or as to any product covered by the report �.. Copyright C 2010 Page 1 of 6 ESR-1006 1 Most Widely Accepted and Trusted Page 2 of 5 2.3 Foam-Control EPS Boards(Types 1-D2D,VIII-D2D, 3.5 Foam-Control EPS with Perform Guard Boards II-D2D,and IX-D2D): (Type I,Vill,11,and IX): . Foam-Control EPS boards designated as Type 1-1321),VIII- Foam-Control EPS with Perform Guard boards are factory- ' D2D, 11-D21)or IX-D2D may be used as components of a treated for termite resistance. The boards are Class A, B, or C roof covering system installed directly to manufactured at minimum densities of 0.90, 1.15, 1.35 and steel decks,when installation is in accordance with Section 1.80 pcf (14.4,18.4, 21.6, 28.8 kg/m3), corresponding to 4.4 of this report. designations Type I, Type VIII, Type 11, and Type IX, 2.4 Foam-Control EPS with Perform Guard (Types 1, respectively. (_ to Vill 1 - 3.6 Foam-Control EPS with Perform Guard2 Boards BUD Foam-Control EPS with Perform Guard boards are used as (Type 1,YIII,II,and IX): 5� nonstructural insulation. The boards are recognized for Foam-Control EPS with Perform Guard2 boards are installation below grade in areas subject to termites in factory-treated for termite resistance. The boards are accordance with Section 4.5 of this report. When manufactured at minimum densities of 0.90, 1.15, 1.35 and installation is in areas where the probability of termite 1 80 pct(14.4, 18.4, 21.6, 28.8 kg/m3), corresponding to infestation is "very heavy" as described in IBC Section designations Type I, Type VIII, Type 11, and Type IX, 2603.8, or IRC Section R316.7, use is limited to areas respectively. ex osed to the The insulation boards may be used in wall cavities or on 4.0 INSTALLATION the outside faces of exterior walls. The insulation boards 4.1 General: may be used as exterior perimeter insulation around Foam-Control EPS boards and Foam-Control EPS with concrete slab edges, on foundation walls, or under Perform Guard boards are installed in accordance with the concrete slab on grade construction. manufacturer's published installation instructions and this 2.6 Foam-Control EPS with Perform Guard2 (Types 1, evaluation report.The manufacturer's published installation Vill,11,and IX): instructions and this report must be strictly adhered to,and a copy of the instructions must be available at all times on Foam-Control EPS with Perform Guard2 boards are used the jobsite during installation. as nonstructural insulation. The boards are recognized for 4.2 Foam-Control EPS Boards: installation below grade in areas subject to termites in accordance with Section 4.6 of this report. 4.2.1 General: Foam-Control EPS boards must be attached to supports in a manner that will hold the The insulation boards may be used in wall cavities or on insulation securely in place.The insulation boards must not thei outside faces of exterior walls. The insulation o o boards be used structurally to resist transverse,vertical or in-plane may be used as exterior perimeter insulation around loads except when this is specifically recognized in a concrete slab edges, on foundation walls, or under separate evaluation report. The boards must not be used concrete slab on grade construction. as exterior stud wall bracing. Wall bracing must be 3.0 DESCRIPTION provided in accordance with IBC Sections 2308.9.3 and 3.1 General: 2308.12.4 or IRC Section R602.10. The Foam-Control insulation boards described in Sections The insulation board may be applied to exterior faces of walls, to a maximum thickness of 1 /2 inches (38 mm), 3.2 through 3.5 are molded, closed-cell expanded polystyrene boards complying with ASTM C 578, have a except insulation board thicknesses greater than 1 is pry g inches (38 mm) may be permitted if such installation is flame-spread index not exceeding 25 and a smoke- developed index not exceeding 450 when tested at a recognized an insulation ICG- b evaluation report on a wall covering. The boards must not be used as a thickness of 6 inches(152 mm) in accordance with ASTM nailing base for exterior finish materials.The attachment of E 84,and have thermal resistance values noted in Table 1. finish materials over the insulation boards must provide a Maximum thickness is 9 inches (229 mm) when used in minimum of 1-inch mm 25.4 roofing applications where a thermal barrier is provided, ( ) penetration of the fasteners into wood framing members or into structural sheathing,as and 9 inches(229 mm)when used as described in Section required by the finish material manufacturer's published 4.4; for other uses, maximum thickness is 6 inches instructions, or in accordance with the applicable code. (152 mm). Finish materials over the insulation boards must be 3.2 Foam-Control EPS Boards(Types I,Vill,11,and IX): structurally adequate to resist the required horizontal Foam-Control EPS boards are manufactured at minimum forces perpendicular to the wall. densities of 0.90, 1.15, 1.35 and 1.80 pof(14.4,18.4, 21.6, The interior of the building must be separated from the 28.8 kg/m3)and have designations Type 1,Type VIII,Type insulation boards with a thermal barrier as required by IBC 11,and Type IX,respectively. Section 2603.4 or IRC Section R316.4, except when 3.3 Foam-Control EPS Boards(Type 1-WSG): installation is in accordance with Section 4.2.2 of this report. Type I-WSG Foam-Control EPS boards are manufactured at a minimum density of 0.90 pfc(14. kg/m3).Type I-WSG In areas where the probability of termite infestation is boards comply with ASTM E 2430. defined as"very heavy"and when foam plastic insulation is used with wood construction, the foam plastic must be 3.4 Foam-Control EPS Boards(Types I-D2D,VIII-D2D, installed in accordance with IBC Section 2603.8 or IRC II-D2D,and IX-D2D): Section R318.4. Areas of very heavy termite infestation D21) Foam-Control EPS boards are manufactured at must be determined in accordance with IBC Figure 2603.8 minimum densities of 0.90, 1.15, 1.35 and 1.80 pcf and IRC Figure R301.2(6),as applicable. (14.4,18.4, 21.6, 28.8 kg/m3), . corresponding to Insulation boards for use as roof insulation must be designations Type I, Type VIII, Type 11 and Type IX, installed in accordance with Section 4.4 or as recognized respectively. in an[CC-ES evaluation report on a roof covering system. ESR-1006 1 Most Widely Accepted and Trusted Page 3 of 5 The insulation board may be used as the core material 4.4.2.4 Roof Covering: The roof covering membrane for doors that do not require a fire-resistance rating, when must be a mechanically attached, fully adhered or installed in accordance with IBC Sections 2603.4.1.7, ballasted EPDM or thermoplastic membrane listed in an 2603.4.1.8, and 2603.4.1.9 or IRC Sections R316.5.5 and [CC-ES evaluation report as part of a Class A, B, or C roof R316.5.6. covering assembly. Thermoplastic membranes include 4.2.2 Special Use—Attics and Crawl Spaces: Foam- polyvinyl chloride(PVC),modified PVC,chlorosulphonated Control EPS boards may be used on walls of attics and polyethylene (CSPE), and thermoplastic polyolefin (TPO). crawl spaces, without the coverings listed in Section The membrane is limited to a maximum nominal thickness 2603.4.1.6 of the IBC or IRC Sections R316.5.3 and of 0.045 inch (1.1 mm). The evaluation report on the roof R316.5.4,under all of the following conditions: covering assembly must specify one of the following assemblies as the only components of the classified roof 1. Entry to the attic or crawl space is limited to service of covering assembly permitted under the conditions of this utilities, and no storage is permitted. Utilities include, report: but are not limited to, mechanical equipment, electrical a. A generic EPS insulation board having the same wiring, fans, plumbing, gas or electric hot water density and installed thickness as the Foam-Control heaters,and gas or electric furnaces. EPS roof insulation listed in Table 1 of this report, the 2. There are no interconnected attic or basement areas. cover board described in Section 4.4.2.3, and the roof 3. Air in the attic or crawl space is not circulated to other covering membrane described in this section (Section parts of the building. 4.4.2.4), installed over a steel deck as described in Section 4.4.2.1. 4. Attic ventilation is provided in accordance with IBC b. A generic EPS insulation board having the same Section 1203.2 or IRC Section R806,as applicable. density and installed thickness as the Foam-Control 5. Under-floor ventilation is provided in accordance with EPS roof insulation listed in this report, the roof IBC Section 1203.3 or IRC Section R408.1 as covering membrane described in this section (Section applicable. 4.4.2.4), and stone ballast, installed over a steel deck 6. Combustion air is provided in accordance with Section as described in Section 4.4.3 of this report. 701 of the International Mechanical Code (IMC). 4.4.3 Installation:The Foam-Control EPS roof insulation 7. Insulation boards are limited to a maximum nominal boards are loosely laid directly over the steel deck in single density of 1 pd(16 kg/m)and a maximum thickness of or multiple layers, to a maximum total thickness and 4 inches (102 mm); or maximum nominal density of 2 density as noted in Section 4.4.2.2. The top layer of pcf(32 kg/m)and maximum thickness of 2 inches(51 insulation must be placed so that the labeling required in mm);or maximum nominal density of 1.5 pcf(24 kg/m) Section 7.0 is facing up. Tapered EPS foam boards may and maximum thickness of 22/3 inches(67.8 mm). be installed, provided the maximum allowable thickness is 4.3 Foam-Control EPS Boards(Type I-WSG): not exceeded. The cover board described in Section 4.4.2.3,when required,is laid over the insulation. Type I-WSG Foam-Control EPS boards must be installed The method of attaching the roof covering,cover boards, as part of an exterior cementitious wall covering, an EIFS and insulation boards to the steel roof deck must be in system or other proprietary wall system, when installation accordance with the ICC-ES evaluation report on the roof is in accordance with an ICC-ES evaluation report on the covering membrane,and as described in Section 4.4.2.4 of wall covering system this report. 4.4 D21) Foam-Control EPS Boards (Type 1, VII, 11, 4.4.4 Reroofing: New roofing must not be applied over and IX): existing roof covering assemblies. Additional EPS foam 4.4.1 Application Directly to Steel Roof Decks without insulation may be added over the existing EPS foam a Thermal Barrier: D21)Foam-Control EPS roof insulation insulation, provided inspection in accordance with IBC may be used as a component of a Class A, B, or C roof Section 1510 or IRC Section R907 indicates the existing covering installed on steel decks without a thermal barrier, EPS is sound material,the density of the EPS being added when installation is in accordance with Sections 4.4.2, is equal to the density of the existing EPS, the existing 4.4.3 and 4.4.4. EPS meets the requirements of this report, and the total 4.4.2 Materials: thickness of the existing EPS plus the new EPS being added conforms to Section 4.4.2.2. The existing roof 4.4.2.1 Steel Deck:Steel roof decking must be minimum covering and, if necessary, the cover board must be No. 22 MSG [0.030 inch (0.76 mm)], 11/2-inch-deep (38 removed before new roofing materials, having mm), unperforated, painted or galvanized steel decking, characteristics specifically described in this report, can be with flutes spaced a maximum of 6 inches (152 mm) on installed. center.The deck must be welded or mechanically fastened 4.6 Foam-Control EPS with Perform Guard: to structural supports in accordance with the applicable code. Foam-Control EPS with Perform Guard boards is installed 4.4.2.2 Foam Plastic Insulation: 'The D2D Foam- as specified in Section 4.2.1 of this report,except that use is not restricted in areas where the probability of termite Control EPS insulation boards may have a maximum infestation is defined as'very heavy"under Section 2603.8 thickness as follows: up to 9.0 inches(229 mm)for Type I, of the IBC or IRC Section R318.4. 7.2 inches(183 mm)for Type Vill,6.0 inches(152 mm)for Type 11,and 4.5 inches(114 mm)for Type IX. 4.6 Foam-Control EPS with Perform Guard2: 4.4.2.3 Cover Board:When used,the cover board in the Foam-Control EPS with Perform Guard2 is installed as roof covering assembly is 1/4-inch-thick (6.4 mm) Dens- specified in Section 4.2.1 of this report, except that use is Deck® Roof Board, manufactured by Georgia-Pacific not restricted in areas where the probability of termite - Corporation, or 1/2-inch-thick (12.7 mm) wood-fiber board infestation is defined as 'very heavy" under IBC Section ` complying with ASTM C 208. 2603.8 or IRC Section R318.4. ESR-1006 1 Most Widely Accepted and Trusted Page 4 of 5 5.0 CONDITIONS OF USE 5.7 Maximum thickness is as noted in Section 3.1 of this The Foam-Control® EPS Boards and Foam-Control EPS report. with Perform Guard® EPS insulation boards described in 5.8 The products are manufactured by the listees at the this report comply with, or are suitable alternatives to what locations specified in Table 2 under a quality control is specified in, those codes listed in Section 1.0 of this program with inspections by Underwriters report,subject to the following conditions: Laboratories Inc.(AA-668). 6.1 The insulation boards must be produced, identified, 6.0 EVIDENCE SUBMITTED and installed in accordance with the manufacturer's published installation instructions. If there is a conflict 6.1 Foam-Control EPS Boards: between this report and the manufacturer's 6.1.1 Data in accordance with the ICGES Acceptance instructions,this report governs. Criteria for Foam Plastic Insulation (AC12), dated June 5.2 The insulation boards must be separated from the 2009, including reports of tests in accordance with building interior with a thermal barrier complying with Appendix B. the applicable code, such as 1/2-inch (12.7mm) gypsum wallboard installed in accordance with the 6.1.2 Data in accordance with UL1256. applicable code, except as described in Sections 6.1.3 Test reports of room comer fire tests in accordance 4.2.2 and 4.4 of this report. with UBC Standard 26-3. 5.3 Exterior walls must be protected by a water-resistive 6.2 Foam-Control EPS with Perform Guard and Foam- barrier complying with IBC Section 1404.2 or IRC Section R703.2, and by wall coverings that provide Control EPS with Perform Guard2: the necessary structural resistance to wind and 6.2.1 Data in accordance with the ICGES Acceptance seismic forces in spanning between wall framing Criteria for Foam Plastic Insulation (AC12), dated June members. 2009 5.4 In areas where the probability of termite infestation is 6.2.2 Data in accordance with the ICGES Acceptance defined as "very heavy", the foam plastic must be installed in accordance with IBC Section 2603.8 or Criteria for Termite-resistant Foam Plastics,(AC239),IRC—Section R318.4, except as permitted for Foam- dated October 2008. Control Perform Guard EPS in Section 4.5 or for 7.0 IDENTIFICATION Foam-Control Perform Guard EPS2 in Section 4.6. Foam-Control EPS Boards and Foam-Control EPS with 5.5 Walls on which the boards are applied must be Perform Guard boards are marked on each board with the braced in accordance with the applicable code. report holder's name (AFM); the plant ID number, the 5.6 When Foam-Control EPS D2D insulation boards are ASTM type; the name of the inspection agency installed directly to a steel roof deck without a thermal (Underwriters Laboratories Inc.); and the evaluation report barrier for structures regulated under the IBC, the number (ESR-1006). Additionally, an inspection agency following conditions apply: certificate, including the flame-spread index, the smoke- developed index, and the thermal-resistance (R value), is 5.6.1 The insulation boards must be part of a Class provided with each shipment of insulation boards. A,B,or C roof covering system as described in Section 4.4 of this report.The insulation boards Bundles of insulation include instructions regarding may be installed without a thermal barrier as R-value required by ASTM C 578. addressed in IBC Section 2603.4.1.5. In addition to the marking noted above, each Foam- 6.6.2 Reroofing must be in accordance with Section Control EPS D2D insulation board has the following 4.4.4. wording: "When used in reroofing applications, limits exist 6.6.3 Permanent placards bearing the following for cover board and membrane. See [CC-ES evaluation words are attached to roof hatches and where report ESR-1006 before reroofing." other roof access is located: "This roof In addition to the foam plastic EPS board markings noted covering includes foam plastic insulation above, Foam-Control EPS insulation boards for use under' applied directly to a steel deck. The existing Section 4.2.2, in attics and crawl spaces, are labeled with roofing membrane, slip sheets, and cover one of the following: "BASF," "Flint Hills," "Nova," or boards must be removed before reroofing. "Styrochem." Limits also exist for cover boards and membranes. See ICC-ES evaluation report ESR-1006 before reroofing." ESR-1006 Most Widely Accepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE VALUES' ASTM TYPE MINIMUM DENSITY THERMAL RESISTANCE (pcf) (per 1 inch thickness) (°F4t2-htBtu) Type 1 0.90 3.60 Type Vill 1.15 3.80 Type II 1 1.35 1 4.00 Type IX 1 1.80 4.20 For SI:1 pcf=16.018 kg/m3,1°F-f-h/Btu=0.176 m2-1(/W. 'Thermal resistance(R)values are based on tested values between 1 and 4 inches and must be multiplied by the installed thickness for thicknesses greater than 1 inch(25 mm).Maximum foam plastic thickness recognized in this report is 9 inches. TABLE 2--MANUFACTURING LOCATIONS LISTEE LOCATION PLANT ID NO. ACH Foam Technologies,LLC 5250 North Sherman Street U 1 Denver,Colorado 80216 ACH Foam Technologies, 111 West Fireday Avenue LLC Murray,Utah 84107 U-2 ACH Foam Technologies,LLC 2731 White Sulfur Road U-4 Gainesville,Georgia 30503 ACH Foam Technologies,LLC 775 Waltham Way,Suite 105 U-53 McCarran,Nevada 89434 ACH Foam Technologies,LLC 1400 North 3rd St. U-8 Kansas City,Kansas 66101 ACH Foam Technologies, 1418 Cow Palace Road LLC Newton,Kansas 67114 U 41 ACH Foam Technologies,LLC 90 Trowbridge Drive U 37 Fond Du Lac,Wisconsin 54936-0669 ACH Foam Technologies,LLC 809 East 15th Street U-55 Washington,Iowa 52353 CH Foam Technologies,LLC 3751 Sunset Avenue U-57 Waukegan,Illinois 60087 Big Sky Insulations,Inc. 15 Arden Drive U-30 Belgrade,Montana 59714 Branch River Plastics,Inc. 15 Thurber Boulevard U-6 c� Smithfield,Rhode Island 02917 Henry Products,Inc. 302 South 231°Avenue U-62 Phoenix,AZ 85009 Mid Atlantic Foam 326 McGhee Road U-14 Winchester,Virginia 22603 Noark Enterprises,Inc. 10101 Highway 70 East U-24 North Little Rock,Arkansas 72117 Pacific Allied Products,Ltd. 91-110 Kaomi Loop U-17 Kapolei,Hawaii 96707 Maquiladoras#331 Int A y B Poliestireno Alfa-Gamma SA.de C.V. Tijuana,Baja California U-60 Mexico Poly-Foam,Inc. 116 Pine Street South U 22 Lester Prairie,Minnesota 55354 Team Industries,Inc. 4580 Airwest Drive SE U-12 Grand Rapids,Michigan 49512 Therm Foam,LLC 1240 Hwy 77 N U-25 Hillsboro,Texas 76645 Thermal Foams,Inc. 2101 Kenmore Ave. U-26 Buffalo,NY 14207 UBS Foam 2725 Henkle Drive U-58 Lebanon,Ohio 45036 IMES Evaluation Report ESR-2233* Issued October 1, 2007 ` This report is subject to re-examination in two years. www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the Intemational Code Council® DIVISION:06—WOOD AND PLASTICS expanded polystyrene (EPS) foam plastic core material. Section:06120--Structural Panels The panels vary in size from 4 feet by 8 feet to 8 feet by 24 feet(1.2 m by 2.4 m to 2.4 m by 7.2 m). Panel thicknesses REPORT HOLDER: are from 41/2 inches(114 mm)to 121/4 inches(286 mm). AFM CORPORATION 3.2 Materials: 17645 JUNIPER PATH,SUITE 260 3.2.1 Expanded Polystyrene: The' EPS core LAKEVILLE,MINNESOTA 55044 thicknesses are 31/2 inches, 51/2 inches, 71/4 inches, 914 www.r-control.com inches, or 111/4 inches (89 mm, 140 mm, 184 mm, 235 mm,or 286 mm).The EPS core is Foam-Control EPS with EVALUATION SUBJECT: Perform Guard,which is recognized in ICC-ES report ESR- 1006, and complies with the Type I requirements of ASTM R-CONTROL®SIPs(STRUCTURAL INSULATED PANELS) C 578. ADDITIONAL LISTEES: 3.2.2 Facing: The facing material is 7/16-inch-thick(11.1 mm)OSB rated sheathing classified as Exposure I, having ACH FOAM TECHNOLOGIES,LLC a span rating of 24/16, complying with U.S. DOC PS2 and as specified in the approved AFM quality control manual. BIG SKY INSULATIONS,INC. The facing may be coated on one side with a minimum 0.080-inch (2.03 mm) thickness of Pyrotite Coating (ESR- BRANCH RIVER PLASTICS,INC. ,(_� =recognized sive: The facing material is factory-lamina e CHAPMAN BUILDING SYSTEMS �� ore material with adhesives as specified in the l manual.The adhesives are Type 11,Class 2, ENERGY SYSTEMS INC. (� -� ecognized in ICC-ES evaluation reportsdwich panel adhesives. NOARK ENTERPRISES,INC. 3.2.4 Splines: R-Control SIPs are connected with splines TEAM INDUSTRIES,INC. c as required by Tables 4 through 7. The splines consist of OSB, dimensional lumber, 1-beams, or insulated I-beams. THERMAL FOAMS,INC. OSB splines consist of two nominally 4-inch-wide-by-7/16- inch-thick OSB strips of the same material as described in 1.0 EVALUATION SCOPE Section 3.2.2. Dimensional lumber splines consist of two nominally 2-by spruce-pine-fir No. 2 or better wood Compliance with the following codes: members having a depth to match the core thickness of ■ 2006 International Building Code®(IBC) the panels. I-beam splines are single-web l joist ■ 20061ntemational Residential Code (IRC) ® recognized in ESR-1077 and manufactured in depths of i i i Properties evaluated' 7/4 inches, 9/4 inches, and 11 /4 inches (184, 235 and 286 mm). Insulated I-beam splines are double-web wood I- ■ Structural joists manufactured in depths of 51/2 inches, 71/4 inches, ■ Thermal barrier 9i4 inches,and 11 i/4 inches(133, 184,235 and 286 mm). ■ Fire resistance 3.2.6 Thermal Barrier: The thermal barrier must be 2.0 USES gypsum board with a minimum 1/2-inch (12.5 mm) R-Control SIPs are used as structural insulated load- thickness and must comply with ASTM C 36 or ASTM C 1396, or the facing must be coated with Pyrotite as bearing wall,floor and roof panels. described in ESR-1365. 3.0 DESCRIPTION 3.3 Panels: 3.1 General: 3.3.1 Wall Panels: R-Control SIP wall panels consist of R-Control SIPs are factory-laminated sandwich panels the OSB facings bonded to 31/2-inch or 51/2-inch (88.9 or 'consisting of oriented strand board (OSB) facings with 139.7 mm)EPS cores.The panels are fabricated in widths *Revised June 2009,Corrected July 2009 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed MR as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by,[CC Evaluation Service,Inc.,express or implie4 as to arty finding or other matter in this report,or as to airy product covered by the report E Copyright 0 2009 Page 1 of 12 Load Design Charts SIPS Roof/Floor - Transverse Loading ' LOAD DESIGN CHART #1 (SEE SPLINE DETAILS SIP-102 or SIP-102g) R-CONTROL®SIPS SIP THICKNESS PANEL SPAN 41/2" 61/2" 81/4n 101/4" 121/4" DEFLECTION L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 T R 4'-0" 65 80' 80' 89 122' 122' 92 136' 136' 107 136' 136' 104 136' 136' N S v 6'-0" 40 53' 53' 58 81' 81' 64 96' 96' 75 96' 96' 73 96' 96' E R S E 8'-0" 28 40' 40' 42 61' 61' 51 76' 76' 61 1 76' 76' 60 76' 76' L O A 10'-0" 20 30 32' 32 48 49' 44 64' 64' 54 64' 64' 55 64' 64' D P S 12'-0" 40 56' 56' 51 56' 56' SF F [11 LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE. [21 PLEASE REVIEW NOTES ON PAGE 3. Note: Spline to be of 3• material conforming to DOC PS2, min thickness rF 7/161 2• •��Y i 1 7/16• 1 7/16- 4 R-Control R-Control Do-All-Py Spline Do-All-Ply c tinuous. continuous. R-Control Do-All-P Spline Beam. each side both splines. continuous. Facto electrical chase. R-Control SIP. ry Factory electrical chase R-Control Do-All-Py R-Control SIP. each side, top&bottom, continuous. Fasten rith Dd nails or 1 - Fasten with 8d noils or 14%a. 1 1/2•staples fa qo. 1 1/2"staples ®6 o.c. both sides of SIP Tape or equivalent 06 o.c. both sides of SIP Tape or equivalent panel Ljoint or equivalent vapor retarder on interior panel joint or equivalent vapor retarder on interior Typical each side of panel.. of panel, required for roofs Typical each side of panel. of panel, required for roofs - SECTION/PLAN (optiolrol for walls). (optional for rolls). SECTION/PLAN' Scale: NTS upmlas 11-1-07 - Scale: NTS UPOW 11-1-D7 . R—Control® SIP R—Control® Panel TITLE Spline Connection N0. TITLE: Block Spline N0. Surface Spline SIP-102 Connection SIP-102q 7 f Load Design Charts SIPS Table of Contents: Pages 4-5...........Wall Design -�-4�:► mil. 6...............Header Design 7-10.........Roof/Floor/Cei ling Design 11...............Diaphragm Design Notes: R-Control SIPS for Walls • 2X top plate joints must be staggered a minimum of 1'from panel joints. • For non-loadbearing walls,refer to Load Design Charts#4,#3,#3a,and#3b for transverse capacity. • Double vertical boundary lumber of#2 Douglass Fir or better is required to achieve shear capacity. R-Control SIPS for Roofs, Floors, or Ceilings • Load Design Chart#1 provides transverse capacity using a surface or block spline detail for spans from 4'to 12'. • Refer to Load Design Charts#3,#3a,and#3b for higher loads and/or longer spans than provided for in Load Design Chart#1. • Minimum edge bearing for roof,floor,or ceiling panels is 11/2". • For application of R-Control SIPs as flooring,a minimum 7/16"OSB or equivalent overlay is recommended to provide additional impact and point loading resistance. • For sloped SIPS,the loading conditions and SIP capacities should be reviewed based upon the inclined panel length. Refer to R-Control SIP Technical Bulletin sip no,2042. • Load Design Chart#3,for spans greater than 22'and for all 11'/,"core panels,the dimensional lumber is required to be #2 Douglas Fir or better. R-Control SIPS used as Headers - Load Design Chart #5 provides header capacity for R-Control SIPs. For higher capacties, code accepted framing is recommended. R-Control SIPS used as a Diaphragm • Diaphragms can be design with R-Control SIPS with capacities up to 850 pif. Refer to Load Design Chart#7. R-Control SIP Deflections - R-Control SIPS should be designed to comply with the deflection limits of the applicable building code.R-Control SIP Load Design Charts are for total load(dead load+live load).For long term deflection under sustained load(creep), additional deflection must be evaluated. R-Control SIP 2X Lumber • All R-Control SIP 2X Lumber shall be SPF#2,engineered equivalent,or greater;unless otherwise specified. PANEL WEIGHT R-CONTROL®SIPs SIP THICKNESS 41/2" 61/2" 81/4" 101/4r 121/4" WEIGHT 3.3 3.5' 3.6 3.8 4.0 (Ps-f-) 3 iU U Sips SIP No. 2021 Subject: SIP Fasteners Date: November 2007 R-Control Wood Screws and R-Control Metal Fasteners are available from your R-Control SIP supplier for attachment of R-Control SIPS to wood or metal substrates. These screws were developed to provide an engineered fastener to meet the needs of R-Control SIP installation. Please find attached engineering properties for the R-Control Wood Screw,Metal Fastener,and Light Duty Met- al Fastener. The properties include withdrawal, shear, pull through,and tensile strength. The values provided for the R-Control Screws and Fasteners are maximum values. As determined by the project archi- tect/engineer,appropriate safety factors should be used in design. Wood Screw R-Control Wood Screws are used to attach R-Control Sips to wood structural members and substrates. Metal Fastener R-Control Metal Fasteners are used to attach R-Control Sips to metal structural members and substrates. R-Control Heavy Duty Metal Fasteners can self drill into 3/16" steel without pilot hole predrilling. Installation is direct and fast- no wood nailers needed. This eliminates the need for wood nailers that would otherwise be required for the wood screw in metal building components.This results in time savings for the contractor and material savings for the building owner. The metal fastener should be driven with a low rpm(<1500 rpm) high torque drill. Firm but not excessive pressure should be applied. This allows the drill point to engage the surface of the metal and drill through. Excessive pressure and/or rpm will dull the drill point and render the fastener_ ineffective. Metal Fastener-Light Duty R-Control also supplies a Light Duty Metal Fastener. R-Control Light Duty Metal Fasteners are used to attach R-Control SIPS to light duty (up to 18 gauge) metal sub- strates. ®SIPs SIP no. 2021 Page 1 of 4 sips SIP no. 2021 Page 2 of 4 R-Control Wood Screws A.190 Nominal Shank Ma. 0.256 Thread O.D. T30 Star 2.750°Thread Length --� 0.635 Head ft Withdrawal lbs./in. penetration wood specific gravity 1429 0.67 1173 0.55 1067 0.50 R-Control Wood Screw 981 0.46 917 0.43 768 0.36 661 0.31 Shear lbs. wood specific gravity R-Control Wood Screw/ 790 0.64 R-Control SIP assembly 780 0.45 720 0.38 R-Control Wood Screw 2900 Pull Through lbs. R-Control Wood Screw/ R-Control SIP assembly 630 R-Control Wood Screw/ 545 7/16" OSB Tensile Strength lbs. R-Control Wood Screw 3380 The values provided for the R-Control Screw Fastener are maximum values. As determined by the project architect/engineer,appropriate safety factors should be used in design. IMI11•1w1ikM\1�}�4y1 �� M'rY�Wri'r� _ �•.rrr•w�_ a ���•Yr rril �� � � •r`��MI ! \ www��p 'fie. � M�lA a� Sic ��r�1YirYli � �1�+ +,tllK't 1'6� ♦. '1ih` :� nRr M � w �rY ►r 1'L t � r a ` .v.•p��r,•yrry,t L`„\►rZr�\�wr v°4 w � +5vww a:. 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V Q N m 7 Deep Energy Retrofit Section B - 'BHA 16 Clipper Lane, Centerville MA - Page 5 Te!508 M 7M4 cc 14"Srews @ 12"OC IP 12• �o 2/2x12 Ridge 1t Sealant 20 Sleepers Sike Samafll CIO Screen White Rubber® 202 a 2' Z" 1z, V" 1#^ 2x6@2'Oc u2x10 6#•F_ 51/8 Plywood 212x8 Asphalt Shingles Seelent Gutter Oak Flooring T ... •.:•. r..%'• BUlkling Wrep Iminsto • 12'SIP `'�-Gree uard Access Panel Storage 12' Snows®12'OC Dense Pack Rain DropsPavers Cellulose Brick 2x4 Sleepers TH 2x6 @ 16"OC 4"Rkdd 1-1. 2x6 Q 16"OC 4"SIP NaRbase e^ j v, 4'4 1" Bedroom IMF EPS,348 OW to" ''�•;"' f" Dense Peck �I-2'—( L• Drawers Cellulose 8 hill Poly Under S"Slab - k • IKI � 1 Section A 5I8 Plywood Denase Pack Scale:Y4"=1' Cellulose - U cQC Existing Fiberglass Rigl - . �...� •i> Unl reed Opening Uncalled Opening yam, Living Room ++ C 0 O 4"SIP Naebaso ` 10tchen Dining Room C (3-h� EPS,tie OSB) �+ 6"Screws @ 12"OC Dense Pack �..�. J Cellulose Cedar ClapboaM I' Greenguard Rein Drop® tJ I C w 0. Building Wrap a 2' 2x8 Box N U 2x8 S81 @86'OC Access Lally Column Crawl Space 4'Rigid Insulation 10'concretes_'' e a 4"Rigid 4"Rigid •: ra i Section C Scale:Y2"=1' 12"SIP 2/2x12 Ridge 14"Screws 12"OC - Sealant 2x4 Sleepers • � Sika Semafll � White Rubbers 2x12 12" 12�1 " 2xS@2-OC Q. 8/8 Plywood. Asphalt Shingles. Gutter 12°SIP ��•— 14°Screws @12"OC � 2x8-(g?-18I OC Dense PackCellulose ' - 2x4 Sleepers ( - Ix8 @ 18"OC , • 66 Bedroom Dense Pack .::• Cellulose - O Drawers Dense Pack Cellulose 6l9ood Sealant r Building Wrap S Dense Pack C Greenguard Cellulose !d I I Rein Drops 4"SIP Nallbass 2x8 Rigid Foam (M"EPS.%s OSS) _ Existing Flberglasa �@ 18"OC S"Screws(off tY OC � Q 2x4 @ 18°OCot O O C Dense Peck Cellulose V Dense Pack White Cedar Shingles Cellulose _�Greenguerd Cedar Clapboards i� 4"SIP NaBbase Rain Dro® C 6reenguard Building W. � Reln Drops (3.32°EPS,%e OSB) Building Wrap LJ �j I _ 4"SIP NaBbase J 2x8 Box - _ _ 2x8 Box DX ( "EPS,�/e OSB) C Cement Coat Uj 0. 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'v n r !! ■y _•L-:.:...:... ...:...............................:..S_::..aa:_:_�_ __ _ _ _ _ _ _ _ - _ .! 1 n; I■n la l InII ��" or. •N 1 -- - I - I Ix N '�wn:•Yi'� n■xu'I�a1 ■1 r - __ -- - -- -- ---- - -- - - _ - - mn: :b faU:�In:w LNI'M: wlr nIN11.'YN ''�SNi�II/'1 R _ _ I Y:i M IaYYII ■ u. 1. 1 IIIIIIIP _ _ n■x,t 11: n Ygl� i _ _- - - - - - - - - _ - -- -- _ _ .f�1 1r 1N1'. Wa: x�U' tRHR'..R _ _ In �11 RI I 1U ■ L 1 Ilttll __ t - neu' ® - - - _ - - - - - __ - : ■.■. _ III ■■�1 on LT `, ••^Y txi n 1 / /iii`u — ==_'=� �IIO/11'�'' `R ===3� �r. •�, 1= %lliluil -_--_ -—l__ -- -_ oul __ ------ ---- t 1 1�•i;1,', III 1 AI =-=-= ---- - - - - _ _ _ - - - - ---_--_ ---_ __-----_--_ ----------------------------------- ---- --- '�ryI,R. 111 _ II r=-- - n _ II _�- C .::• II IIa ILL 11 MIIn. ����=�5 ,1//u►It �...��� ,. . 1 I ,, IN 11 ===-===-__ I �I�111►1, �' niunir -�� PROJECT NAME: / ,, ` Z AV5 'J ' /�-CJm �'1 S � Y d�" �• lit//lI (! , ADDRESS: & H�/ . PERMIT# �DIO ��J" Z 2-3 PERMIT DATE: a-1 M/P: y LARGE ROLLED PLANS ARE IN. BOA SLOT � � I Data entered in MAPS program on: BY: i a/wnfi les/archive m TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION,_.. Map Parcel 1 Z2 Application #e e . Health Division Date Issued Conservation Division a ',.Application Fee 1`"la 157 Planning.Dept. Permit Feb: '760;-`: Date Definitive'Plan Approved by Planning Board q/Lsh-5 ' 5 V Historic - OKH Preservation/ Hyannis Project Street Address 0(ff 0 i r210el- Village (,- +e r6 t U I o Owner L��t�oIlil Sj,��'r I►.9 n-Fej N3 Address ! G I 11�Jip�6' 14 LOci Telephone 150 46 7,90 Ts of � Permit Request + �' p c46 o A Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District- faC. Flood Plain Groundwater,Overlay Project Valuation I Construction Type Zook 'Fr : Lot Size �5 Acre--r= 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 RoomCount Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other }` Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ooal stover❑Yes ❑ No Detached garage: ❑ existing Vnew size Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 new size_ c.a Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address i�2 ( License # CS .ZD GP'" Home Improvement Contractor# I(, q 7. Mk Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER *1 DATE OF INSPECTION: FOUNDATION 'W 65 FRAME S 714109 pe INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL :x PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING dk 414/11 Aiie DATE CLOSED OUT, ASSOCIATION PLAN NO. r 1 r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Irk l Address: C oe:T b--�`� ? City/State/Zip: ( rp .oj(e VV�q 6202- Phone.#: 7TO Are you an employer?Check the appropriate box: Type of roject(required): 1.❑ I am a employer with 4. I am a general contractor and I * have hired the sub-contractors 6. New construction employees(full and/or part-.time).* . 2.0 I am a sole proprietor orpartner-- listed on the attached sheet. T. 0 Remodeling ship and have no employees These sub-contractors.have 8. Q Demolition working forme in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance comp.insurance.t ❑ required.] 5. We are a corporation and its -10.❑Electrical repairs or additions 3.15�I am a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additions myself. [No workers' comp. right 6f exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other Comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the'imposition of criminal penalties of a fine.up,to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violator. Be advised that a copy of this statement maybe forwarded to the Office of _Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of erjury that the information provided above is true and correct Signature: Date: . Phone#: Official use only. Do not write in this area,to be completed by city or town offcciaL 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#: s Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute, employee is defined as"...every person in the service of another under any contract of hire, an or express implied,oral or written. P An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more legal re resentatives of a deceased employer,or the engaged in a joint enterprise, and including theg p of the foregoing ) uP receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the ersons to do maintenance construction or repair work on such dwelling house dwelling house of another who employs p , or on the grounds or building appurtenant not because of such employment be deemed to be an employer." . .rtenant thereto s - MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),-address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is.being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete"and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in__(city or — town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file.for.future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Offtee of Iavestigatldns, 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617=727=7749 Revised 11-22-06 www.mass-gav/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DE CHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: 11A r Site Address: print Town: 1 Applicant Phone: g� [ Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the following two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy .35 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or _greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. [Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ ADDITIONS OR ALTERATIONS:TO EXISTING BTJILDIIVGS 0 VER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is<,40%.use the chart below. If glazing is> 40 % roceed to"SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Fenestration .Ceiling and Slab Perimeter Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39. R-3 7 a R-13 R-19 R-10 R-10,4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) Town of Barnstable Regulatory Services •� o: Thoma BA STAB s F. Geller,Director MAss 059 .��� Building Division prFDy Ott Tom Perry, g Buildin Commissioner. 200 Main Street, Hyannis,MA:026.01 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOT7EOWNER LICENSE EXEMPTION Please Print DATE: . /I a Ifvf JOB LOCATION: nuQm cr ' [�strreeeet T village 9 ^-7 -/7 HOMEOWNER": I 1 l�iQ� `"�, 7G 6VE �( q L5� : ` J 76 I name home phone# work.phone# CURRENT MAILING ADDRESS: Cp r L,p p e city/town state zip code The current exemption for-"homeowners"was extended to include owner-occupied dwellings of six.units or less and to engage an individual o to allow homeowners f r hire who d woes not ossess a license Provided that the owner acts as P , supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there'is, or is intended to be; a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that.he./she understands the Town of Barnstable Building Department: minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements Signati mof Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMrnON " 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 persons)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 hirrs unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The hpmeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her rpspormbilities,many communities require,as part of the permit application, that the homeowner certify_that hdshe understands themsponsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a.form/certification for use in your community. Q:forrns:homcexempt � r Town of Barn-stable Regulatory Services MAE& E$; Thomas F_Geiler,Director 1639 Fn, 16 Building:Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862--4038 - Fax: 508-790-6230"'— - Property Owner Must Complete and Sign This Section If UsinLY A Builder as Owner of the subject.property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of rob) Signature of Owner Date Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION S 29'02'05" E 27.00' , ■ 4� 5O' 16 Clipper Lane 14 Centerville 508 e4• 737 7014 O 20'x 24' Now garage 'D-'j" 16 Clipper Lane l� Centerville MA SHED o��,� AG POOL Pagel u• � Qi3 -4• 0 0 0 s0 N r. No. 16 Clipper Lane Z Centerville MA 0 0 0 o � o 0 4Y-10k G V A 7 So� O east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans, MA 02653 LAND SURVEYINGI, WATER RESOURCES - - LAND COURT ENVIRONMENTAL - 508-255-7120 PHONE SITE PLANNING SANITARY ' CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX WATERFRONT - 7`h Edition Massachusetts Building Code Mass. Version of the WFCM 110 MPH Exposure B Checklist Summary of Construction Requirements Project: Tim Tudor Garage_Structure, 16 Clipper Lane, Centerville Per review of site location, site is Exposure B . 1) Check list has been satisfied except that the roof system is not standard construction and will be constructed using trusses with Structural Insulated Panels (SIP). The attachment of the panels to the trusses is per the manufacturer and we have provided the required attachment of the trusses to the walls. See attached truss plans and SIP data as reference. Anchor Bolt Requirements: 5/8"bolts spaced 48"o/c with minimum embedment of 15"into concrete (using requirements for concrete block since using concrete filled foam forms). Additionally,'a bolt must be placed between 6"and 12" of each corner. All plates to be connected using 3"x3"xl/4" square plate washers Exterior Wall Requirements: All exterior wall studs to be 2x6, 24" on center. The double top plates on the exterior f walls to have a minimum splice length of 2 feet and splices to be nailed with 4— 16d nails in accordance with Table 6 in the WFCM 11 OB booklet. Nailing of plates to studs ! I to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot on i all elevations. For all door and window openings, multiple king studs are required. For openings up to 4 feet wide,:2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required. I. For shear and uplift connection of the sheathing,the sheathing is to be nailed 6" on center at the edges and 12"on center in the field for all sheathing on all elevations. All nails I. are to be 8d or equivalent gun nails. In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed in accordance with Note a 4 on the Mass Checklist. This includes using full sheets of sheathing running from the I PT plate at the foundation up to the double top plate of the walls(Note 4 Sheet attached). 4 I Roof Framing Requirements- Truss connection to the top plate requires Simpson H10-2 hurricane clips on each double truss. All clips to be install in accordance with Simpson requirements. The truss design plan is attached to this letter. Stamped copies from the lumber yard will need to be submitted. The proposed roof system is structural insulated panels (SIP) (manufactured by Branch River Plastics) attached to the trusses with OSB sheathing glued to the SIP. The manufacturer is responsible for the required connections for the SIP to the trusses and the roof shingles to the SIP/sheathing. The manufacturer's technical information is attached to this letter for reference. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. 1 All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections,nailing,and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2009 catalogue for all strap,hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Tim Tudor dated 4/1/09 and was based on the floor plans, elevations, and sections provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the wind design` S AR 1 Mark A. McKenzie; r,- Treasurer,East Cape Eng neeg, Inc `e Attachments: Mass Checklist with Note 4—Sheathing Nailing Requirements ` Manufacturers Tech Info for SIP 1 i a j f A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 to (.L 1 P►"ew. L-N Check 1.1 SCOPE cep ilc vI"e- Compliance Wind Speed(3-sec.gust)....................:...........................................:..:...............................................110 mph ✓� WindExposure Category.................................................................................................................................B 1.2 APPLICABILITY {' Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2- stories 5 2 stories ✓ Roof Pitch ..............(Fig 2) ... .....IO.IZ s 12:12 ............................................................ ..............:.... ................ MeanRoof Height ..............................................................(Fig 2)....................................\.......... ft s 33' BuildingWidth,W ..........................................:...................(Fig 3)............................................... zo ft 5 80' Building Length, L ..............................................................(Fig 3)......... ............................:..........�ft s 80' / Building Aspect Ratio(L/W) ...............................................(Fig4 Nominal Height of Tallest Opening2 ...................................(Fig 4).........!`?P.Tg. ....................... g=0„5 6.8' 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)...................................... ........... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................... Concrete Masonry.......................................................................... ........................................................... Rr 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)....................................... :...... _ * in. ✓ Bolt Spacing from endfJoint of plate ............................(Fig 5).................................... in.s 6"-12" ✓� Bolt Embedment-concrete........................................(Fig 5).................................................--in.a:7" OVA Bolt Embedment-masonry........................................(Fig 5)..............:............................ i in.a 15" r9l!1,11� PlateWasher............................................:..................(Fig 5).............................................;.Z 3"x 3"x% 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter 55).............. ..................... NA Maximum Floor Opening Dimension....................:.............(Fig 6)............................................. ...—ft:s 12' N1� Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................... ::............. ,r Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)............................................... ... ft s d Maximum Cantilevered Floor Joists i Supporting Loadbearing Walls or Shearwall rv,4.(Fig 8)................ ................:..............�... ft 5 d Floor Bracing at Endwalls...................................................(Fig 9)............................................._................... . NA- Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................. .................. Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)................. ..... in.. NA Floor Sheathing Fastening.................................................(Table 2)..._d nails at in edge/_in field 101Ar 4.1 WALLS Wall Height t Loadbearing walls..........:...........:.................................(Fig 10 and Table 5)...........................; 'eft 5 10' ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................;�ft 5.20' Wall Stud Spacing ........................................................(Fig 10 and Table 5).................. in.5 24"o.c. 1 �' Wall Story Offsets ......(Figs 7&8) ft 5 d r ✓ 4.2 EXTERIOR WALLS' Wood Studs `. Loadbearing walls................. ............:..................... .(Table 5).................... .........2x - ft 0 in.- Non-Loadbearing walls................................................(Table 5)....BrR c?!d .. .. .....2x& - ft in. ;✓' Gable End Wall Bracing' � Mtiyc Full Height Endwall Studs............................................(Fig 10): ....:.............:............................................. ;�iA WSP Attic Floor Length...............................................(Fig 11).............................................. ft 2tW/3 ' NA Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................. ft a 0.9W NA and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............ ............... 1:;;".v 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)..................................... 2 ft ✓� Splice Connection(no. of 16d common nails).............(Table 6)......................................................4ET&D � AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)'...................:...... (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 compliance to Table 9) Header Spans ....................................................... (Table 9)................ ft in.511' SillPlate Spans ........................................................(Table 9)....................:..............,M ft 9 in. :s 11' v Full Height Studs (no.of studs)........................ . . .... .(Table 9).........................................................� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance .Table 9) Header Spans...... ......................................................(Table 9).................... ......... ft in. l 1 ) SillPlate Spans...........................................................(fable 9)................ .........eft Tin.s 12" ull Height Studs(no. of studs)........................... .......(Table 9).......... .... .. . ............... 3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 ...... Minimum Building Dimension,W Nominal Height of Tallest Opening2 / .......................................................................Boss'$" ✓ Sheathing Type.............................................(note 4).............. .......... cox ✓ ............................... Edge Nail Spacing.........................................(Table 10 or note 4 if less) S�in. Field Nail Spacing """"""""""' .........................................(Table 10)..................:........:.. .. Shear Connection(no.of 16d common nails .............................. IZin. -� )(Table 10)........................................................ 3 �1' ✓ Percent Full-Height Sheathing......................(fable 10)............................:........................ YC 5%Additional Sheathing for Wall with Opening>6'8 (Design Concepts)......***'*' jo Maximum Building Dimension, L r`d Nominal Height of Tallest O nin 2 9 pe g ....................................... .............................fi 85 6'8" Sheathing Type......................:.....................:(note 4)..................... . . . Edge Nail Spacing...........................:.............(Table 11 or note 4 if less)........................ in. Field Nail Spacing............................ ...... . ...(Table 11):.......:......................::............:..:-t- n _�Shear Connection(no.of 16d common nails)(Table 11).........................:. Percent Full-Height Sheathing../o 9.................(Table 119....:...... ....... .........:.....................l�% A Wall Cladding 5 Additional Sheathing.for Wall with Opening>6'8"((Design n Concepts)................ Rated for Wind Speed?............:....................... 5.1 ROOFS — N ON .5TAt1Vft-o . / 5W ATTWcd6;p a po 1` Z-rwos � 5 i P 5 REcS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) AYI` Roof Overhang ....................................... .... ..:...(Figure 19)............._ft s smaller of 2'or L/3 oft Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....................................:...........(Table 12).......................... ....ULateral.................................... ...... (fable 12)............................ plf ............. L= plf Shear'..:...............................:...:.:.....(Table 12)....................:.......:................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............:. ..,..T= plf Gable Rake Outlooker..................................:.......(Figure 20)............. ft s smaller of 2'or L/2 A- Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)...........:....... U= lb. N h ..................... Lateral(no.of 16d common nails)..(Table 14)..............:. .. ..................:..L= lb. id r Roof Sheathing Type.........:.........................................(per 780 CMR Chapters 58 and 59) ............ N� Roof Sheathing Thickness...................................: I. ..............._in.z 7/16"WSP _ . . .... ....... ....................:.. Roof Sheathing Fastening...........................................(Table 2).......................... —W Notes: 1. This checklist shall be met in its entirety,excluding the Ispecific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cMR 5301.2.1.1)1 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 axis 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 Horizontal Nailing for Panel Attachment '- IM EDGE F&MON FFAAsw vwad M0&S ATSbr- 11 11 1i 11 11 i Y 41 it It N H " 11 It 11 I1 11 11 r, 0 M Ii.� Q f' OOV Qpo pa - u - 1 IL Au /1 it It 11 'Ti 11 11 fl 11 -� tikLSPACW2 A 15 r See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 90391-/TUDOR 16 CLIPPER LANE CENTERVILLE, MA - A-1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( -- Top chord 2x8 SPF 1950f-1.7E 2 COMPLETE TRUSSES REQUIRED � Bot chord 2x8 SPF #1/#2 :BC2 2x4 SPF #1/#2: Webs 2x4 SPF #1/#2 Nailing Schedule: (10d_Box_or_Gun_(0.128"x3",_min.)_nails) Top Chord: 1 Row @ 7.00" o.c. 110 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot Chord: 1 Row @10.75" o.c. anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 Webs : 1 Row w 4" o.c, psf. Use equal spacing between rows and stagger nails Wind reactions based on MWFRS pressures, in each row to avoid splitting. In lieu of structural panels use purlins to brace TC ® 24" OC. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Trusses to be spaced at 48.0" OC maximum. Collar-tie braced with continuous lateral bracing at 24" OC. BC attic loading: LL = 25.00 psf;. DL = 5.00 psf; from 5-0-0 to 15-0-0. Deflection meets L/240 live and L/180 total load. 5X50 4X4= 10 F 4X4= 7X841 o BC2 H0310111 10 H0310 III ' 11 3 cos m 2X3o 7, 0„ 2X3�i , N O 10, 0„ w W 9-13/16" 9-13/16" � � 9 4X8(Al)= 5X5= 7X8= 5X5= 4X8(Al)= L C 12' 6-1/4" 10-15/16" 7 5-3/4" N 9' 1-1/16" 10-15/ 6-'-' 1 9', 1-1/16" L 20' 0" Over 2 Supports— R=3733 U=24 W=5.5" R=33 9 U= 7 W=5.5" RL=429/-376 L Design Crit: IRC2003/TPI-2002(STD) PLT TYP. 20 Gauge HS,WAVE FT/RT=20%(0%)/5 0 8.05 Ass :5 MA/-/1/-/-/R/- Scale. =.25"/Ft. •'fARN1N0" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. G TC LL 35.0 PSF REF R8042- 1106 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 63M ENTERPRISE LANE, MADISON. It 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS WAN `<', TC DL 1 4.0. PSF DATE 04/1 7/09 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. R CTURAL �'IlPORTAMT"FURNISH A COPY OF.THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITII BUILDING COMPONENTS No. 32020 BC DL 10.0 PSF DRW aausRsoaz oslo�oll �W GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS $C LL O.O PSF MO-ENG S LS/SLS j. ALPINE I IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING,.INSTALLING B BRACING OF TRUSSES. ( ( DESIGN CONFLATE WITH WAGEAPPLICABLE20 PROVISIONS OF NOS (NATIONALA66 DESIGN SPEC, BY AFWPA) AND TPI. ALPINE TOT.LID. 59.0 PSF SEQN- 192366 CONNECTOR PLATES ARE WOE OF 20/1R/VISA (W,H/SS/N) TM ALJ GRADE 40/60(/, X/PASS) GALV. STEEL. APPLY V �V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160". W ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS FSS1pNA1.�N6 DU R.FAC, 1 .15 n Building Componente Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Earth CIh� MO 63045 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE `J+ BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. _ SPAC I NG 48.0" J REF- 1 TQW804 2ZO1 f ITW Building Components Group, Inc. 13389 Lakefront Drive Earth City,MO 63045 (314)344-9121 Page 1 of I Document ID:ITQW8042ZO117091028 URL:http://cedrawings.alpeng.convThird/BCONE.nsf/USA/OBA2543A3299B7C68625759BOO4DAB97 Truss Fabricator: Building Conponents of New England Transmitted From; abIanchard@benetruss.eoM Job Identification: 90391-/TUDOR -- 16 CLIPPER LANE CENTERVILLE, NA Model Code: IRC Truss Criteria: IRC2003/TPI-2002(STD) Engineering software; Alpine proprietary truss analysis software. Version 8.05. Truss Design Loads: Roof - 59 PSF @ 1.15 Duration Floor - N/A Wind - 110 NPH (ASCE 7-02-Closed) Notes: 1. Determination as to the suitability of these truss conponents for the Seal Date:04/17/2009 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 0 F 2. As shown on attached drawings; the drawing nunber is preceded by: BOUSRS042 �s`�qC' SCOTT L. dG Details: - SCHURWAN ?-114 Subnitted by SLS 08:10:25 04-17-2009 Reviewer: SLS -+ $S c H s STRUCTURAL �# _ Ref Descr i -t i on— Drawi n #_ Date N0.32020 1 01106--A-- 1 _ 09107011 04/17/09 - — ---------- G/STER FSS/ONAL�� hold down Page 1 of 1 From: "kevin" <kevinarcand@cox.net> Subject: hold down Date: Tue, April 14, 2009 11:54 pm To: timtudor@cape.com Hi Tim, I could'nt foward to you the tech bullitin for some reason. If you go to the R-Control web site you will be able to down load. Go to www.r-control.com and type branch river in the log in box. It will bring you to a menu. click on library and go to the technical section.This has all of the tech_bu.11itins.The-one-that you-need_is-2021..fYou will have- ample hold down strenght with screws placed at 6" on center. wIf you have a problem-or-any q tiseu ons, please call me on my cell-401T439=5517 Kevin Arcand Branch River http://webmail.cape.com/index.html/src/printer_friendly_bottom.php?passed_ent_id=0&m... 4/17/2009 3 y \ ft Psi � A } STRUCTURAL INSULATED RANELS QS V9100 . to �x Note: Information deemed reliable at time of printing. Please visit www.r-control.com for latest information. February 2008 CONTROL NOT COMPROMISE. www.r-control.com A WC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' v 1 QL / O 1 1 � , 1 1 t: 1 1 � 1 1 II 1{ 1 1 b119VAEMW1 1 !I 1 t IX STAGGED NW PATTE M P Jim PAW—EDGE +�� DOUSE MW®GE b VZM DETAL Detail Vertical and Horizontal Nailing for Panel Attachment SIPS Load Design Charts Architect/Engineering Review The Load Design Charts for R-Control SIPS have beendeveloped from national testing standards, testing at indepen- dent laboratories, and qualified structural engineers. They have beer)determined to be consistent with sound building practice. These charts cover most common construction requirements. Each building project should be reviewed by an architect/engineer to determine the suitability of R-Control SIPs. The International Code Council Evaluation Service(ICC-ES)has reviewed the independent testing, structural engineer- ing,and third party CSC program conducted by PFS Corp. ICC-ES has issued evaluation report(code report)ESR-2233 covering R-Control SIPS. R-Control SIPS are recognized as being in compliance with the 2006 International Building Code and 2006 International Residential Code. �.9 Construction Manual and Video Available R-Control SIPS are structural components for use in load bearing wall, roof, ceiling, or floor assemblies. Contact us for a Construction Manual,technical specifications and a building techniques video. You can also download many of these documents from our website at www.r-control.c&n. Example. \\ Ai 1-1 Ir n- I� � � , �S,11­1-1 PW SECTION .. R-Conl,01°1 sill R-Cl,nlr l' SIP ,m,c - o. a.. f u IN-V _ a 1, a CFc S�CTIONy ri Load Design Charts sips Table of Contents: Pages 4-5...........Wall Design 6...............Header Design 7-10.........Roof/Floor/Ceiling Design 11...............Diaphragm Design (Votes: R-Control SIPS for Walls • 2X top plate joints must be staggered a minimum of V from panel joints. • For non-loadbearing walls, refer to Load.Design Charts#4,#3, #3a,and #3b for transverse capacity._ • Double vertical boundary lumber of#2 Douglass Fir or better.is required to achieve shear capacity, R-Control SIPS for Roofs, Floors, or Ceilings • Load Design Chart#1 provides transverse capacity using a surface or block spline detail for spans from 4'to 12'. • Refer to Load Design Charts#3,#3a,and#3b for higher loads and/or longer spans than provided for in Load Design Chart#1. • Minimum edge bearing for roof, floor, or ceiling panels is 1 '/2". • For application of R-Control SIPs as flooring,a minimum 7/16"OSB or equivalent overlay is recommended to provide additional impact and point loading resistance. • For sloped SIPs,the loading conditions and SIP capacities should be reviewed based upon the inclined panel length. Refer to R-Control SIP Technical Bulletin sip no.2042. • Load Design Chart#3,for spans greater than 22'and for all 11'/4"core panels,the dimensional lumber is required to be #2 Douglas Fir or better. R-Control SIPS used as Headers • Load Design Chart #5 provides header capacity for R-Control SIPS. For higher capacties, code accepted framing is recommended. R-Control SIPS used as a Diaphragm • Diaphragms can be design with R-Control SIPs with capacities up to 850 plf. Refer to Load Design Chart#7. R-Control SIP Deflections • R-Control SIPs should be designed to comply with the deflection limits of the applicable building code.R-Control SIP Load Design Charts are for total load(dead load+live load).For long term deflection under sustained load(creep), additional deflection must be evaluated. R-Control SIP 2X Lumber • All R-Control SIP 2X Lumber shall be SPF#2, engineered equivalent, or greater; unless otherwise specified. PANEL WEIGHT R-CONTROL(SIPS SIP THICKNESS 4 1/2;, 6 1/2" 8 1/4" 10 1/4" 12 1/4„ WEIGHT 3.3 3,5 3.6 3.8 4.0 (P-S-0 3 SIPS Load Design Charts Wall - Unity Equation This equation is used to determine design suitablilty. The equation takes into account the ultimate load for a panel subjected to both axial and transverse (bending)conditions: design axial load design transverse load .� allowable axial load + allowable transverse load (SEE LOAD DESIGN CHART 2B) (SEE LOAD DESIGN CHART 4) Wall - Axial Loading LOAD DESIGN CHART #213 Cap plate (optional) to increase point load (SEEc�+ q� co Racily, Design as DETAIL SIP t 1/2'. reqd for specific case. �� —Spacer board (optional) ' R—CONTROLS SIPS — where required for standard 8' drywall application. SIP THICKNESS I Bd nails or 14 ga. PANEL 1 t/2" staples ® a" HEIGHT o.c. each side, or equivalent. Typical 4 t/2u 6 t/Zu tap & bottom. 8' - 0" 2750 4000 varies Factory electrical chose. R-Control Do-All-Ply 10' - 0" 2500 3500 top & bottom plate. see SIP-101o. AXIAL LOAD 12' - 0" 2000 3000 [PLF1 + 1 1/2„ 14' - 0" 2750 f NOTE: OSB Facings must be fully supported by foundot ion system. NOTE: Use minimum grade SPF }(2 or 16' - 0" 2500 SECTION engineered equivalent for 2X plating. Scale: NTS upaorea n-�-o� [7] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF R—Control® SIP : ND. SAFETY OF THREE. TITLEPlate Connections SIP-101 [2] PLEASE REVIEW NOTES ON PAGE 3. Wall - Shear Loading LOAD SI CHART (SEE DETAIL SIP-101) R—CONTROLS'SIPS I PANEL SIP THICKNESS f HEIGHT 4 1/2n 6 1/2" RACKING N/A 335 PLF 335 PLF SHEAR P] PLEASE REVIEW NOTES ON PAGE 3. 4 Load Design Charts sips Wall - Transverse Loading LOAD DESIGNCHART (SEE SPLINE DETAILS SIP-102 or SIP-102g) R-CONTROL"SIPS PANEL SIP THICKNESS HEIGHT 41/2" 61/2" DEFLECTION L/360 I L/240 L/180 L/360 L/240 L/180 T. R 8' - 0" 28 40' 40' 42 61' 61' A N S V 10' - 0" 20 30 32' 32 48 49' E R S E 12'- 0" 15 22 27' 26 38 41' L O A 14' - 0" 21 31 35' D P Sl 16' - 0" 17 26 31' F Ell LIMITED TO ULTIMATE FAILURE LOAD.DIVIDED BY A FACTOR OF SAFETY OF THREE. [21 PLEASE REVIEW NOTES ON PAGE 3. Note: Spline to be of - 3" ' materiol conforming to DOC PS2, min thickness - 7/16 2" 2" 1 7/16" t t 1 7/16" R-Control R-Control continuous.Do-All-Ply Do-AII-Ply Spline _continuous. continuous: - — —R-Control Do All-Ply Spline Beom. each side, both splines, continuous. - R-Control SIP. Factory electrical chose.. Factory electrical chose - R-Control Do-All-Ply R-Control SIP. - each side, top & bottom, continuous. it Fasten with 8d nails or / LIP - Fosten with 8d nails or 14 c�a. 1 1/2" staples—/ - 14 ova. 1 1/2" stoples® 6' o.c. both sides of Tape or equivalent ® 6' o.c. both sitles of LSIP Tape or equivalent panel joint or equivalent. vapor retarder on interior panel joint or equivalent. vapor retarder on interior Typical each side of panel. of panel, required for roofs Typical each side of panel. .. (optional for walls). of panel, required for roofs SECTION/PLAN SECTION/PLAN (optional for walls). Scale: NITS updoied 11-1-m Scale: NTS updoted 11-1-07 R—Control® SIP R—Control® Panel TITLE: Spline Connection N0. TITLE: Block Spline N0. Surface Spline SIP-102 Connection SIP-102g 5 SIPS Load Design Charts Wall - Header Loading LOAD DESIGNCHART #5 (SEE DETAILS SIP-112 through SIP-114) R-CONTROL"'SIPs HEADER HEADER DEPTH R-Control SPAN 12" 18" 24" oo-Au-Ply, each side. DEFLECTION L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/240 R-Control SIP used as header. - 0 4'-0" 524 703 708' 762 773' 773' 837' 837' 837' 1 /2" sils taPi s go. e" Ia c.c. each side, top & - A -bottom or equivalent. t.'^ D 6'-0" 1 1 1 1 1 1 1 1 R-Control Do-All-PI - - _ 319 374 374 466 466 466 557 557 557 cantinaaas. y � vaao P L 8'-0" 218 248' 2481 3S11 3Sll 351' 455' 455 455' R-Control o� F Do-All-Ply c°o typical each side, $` [1) LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A top & bottom. FACTOR OF SAFETY OF THREE. Panel width E21 PLEASE REVIEW NOTES ON PAGE 3. (Vote: Details SIP-112a and SIP-112b are SECTION li not illustrated here. Refer to R-Control Scale NTS upea,ea i1-,-07 R—Control® SIP SIP Construction Manual. TITLE: N0 SIP Header section SIP-113 Headers. R-Control SIP. Top plate. - - Continuous top plate. l Surface splines- t I al, a-o-mm e n mr ' _a"m �Roaaoe.-.�gn'P heoa.See 95 - I � � R�Confrol Sip Cha l�tl pea. h Saer - 9n ffeatler, R-Control SIPS. Posts supporting J header. Designed4 / for specific load case. J / J Continuous bottom plate. • - J' 2Y plating around window and door - Bottom plate.- openings. Numbers - R-Control SIP NOTE: Diagram represents headers in - indicate sequencing NOTE: Diagram represents headers infill below - o wall assembly. y. Refer to detail for slallation. in a monolithic wall assembly. - windoly openings, SIP-112a. Minimum dimensions are Refemr to SIP-115 Splines may occur above & below install prior to not required between openings..but the for connection of 2X's openings. Minimum panel dimension headers. Posts supporting the header must to OSB facings. of 12" must be maintained over extend to the floor- The bottom plate openings, of the header must extend to the ISOMETRIC outside of the post. ISOMETRIC Scale: NTS upd—d 11-1-m Scale: NTS updated 11-1-07 R-Contr6G SIP R—Control® SIP TITLE: No. TITLE:SIP used os fleoder N0. Headers SIP-112 (surtace spline condition) SIP-11? 6 Load Design Charts sips Roof/Floor - "Transverse Loading LOAD DESIGNCHART (SEE SPLINE DETAILS SIP-102 Or SIP-102g) R-CONTROL`'SIPS SIP THICKNESS PANEL SPAN 4 1/2" 6 1/2" 8 1/4" 10 1/4" 12 1/4r" DEFLECTION L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 T R 4'- 0" 65 80' 80' 89 122' 122' 92 136' 136' 107 136' 136' 104 136' 136' A N S V 6'- 0" 40 53' 53' 58 81' 81' 64 96' 96' 75 96' 96' 73 96' 96' E R S E 8'- 0" 28 40' 40' 42 61' 61' 51 76' 76' 61 76' 76' 60 76' 76' 0 A 10'- 0" 20 30 32' 32 48 49' 44 a; 64' 64' 54- 64' 64' 55 64' 64' D S 12'- 0" 40 56'. 56' 51 56' 56' 55 56' 1 56' IF P [1] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE. [21 PLEASE REVIEW NOTES ON PAGE 3. Note: Spline to be of, materlcl conforming to - �.3_� DOC PS2, min thickness 7/16" R-Control —' ro r Do-AIIPly Spline _ Do-Ali-Ply.. conti u: continuous_ - Do-All-Ply Splint Beam.J each side, bath splines, continuous. R-Control SIP. Factory electrical chase. Factory electrical chose R-Control Do-All-Ply R-Control SIP. each side, lop & boitom, continuous. f Fasten with 8d nails or - Fasten th Bd noils or IIII _ 1469... 1 1/2" staples 14 9� . 1 1 2 staples 1 a a c. both s des of SIP Tape ar equivalent. @ 6 b c both sides of LSIP cape or equivalent panel joint or equivalent. - - vapor retarder on interior panel joint or equivalent. vapor retarder on interior Typical each side of panel, of panel, required for roofs Typical each side of panel of panel, required for roofs (optional for walls). (optional for walls). SECTION,/PLAN SECTION/PLAN , Scale: NIS updated 11-1-07 Scale: NTS updated 11-"-07 R—Control® SIP R—Control® Panel TITLE: Spline Connection N0. TITLE: Block Spline N0. Surface Spline SIP-102 Connection SIP-102g SIPS Load Design Charts Roof/Floor - Transverse Loading LOAD DESIGN CHART (SEE DOUBLE 2X SPLINE DETAIL SIP-102d and SIP-108) R-CONTROL''SIPS SIP THICKNESS PANEL SPAN 6 1/2" 81/4" 101/4" 12 1/4n DEFLECTION L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 1-/180 T 101- 0" 53 79 105' 89 109' 109' 150 174' 174' 177' 177' 177' R A N 12'- 0" 40 59 79 65 91' 911 111 145' 145' 148' 148' 148' S V 14'- 0" 30 45 60 48 72 78' 84 124' 124' 115 127' 1271 E R S 16'- 0" 24 35 47 37 55 68' 65 98 1091 89 1111 111' E 18'- 0"L 19 28 37 28 42 57 51 77 97' 70 99' 99' " O A 20'- 0" 15 22 30 22 33 44 41 61 82 56 84 89' D P 22'- 0" 33 49 66 45 68 81' S F 24'- 0" 27 40 54 37 55 74 [ll LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE. [21 DOUBLE 2X MUST BE CONTINUOUS AND SPACED 4'O.C. [31 PLEASE REVIEW NOTES ON PAGE 3. t`—Continuous double 2X spline 1 7/16"—� 1 7/16.. - 1 See e SIP oe,ed102d gauivSlPn11Q2a)' for spline connection & fastening information. R-Control SIP, see R-Control Load Design Chart #3 D.-All-Ply for load capacity. contnuous. Continuous 10d Nails ® 12" Double 2X spline. .two rows, staggered. R-Control P. R-Control Do-All-Pty, R-Control - continuous. Do-All-Pty continuous Factory electrical chase. each side, lop & bottom. - I \ ok Fasten with 8d nails or Note: 14 9o. 1 1/2'staples - - SIP Tope or equivalent ® 6'o.c both saes of SIP Tape or equivalent vopor retarder on interior panel joint or equivalent. vapor retarder on interior - - pone)jams, required for Typical each side of panel. of panel, required for roofs roofs (optional for walls). (optional for walls). SECT10NZ LAN ISOMETRIC PLAN Scale: NTS undated 11-1-07 Scale: NTS uom-a 11-1-07 R—Control® SIP R—Controla SIP 11TLE: Spline Connection N0, TITLE Moor Roof Panel N0. Double 2X SIP-102d 2% Connection SIP-108 8 Load ®esi gn Charts sips Roof/Floor - Transverse Loading LOAD DESIGNCHART #3A . (SEE I-BEAM SPLINE DETAIL SIP-102b and SIP-108a) R-CONTROLS'SIPs SIP THICKNESS PANEL SPAN 8 114" 10 1/4" 12 1/4" DEFLECTION L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 T 10'- 0" 81' 81' 811 118' 118' 118' 131' 131' 1311 R A N 12'- 0" 63 68' . 681 98' 98' 98' 109 109' 1091 S v E 14'- 0" 49 58' 58' 73 84' 841 87 93' 93' R S 16'- 0" 38 511 511 55 74' 74' 69 821 82' E L 18'- 0" 36 45' 45' 42 63 651 55 '72 72` O A D 20'- 0" 24 37 40' 33 49 59' 45 65 65 P 22'- 0" 26 39 491 37 55 57' S F 24'- 0" 21 31 41 30 46 48' [11 LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE. [21 I-BEAM SPLINE MUST BE CONTINUOUS AND SPACED 4'O.C. E31 PLEASE REVIEW NOTES ON PAGE 3. 2 5/8" Continuous R-Control I-geam Spline. 'See SIP-102b for spline c ection.& fastening n reformation. R-Control Doo All Ply r R-Control SIP, see ntinuous. Load Design Chart #3A for load capacity. Factor R-Control electrical R-Control Do-AII-Ply j both flanges, each chase. SIP. side, continuous. Continuous R-Control I-©-m Spline.. / one\ �• a F Fosten with 8d n ils o Note: 14 a 1 1/2 staplesr SIP Tope or equivalent SIP Tape or equivalent ® 6' o.c. both sloes of vapor retarder on interior - panel oint or vapor retarder on interior de of pan of panel, required for roofs pones joints, required for Typical each side of panel. (optional for walls). roofs (optional for walls). SECTIO)/PLAN _' ISOMETRIC PLAN Scale: NTS upaateo 11-t-o� -- Scale: NTS uvdat�d n-r-a� R—Control® SIP TITLE: Spline Connection N0. R—Control® SIP I-Beam Spline Connection SIP-1026 TITLE:Floor Roof Panel N0. I-Beam Connection SIP-108a 9 SIPS Load Design Charts Roof/Floor Transverse Loading LOAD DESIGNCHART (SEE INSULATED I-BEAM SPLINE DETAIL SIP-102c and SIP-108b) R-CONTROL" SIPs PANEL SPAN SIP THICKNESS 6 1/2" 8 1/4" 10 1/4" 12 1/4" DEFLECTION L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 T 10`- 0" R 76 114 132 101 151 158' 117 138' 138' 149' 149' 149" A N 12'- 0 53 79 96' 72 109 132' 88 115' 115' 124' 124' 124' S V E 14'- 0" 38 57 70' 54' 80 107' 68 98' 98' 106' 106' 106' R S 16'- 0" 28 42 54' 40 61 81 53 E 80 86' 76 93' 93' L 18'- 0" 21 32 42 31 47 62 42 64 64' 64 83 83 O A 20'- 0" D 16 24 32 24 36 49 34 51 52' 50 74' 74' P 22'- 0" 28 42 43' .40 60 62 S F 24'- 0" T23 34 36' 33 49 52' [1] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE. [21 INSULATED I-BEAM SPLINE MUST BE CONTINUOUS AND SPACED 4'O.C. [31 PLEASE REVIEW NOTES ON PAGE 3. /2" Contlnous R-Control insulated I-Beam. See SIP-102c for spline connection & - fastening information. R-Control Do-All-Ply R-Control SIP, see continuous. Load Design Chart #3B for load capacity. I Factory R-Control electrical R-Contro>� Do-AIIlange chase. S1P both flung s, each side, continuous.. Continuous R-Control Insulated I-Beam Spline. o� P° 10 Fasten with 8d nails or---/ Note: 14 0. 1 1 2" staple SIP Tape or equivalent 9 s e VIP Tape or equivalent - vapor recorder on interior p 6'o.c. both sides of f poretarder, eg ed interior panel joints. required for panel joint or deer' of pdr f panel, required for roofs roofs (optional for walls). Typical oath side of panel. (optional for wails). SECTION/PLAN ISOMETRIC PLAN Scale: NTS Updeled 11-1-07 Scale: NTS updated 11-1-07 R—Control® SIP R—Control® SIP TITLE: Spline Connection N0. _ Insulated -Beam Spline SIP-102c TITLE: Floor Roof Panel N0. Insulated1-Beam.Connection SIP-108b 10 Load Design Charts sips Roof/Floor - Diaphragm Lading LOAD ESl CHART Top Spline: (SEE CONNECTION DETAILS Fasten ith box or 6d common nails in twa.rows 3'• o.c. both sides of joint. SIP-139a, SIP-140 and SIP-141) 4 R-CONTROLS'SIPS 3..1 Spacing of R-Control SIP Fasteners L at supported edges(minimum 1 5/8"penetration) 3" Orr 6r, Spacing of spline fasteners'(8d box or 6d common) PLAN Note: Spline to be of Scale: NTS at unsupported edges-top side of panel only- material aonformmg to i DO Two C PS2;ruin thickness staggered rows of fasteners on each side of joint 7/16., ' �-R-Control SIP. 850 750 500 PLF PLF PLF _J [1] SPLINE IS 7/16"OSB x 4" SIP Tope orJ equivalent vapor retarder. Bottom Spline: [2]PLEASE REVIEW NOTES ON PAGE 3. Fasten with ad box or ad common nails 6" o.c. in single SECTION raw born sides of joint. Scale: NTS uwotes'n-i-w Note: Detail SIP-139 is not illustrated here. R—Control® SIP Refer to R-Control SIP Construction Manual. TITLE:Diophragm cannedion No. - Splines SIP-139a Note: Spline to be of .. material conforming to DOC P52, min thickness I R-Control - - /rWood Screw. Fasten with ad halls or- 1 1/2 --e-I I-+-1 - - 6d common two rows _ ( __ 7"o.c. both sides of .r - - panel joint or equivalent'. (See SIP-139) R-Control R-Control Do-AII-Ply,each side. Do-AII-Ply R-Control 1 contiguous.- SIP. Member - Surface spline designed (see SIP-102) by others. i SIP Tape or eequivolent vapor R-Control Wood r tarder on - R-Control inferior of panel. Screw, min. 1-5/8" Do-Alf-Ply - penetration, see Load - continuous- Design Churl #7 for - min. 1 5/8" • spaclnq requirements: penetration. R-Control Slr.elunal support - D.-All-Ply member. Minimum each side. both 3"wide. splines. SIP Tape or equivalent vapor retarder. SECTION SECTION_ Scale: NTS upnoted 11-I-07 Scale: NTS updates 11-I-07 ' R—Control® SIP. R—Control® SIP TITLE:Diaphragm Cannec6on N0. [TITL:E:�Di.p�,acgm Connection NO. - Support Member SIP-140mediate support SIP-141 L Ready to take control? Start here. If you're wondering how R-Control SIPS can work on your next project,just contact your nearest R-Control supplier,They'll be happy to collaborate on design, walk you through R-Control SIP installation, provide test data, pricing, and answers to all your questions. Start by visiting our web site: www.r-control. com. ` AFM _ - R-Control SIPS are made exclusively with Foam-Control EPS.R-Control SIPS and Foam-Control EPS are manufactured by AFM Corporation licensees. Copyright©2008 AFM Corporation. All rights reserved.Printed in USA. R-Control,Foam-Control,and Perform Guard are registered trademarks of AFM Corporation,Burnsville,MN. RCO2-02/08 t CONTROL �}5 �- �':.,�+c � �.ax.�A "�,�u-y�� �,a�' a ��;i�&�eyZ�, fir.`,. ���� `'�c ���a.- ��: � � $ .e•4 x v- .�. �r • �. ��.1.,.�4 r ':_ g.%N�' r�*�� t�,t xrF;f ,s y �• � �'�� •2 v��ti. �3 xi �'• '� sag e� a.�x:1� � a ` s_ sips SIP No. 2021 Subject: SIP Fasteners - Date: November 2007 R-Control Wood Screws and R-Contro! Metal Fasteners are available from your R-Control SIP supplier for attachment of R-Control SIPS to wood or metal substrates. These screws were developed to provide an engineered fastener to meet the needs of R-Control SIP installation. Please find attached engineering properties for the R-Control Wood Screw, Metal Fastener,and Light Duty Met- al Fastener. The properties include withdrawal, shear, pull through,and tensile strength. The values provided for the R-Control Screws and Fasteners are maximum values. As determined'by the project archi- tect/engineer, appropriate safety factors should be used in design. Wood Screw R-Control Wood Screws are used to attach R-Control SIPS to wood structural members and substrates. Metal Fastener R-Control Metal Fasteners are used to attach R-Contro! SIPS to metal structural members and substrates. R-Control Heavy Duty Metal Fasteners can self drill into 3/16" steel without pilot hole predrilling. Installation is direct and fast- no wood nailers needed. This eliminates the need for wood nailers that would otherwise be required for the wood screw in metal building components. This results in time savings for the contractor and material savings for the building owner. The metal fastener should be driven with a low rpm(<1500 rpm) high torque drill. Firm but not excessive pressure should be applied. This allows the drill point to engage the surface of the metal and drill through. Excessive pressure and/or rpm will dull the drill point and render the fastener 'ineffective. Metal Fastener-Light Duty R-Control also supplies a Light Duty Metal Fastener, R-Control Light Duty Metal Fasteners are used to attach R-Control SIPS to light duty (up to 18 gauge) metal sub- strates. IR: sips SIP no. 2021 Page Iof4 sips SIP no. 2021 Page 2 of 4 R-Control Wood Screws 0.190 Nominal Viank Dia, Gimlet POW 3P4°x. y ,., ,.. + t9.2 6 Tbread tl:a, T-317 Stan Drive I 2? "Thie f Len g1h u. head Dia. Withdrawal lbs./in. penetration wood specific gravity 1429 0.67 1173 0.55 1067 0:50 R-Control Wood Screw 981 0.46 I' 917 0.43 768 0.36 661 0.31 Shear lbs. wood specific gravity R-Control Wood Screw/ 790 0.64 R-Control SIP assembly 780 0.45 720 0.38 R-Control Wood Screw 2900 Pull Through lbs. R-Control Wood Screw/ R-Control SIP assembly 630 R-Control Wood Screw/ 7/16" OSB 545 Tensile Strength, lbs. R-Control Wood Screw 3380 The values provided for the R-Control Screw Fastener are maximum values. As determined by the project architect/engineer,appropriate safety factors should be used in design. SIPs SIP no. 2021 Page 3of4 R-Control Metal Fasteners d 29�f;#ap*aal Starak.Die. #4 NO Point _ � 0,245 Three OA T•.90 Slar Dave ~Ik � '� 3.87Y Thread Langth 0.635 Head Dia. Withdrawal lbs. Steel 770 16 ga. R-Control Metal 1130 13 ga. Fastener 1690 12 ga. 3100 3/16" 4500 1/4" Shear lbs. R-Control Metal Fastener/ R-Control SIP assembly 790 R-Control Metal Fastener 3400 Pull Through lbs. R-Control Metal Fastener/ ; 630 R-Control SIP assembly R-Control Metal Fastener/ 545 7/16" OSB Tensile Strength lbs. R-Control Metal Fastener 6000 The values provided for the R-Control Metal Fastener are maximum values. As determined by the project architect/engineer,appropriate safety factors should be used in design. sips SIP no. 2021 Page 4 of 4 R-Control Light Duty Fasteners .1 35€7rili Point .390 Nominal Shank Dia. , 4.265 ThlB 0_p. 4----- 2.15V Thread LMtn i----�--•—�� T-?A Star D vv 0.635 Head Dia, Withdrawal lbs. Steel R-Control Light Duty 510 22 ga. Metal Fastener 645 20 ga. 920 18 ga. Shear lbs. R-Control Light Duty 2900 Metal Fastener FPulCf Through lbs. R- ontrol Light Duty Metal Fastener/ 630 R-Control SIP assembly R-Control Light Duty Metal Fastener / 545 7/16" OSB - Tensile Strength lbs. R-Control Light Duty 3380 Metal Fastener The values provided for the R-Control Screw Fastener are maximum values. As determined by the project architect/engineer,appropriate safety factors should be used in design. AFC FOAM - R-Control SIPS are made exclusively with Foam-Control EPS,R-Control SIPS and Foam-Control EPS are manufactured - - '- by AFM Corporation licensees. - Copyright©2009 AFM Corporation, All rights reserved.Printed in USA. R-Control,Foam-Control,Perform Guard,and Control,Not Compromise are registered trademarks of AFM Corporation, Burnsville,MN. 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In Iro■I■Ir.m1■n.n■nnf■n.n■lu■f■loom l■n.■I■Ir■■f■Irl■f■Ir.mf■In muru■f■Irom1■Irr■i■nomul■..In i■Lnr■1■nnl■IO■I■Ir.■t■Irr■I■IU■1■nr■1■Ipml■Ir.■LIUmI■Irnf■nnf■Irani■/rrml■Irrml■n41■IL-_: - ■r■I■Iru1■ununo■I■n.■f■nnun.■I■In■unnunnf■nut■nr■I■nnulrnl■unf■nuunul■ur� - loss■I■nm■nnf.nnunr■I■nnuurn■nr■I.lu■f■nnf■nnf■Ir.m1■n.murruuur■uununnun Garage 16 f■nut■nnf■un1■In■unnl■Irrml■nnun.■f■n■■f■loomI■nuuru■I■Iro■I■nr■unnunul.unf■ Clipper Centerville MA i■I■Irr■I■nut■Irr■LIO■I■Ir.■1■ftr■I■n.■I■n.■I■nnf■IO■I■Ir.■I■Irr■I■Irr■Llrr■I■Ir.■I■IU■1■n.■1 rm■nm■nnunnf■ununr■unnl■nnf■nnf■loomunnl■nm■/ru1■lu■I■nr■I■nuuln■unn uu■uunf■ur■f■In■I■nrmunnl■Iron■nnf■nnf■nnf■nnf■nnf■n.mf■no■I■nnunnuunun uuul■noun.■I■lu■I■unf■nnl■un1■nm■nul.nul■non■uuunnuur■I■nr■f■Iu.1■nuf■ i■i..n■i.uu�..■.■i.uui.u.■I.uui.uuI news■i..ns�..■.■i.u■■i.u■■�.u■■�..■.■�.w■ion.n..■.■� iilllrl�I1L/I�IIIiI�1�i11�11111V111r1�111�I�1111I�I1JII�I1111id111�111rii11111�I1Hl�llnl�l■Ill�lllrll■Illllilll�i�lllll�lh' 11■11111■IIIII■I1111■I1111■I1111■I1111■I1111■I111I■Illii■I1111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIiI■IIIII■IIIII■IIIII■I I111■I1111■I1111■I1111■IIIII■IIIII■I1111/Irt11■11111■I1111■IIIII■I1111■illll/IIIII/I1111■I1111■Ir111■IIIII■IIIII■IIIII■I11111 Ililli■I1111■I1111■Iu.f.1■Ia■um■nul�lltll■I1t11■lrlll■lilli■p.■ir11111■IIIII■11111■Illr�■�r111■I1111■IIIII■Iu11■IIII] I!■Irlil■IIIII■IIIII■I I/Ir11i/IIIII■I1111��` '�I■IIIiI■ill'- "�11111■IIIII■IIIII■I11� -. 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II/IIIII■I11/1■I11/lrj !111111■IIIII■11111■III ( ; IIIIII■IIIiI■IIIII■1 IIIiI■111 111■IIIII■IIIII■IIII:, !/lr111/IIIII■IIIiI■I , t I■IIIII■IIIII■111111 ■IIt11■II oil■IIIII■IIIII■Illj it■IIIiI■IIIII■111111 ; 111■I1111■Ir111■IIII,_....�_....�_...JI■11111E....�_....�_....,�illll■Iuil■IIIII■I! 'IIII■IIIII■IIIII■IIII r111■M III HIM■Iu11■�ull■Iu11■IIIII■irlil■IIIII■Iltil■1It11/IIIiI■IIIII■IIIIIII j111111■IIIII■IIIII■I11 cull■I1111■IUQ■Ir111■IIIII■lull■I1111■I1111■11111■1111I■IIIQ■IIIII■IIIII■IIII �!■IUII■I1111i11111■I I I/iu11■lull■Ir111■Iu11■I1111■I1111■Iuli■I1111■I11/1/Iu11■Iu11/IIIII■IIIII■IIII 'a.uuunu�.uun u�■uuuuui.uui■uumnnrnm■n.a.u.a.uuunui.uui.uui.nuiai Page 5 I11�111■i► 1111/lill►. /U11■IIIII■ftl. Centerville16 Clipper Lane . n■unl/ulu■�. lunulull■unl. - 7111/IIIII■IIIII/IU.. nl■luu■luu■lun■I. \ 1■unl■uul■luu■lun. Rough Sawn Asphalt Shingles .1■IIIII■IIIII■IIIII■IIIII■lil.. ..111■IIIII■Itlll■Itlu■IIIII/IIIII■IIIII►. lull/Itlrl/Ilnl/IIIII/IIIII■IInI■IIIII/111►. .lilu■Itlll■IIIII■IIIII■IIIII■Illy■IIIII■IIIII■I►. .�11111■IIIII■IIIII/lull■iilrl■IIIII■IIIII/I11111 IIII/Illlh. diluu■11111■filll■lull■IIIII■IIIII■IIIII■f1111■IIIII■Ith. Garage�ri■unl■luruum■um■unl■lurl/lurl■unl■luuwul■l.. d11■IIIII■Itlll■lull■11111■IUII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII►. 16 Clipper IIIII■IIIII■Itnl/Ilnl■IIIII■IIIII■Ilnl■IIIII■IIIII/Ilnl■Ilnl■Itlll■Itl..\ Centerville MA �I�nl■Itlll■ltl11■IUiI■IIIII■Itlll■IIIII■IIIII■IIIII■IIIII■11 IIIII■Itlll■ltlll■I�. ■Itlll■IIIII■IIIII■Illrl■It111■IIIII/IIIII/IIIII■IIIII■IIIII■ttlll■Illrl■IIIII■IIIII►, d�11111■IIIII■ftlll■furl■ltll-1 IIIII■IIIII■IIIII■IIIII■Ilnl/IIIII■IIIII■Itlll■IIIII■IIh. Irl■IIIII■IIIII/IIIII■Ii1 l/Ilnl■lull■11111■1ull■Ilnl■liLll■11111■IIIII■Itlll■IIIII■Ilnl/I�. �111■It111■IIIII■Itlll■liUlf■full■full■11 IIIII■lull■Itnl■IIIII■IU11■IIIII■Itnl■UIu■IIIII■IIIII►, \ IIII/IIIII■IIIII■IIIII■IIIII■IIIII/Itnl■Ilnl■It111■IIIII■IIIII■UIII■IIIII■Itnl■IIIII■Itlll■Itlll■III' 11■ftlll■11111■f1111■IIIII■Illrl■IIIII■IIIII■IIIII■IIII�����r�����r��lilll■IIIII■Itlll■IIIII■IIIII■1111 Back I■IIIII■IIIII/IIIII/IIIII/IIIII■IIIII■Ilnl/���•._ -_.•'�llnl/IIIII■IIIII/lulll I11111■IIIII■IIIII■IIIII■Itlll■f1111■11•''_ •"�111■IIIII■IIIII■I' I111/IIIII■Itlll■IIIII/IIIII■Ittll■111! II■IIIII/Itlll■111 �11111%I�I11%�111/Illrl■U111�11111� •••r r••' 1111/UI 11�111111 IIInI■IIIII■lull■IIIII■IIIII■IIIII■11 url■unultnuunl■um■nnl■ul� n■ulu■um■wElevationn■unl■luu■unl■lurl■um/unl wnl■unl■un �■unl■ulu■unl■unl■furl■um■ unl■unl■lnm Iltlll/Itlll■IIIII■IIIII■Ilnl/IIIII/p 111■IIIII■IIIII■II II111■furl■IIIII■Itlrl■IIIII/Itlll■I11! II■IIIII■IIIII■111 �11■Itlll■furl/IIIII■Itlrl■Intl■IIIII ■lilrl■IIIII■1111 l■IIIII■IIIII■Itlll■IIIII■IIIII/11n1■ IIIII■IIIII■111111 'Iltlll■lull■IIIII■IIIII■IIIII/Illrl■II 111■IIIII■Ilu�iil DuPontT11 " • �I111■IIIII■IIIII■IIIII■Itlll■Itlll■I11' II■IIIII/IIIP!!nRR White Ceder Shingles 11/IIIII/lull■IIIII■IIIII■IIIII/Itlll /IIIII■IIIII■1111 it■It111■IIIII■Il1U■111U■IIIII■It111■ Itnl■Illu■lulll IIIIIII■Itlrl/Illp■Ilnl■IIIII■IIIII■ll III■IIIII■Itlll■I! 1111■Itnl■IIIII■Itlll■IIIII■fu11■f11. II■It111■IIIII■111 .1�1 �Ill�l��ll�lr��ll --.- 6 ■r■1■1■OI■I■rr1■1■rrl■I■■rl■I■rrl■1■■■1■1■■■1■I■1■I■1■■p■I■nl■I■1■1■1■■■1■!■OI■Ir■rl■I■OI■I■1/1■Ir■ iilu,"irii1 WIN I iilU-itil'?liiiiiilU-i0-iilu--iiiiliiiiiilN-ininiiiuE-1U-1 til�iu'iliiiu'itiiiB-i■1Wiriiliiirinl'all 3-0-1 iiW" IOrI■lu■I■Ir■■I■Ir■■1■furl■1■rrI■lu■1■t■r■I■1■rrl■lu■I■t0■1■Irr■1■lu■I■1u■I■Intl■nrrl■Intl■1 16 Clipper Lane ■u■■I■lo■I■n■■1■m■1■nuum■1■nn!■nnumrl■1■nl■Irr■1■nr■1■a■rt■lorl■nrrl■nn1■n■ru u■nrru/u■I■nn1■unulurl■nut■ant■nut■unl■arrl■mn■nul■uu1■n■runnl■nrrl■nu r■I■Iu■I■Intl■lr■■I■I■r■I■I/r■I■1■rrl■IO■1■Irnl■1■nl■10■1■nn1■Irnl■Irrrl■IO■I■trrrl■IOrI■1■I lurl�lo■1■Intl■mrl■nnulo■1■ur■1■nn1■unl■Tort■Ina1■nnl■nul■nnI■lurl■nrrl■nnl■I T. h. Tueluir ■nn1■nr■I■nul■lon■lorl■Ioruunl■loran■■um■1■nrrl■nm■nrrl■unl■nul■nrrl■nrru n■nnI■u■■1■nn1■uul■nm■uul■unI■nnl■nn1■m■1■lon■uul■n■■I■nn1■nnuln■unn r■I■1■■■I■Irr■I■1■r■I■1■r■I■Ir■■!■Irr■I■Ir■■1■Ir■■I■1■rrl■trr■I■Irrrl■1■■rl■1■r■I■t■■rl■1■rrl■Irrrl■1■� url■nrrl■Iu■1■Ir■■I■Intl■lu■I■IO■1■IO■I■Intl■Intl■Ir■■t■I■■rl■Irr■1■IO■I■Intl■I■rrl■lu■I■I ■Ir■■1■1■■■I■I■r■1■Ir■■1■1■■■1■Ir■rl■1■■r1■1■rrl■1■rrI■Irr■1■Ir■■I■Ir■■I■Irr■1■Ir■rl■1■■rl■1■rrl■Irrrll Centerville n■lo■1■nrrl■lo■umrl■nnl■n■nm■r!■Inr■t■unl■n■■1■n■■1■n■■I■to■I■lorl■trul■lorl■nrr nl■nm■nn1■nrrl■nrrl■nrrl■lore■nul■unI■nnl■mrl■nn1■nnun■r1■n■r1■nrrl■nul■n: iorl■ln■I■nnunuunnunnl■nut■un1■m■I■nuI■n■n■nuunnunr■1■trnl■nnl■anw ■nnI■nm■n■■1■nulnml■nnl■trr■I■nul■tort■nnl■m■1■turl■nn1■unl■nnt■tu■1■to■II II■lu■I■trr■1■lorl■Irtrl■iurl■Irnl■Ir■■I■nrrl■n■r1■n■rl■IO■1■n■rl■nrrl■lu■I■Intl■lorl■lur - ■rl■lo■!■Ir■rl■furl■1■■rl■lu■I■Intl■nr■I■Intl■Ir■rl■Irr■1■n■rl■n■rt■n■rt■tOrl■Irrrl■Irlrl■I■' unl■n■rl■lore■m■1■Iurl■nut■nnl■nr■I■unl■nut■to■1■Ior1■n■rl■nut■unl■nnl■nnl■1 ■torl■n■rl■nn!■lore■nnunnl■nrrt■nnl■nm■nnl■lore■nul■nu1■n■■unnl■lurl■In■u 11■Intl■n■■1■Intl■IO■I■Intl■Iur1■IrIr1■10111 Intl■fu Mimi rrl■IO■1■lurl■Iu■1■logo l■nr■1■1u■ rrl■IO■I■Intl■Irrr1■furl■1■r■I■Intl■n■rl■1■swim Ir■rl■Intl■Ir■rl■1■trl■n■■t■lu■1■nI■I■lu■I■Ir' 1■nl■lurl■Iurl■mrl■Iur1 Binomials rl■tr■rl■nrrl■tun■furl■Irnl■Intl■nrrl■nrrl■Irnl■nrrl■1 ■Intl■nul■nn!■mn■au1■nrruanl■nrrl■nnl■lore■nn1■nn1■nnl■nn1■nnl■nnt■nnu n■nnl■Ir■■1■m■1■aril■n■n■loll■Iru1■Io■t■m■1■nut■aul■nn1■nn1■nnunre_:eea:-:-:a - r■1■IU■I■Intl■nn1■IO■1■IO■I■IO■I■Intl■Ir■■I■Irr■I■lu■I■Irul■furl■nrr►■nrrl■nirl■lurlini Irnl■lu■I■Irn1■nn1■Intl■1/nl■furl■n■■1■Intl■lu/I■Ir■rl■furl■lurl■armissing mining ri■ulri■1 Garage ■Inr1■n■rl■nn1■unl■nnl■to■I■lore■nnl■nul■nul■tors■nrrl■nr■I■nrrl■lun■torl■n■ru n■nul■Iu■1■nnl■nm■m■I■n■n■toil■true■toil■nn1■um■au1■nrn■um■lon■nnulo■ n1■unt■nut■nr■1■nn1■ur■t■nr■1■nr■1■n■rl■nrrl■nn1■tr■■1■lurl■nnt■nul■torl■nnl■n lot 16 Clipper II■Irtrl■Ir■rl■Ir■rl■Ir■rl■Ir■■I■Irrrl■lr■rl■lrrrl■Irr■t■trrrl■1r■■I■I■■rl■Irrrl■Ir■rl■Irr/1■n■rl■trrrCenterville MA III min a ito��_�•>o�,_�.o���u■�,�.u�,�•n.�,�u•��■uu,�.o�,�_n.n_�u._i�_nu_,�u_._i�.o���u_u��u_u,n.u_���_� �Illil■lil�l■11111�11.IIrIl11iI��1111�I1111J11111■IINI�IIIII�ILIII�11111�11111�1111,■IIIII�11'.i1�111rI�N111�111iIL111111�111.� • i■nln■nuumn■mn■aln■nnrrum■nm■nnunm■nm■nm■nninun■nui■nm■mn■nm■nm■nni■m �n■nnuuui■nm■mn■mn■ieni■inn■curl■nnuuin■mn■nlnnmlrmn■nul■mn■nuiriun■mn■iun■I hin■nuunm■nln■ununni■curl■nuuumnun■nm■nm■lun■nui■nln■nnwun■ununuuwn■nnu noun■imi■wn■nui■nm■mrunm■uin■nni■curl■curl■irin■wn■mn■nm■ulnrum■um■nln■nm■nu �unuuumnun■iun■nm■nni■lure■nm■nm■nui■nni■nln■mn■nmunn■mn■nui■nuunnuni�i�m. nl■mn■curl■unl■nnlrnnl■ununln■nnuiwlrnnwunraln■nm■lunrnln■inn■iwl■mn:::::�::...�_, • - - �� • : - irui■nln■nnuunuirm■nni■nni■nni■nnunln■inn■nuunnunm■mn■nm■lun■mm�nn■ulnrmni llllrl■Irlrl■IIIII■Illn■IUrI■Ir111■Irlrl■Intl■IIIII■IIIII■IIUIrtr111rIn1I■IIIII■IIIllrlllil■Illrl■IIIII■In11■Irlll■IIII i■nui■nin■nm■nln■mn■nni■um■inn■nlnnun■nm■nln■lunumi■lun■nm■nm■nm■nln■iun■nrLeft Elevation lull■lull■nui■nm■nuunln■iun■iurunm■nln■lunrmn■lull■i�n■nm■nnunm■nni■iun■nln■nlni: Ilrin■111r1■Ir111■In11■Ir1n■IIIII■Irl/I■InnrI111I■IIIII■lilrl■In11■IIIII■nnl■IIIIIrIr111■IIIrI■Ir111■Irinrlitll■IIII: unm■nlrunm■mn■nm■nln■iun■nln■inn■inn■inn■inn■lun■nui■nln■iumnln■wn■nlnnunmr ui■nui■nln■inn■mnnunrlun■nln■nui■gun■nmrmnrimlrimuiml■nln■mn■nln■iml■nuirmnrl �urunm■nlmnnunln■alnnun■nm■inn■i�n■iun■nln■nni■nmrmn■inn■mn■nln■lun■ulrunlni unnrnnwnn■inn■nln■iun■ninriwi■inn■inn■irui■mnrnm■iuiwmi■innrwn■nnunni■nni■nu. iunln■nni■nm■lun■lIlls i�n■�un■nln■i�n■run■lull■inn■nuunln■nui■nlnnmunm■nln■lun■nl pn■inn■aumnnririnroln■iun■am■nmrmnnnminn■inn■nmrwmimi■nuirinnrnliumn■mn■I ,un■Imuwn■mn■inn■nin■nm■nln■um■nuunln■iun■lun■nni■mn■nui■inn■irin■iun■ununlni� unn�■inn■nm■nui■iunriun■mn■mn■iun■mn■uln■nui■mmnm■inn■nlnrnln■nln■nnirulnrmr i�u•n�uu,■m�,■m�,■um■m■inu�,■n•�,■ir•■inuu��m•i�nuunmrt••�,�nuunui_u•nrto�i�n•�i�nu,�w Page Back P6 20' 'v N Door Sill Angle 16 Clipper Lane Centerville MA Tel: 508 787 7014 N 4/42M 4' 1' A Garage .- P9 fight Foundation 4 P5 16 Clipper Lane Left Centerville MA CE P7 n I ..r 24' ,r 1-4" ... 5Q z'-8" ICF Foundation Plan 4' Anchor Bolts PT 2x4 Page 8 Door Sill Angle r L= 4Mr2o09 114"=1' 20' ront P4 2x6 Q 24"OC i Insulation 7/16 OSB PT 2x6 T.H.MOT Sealant � PT 2x3 PT 2x4 Door Sill Angle 18 Clipper Lane jj� 2/#5 TOW g 16 tervilleClipper MA an Stucco PT 2x6 Tel: 508 737 7014 ICF - ° v ° -3,000 3/4 Concrete 5/8"Anchor Bolt 6x6 6/6 WWF MWAOM (See Plan) _ —Apron 4/17n009 mil Poly = Sealant 2"Rigid Insulation = Gravel O = = a < Garage ICF = n o = C Foundation "Fast Form" O = = O < 16 Clipper lane Centerville MA 17 2" - - 91111 ° C ICF Sections - #4 Vertical @ 16"OC 2/#5 BOW Page 9 9 �' ' Section A Section B 2-6j" ■ L 10"SIP ! 10 ! /�! 16 Clipper Lane Centerville MA Tel: 506 737 7014 Mean Roof Height !!!!!!/! ~``` 10"SIP /!!! Storabe 2x10 Spline /!/��! 10' Garage ! 16 Clipper Lane //!! 23/32 T&G OSB �� 19'SJ" Centerville MA 7/16 OSB Rough Savor Spruce T 1'-28" ... 2x6 Tall @ 24"OC 2x4 .. 2/Trusses @ 46"OC 14'-10J" P5 Left SPF p2 2x6x6'Stud @ 24"OC F7 Kraft Faced R-19 Fiberglass Insulation Kraft Faced R-19 Fiberglass Insulation 9,_1� Section 8' 7/16 OSB DuPontTM Tyvek®DrelnWrapTm PT 2x6 PT 2x4 g mil Poly 3,000 314 Concrete r• --------------- 2"Rigid insulation ICF Page 10 -•" Fast Form Branch River PtasticsTm R-22 •r• a+rtms 1/4"=1' I 20' b - N L4 r-12 10 3/202 16 Clipper Lane 0D Centerville MA �tOD Tel: 508 787 7014 1° R3'-1#" # M 10'l4" 3'-74" • � �1 Aw lo Garage Foundation 16 Clipper Lane ` aD No Centerville MA b 2� of 19'-116" r b, 3/2x8 b „« Front tq 2x6 Framing R12'-14" 4x6 4x6 8' r_ Page 12 ` air2M • •• aw-1, -r 3'-08" 8'S4" 7'-98a ,j„ 2 R2 Cam, L4 r 16 Clipper Lane 3" 3° 3° 3^ 3° Centerville MA 3'S" 3'-9" T-9' 3'-9" 3'-9° 3,-6„ Tel: S08 7S7 7014 j 6 " 8" 9" 3/2x6 3/2x8 312X8 Garage Foundation 16 Clipper Lane Centerville MA R2'S n7a 7 r I T91° 64- 2'-4 6" 2'-4-jL6" Right Side 2x6 Framing 4'5" 3'-2" 16'.5" I .. Page 13 1— aD L4 Ir 10 18 Clipper lane Centerville MA rO Tel: 508 737 7014 101-4" Fo `O Garage Foundation 16 Clipper Lane Centerville MA b b ... n o, 3/2x8 Back 2x6 Framing A R12'-1j" 4x6 4x6 9,.01J" 8' Page 14 4114M .. 3W-1- IL II I --L 2' 3'377. L4 T.&7udw 16 Clipper Lane Centerville MA Tel: 508 787 7014 3" 3" 3" 3" 3" T-5" 3'-9" 3'-9" 3--9" 3'-9" 3'-5" Garage Foundation 16 Clipper Lane Centerville MA n 7'„3 Left Side 2x6 Framing LJ 1,.4„ 2=1 Page 15 41MON ,� 31844' 3'-9"— ■ 3" x 3" 3" 3" 3" 3.1 1. x 3'_9^ 3 3'_9" nc 16 Clipper Lane Centerville MA ® 2'08. G G G G Tel: 506 737 7014 Garage Foundation 16 Clipper Lane Centerville MA n Lr / �" f5" 40° 2'�° r 3'-11" 1 52v� 8�" �71" 7�^ �6 0* �o Left Side 5z ao° ao° ao° 2x6 Framing 5j" 4"b-- 51 ® ;0* ©2/3'10-1/2"2x10 ®4/3'9"2x10 ©5!3-5/8"2x10 716 2,_5" 2/12'2x6 40° 40° Page 16 ®2/3'0-1/2"2x6 Q 4/3'5,3/8"2x6 4/412009 ®14/2'5"2x6 3/01-r Back P6 20' 16 Clipper Lane Centerville MA Tel: 508 737 7014 v 4M2M 18' Garage 16 Clipper-Lane Centerville MA Left fight �- P7 24' Electrical Plan: A A 6' 10 1 Page E; 6' airmos 1/4"=1;. 0 rant P4 O Sky)D`7 TOWN OF BARNSTABLE Building Department - Foundation Permit Date `t/z2)09 Permit # �Ao9 0l3 Y9 Name TUDoR- Location Ili Cc�..PPE2 LN Cry i E2v,yus Insp. of Bldgs. No ��� ��SfE�-r�•a i F , , E TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `6cl Parcel 122- Permit# Health division 7 ' Date Issued' Conservation Division�!2 Lo 3 lc Application.Fee t� Tax Collector Permit Fee -� Treasurer � SEPTIC SYSTEM MUST SE �D l aXISTALLE®IN COMPLIANIC-3 Planning Dept. VVITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL COCA ANC T001 REGULA TIC',` Historic-OKH Preservation/Hyannis Project Street Address / l�/���r 1` ct M Village Ce-Aj +-G r-L) L�� Owner . I)e10 Sf CJ / Address 1 Ca Cll ppel t.crej e . Telephone �� _7CI D qq l l:� ` Permit Request Doi�c\ Roo� a cho' " a q%3A 6'c Square feet: 1st floor: existing 12- proposed jog© 2nd floor: existing 6-7Ce proposed O Total new L78 Zoning District Flood Plain Groundwater Overlay 1 Project Valuation Construction Type Wood- FgMV>tiG Lot Size C(o,4 5-7 Grandfathered: ❑Yes YNo If yes, attach supporting documentation. Dwelling Type: Single Family a Two Family ❑ Multi-Family(#units) Age of Existing Structure 31 WT'S 8 Historic House: ❑Yes �No On Old King's Highway: ❑Yes Ul No Basement Type: OdFull a Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2- new O Half: existing ® new Number of Bedrooms: existing 4 new Total Room Count(not including baths): existing new / First Floor Room Count Heat Type and Fuel: 2 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes dNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes &'No Detached garage:❑existing ❑new size Pool: ®existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:C(existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name {��UJ�Gt �r19�` l� 1 Telephone Number �S 7cto Address I �Ito 1,4,0 License# a�Q�t V� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO5a.'3-�Cr� SIGNATURE DATE I Z-/IZ 0 7 F _ - F FOR OFFICIAL USE ONLY r-Y . i 7 PERMIT NO. DATE ISSUED _ MAP/PARCEL NO.• ADDRESS VILLAGE ' OWNER • - f 1 DATE OF INSPECTION: ! FOUNDATION p `�;or e�.�v( J 't FRAME y ,Z f INSULATION P`,�+� p/�C 7 - _�� ;PO/ A� ' FIREPLACE ` P1 ' j ELECTRICAL: ROUGH FINAL,' ' PLUMBING: ROUGH FINAL ' • i GAS: ROUGH~4 FINAL n' 1 FINAL BUILDING 1 DATE CLOSED OUT ASSOCIATION PLAN NO. • 1' 7%o CMR Appa*dh! Tibla J311b(coat[nued) rated tfith FOUR Tuelz p�erfptzve Pxe4cagw for aca sttd Txa-Ftmity A=sidenttsl Haildiag�H NiAXfMi1M 1KIiY1M� 31ab 'Hcatirtg/Cooting it C3laxing Crla�sg Cxiling Wsli FSaar P Equipment F.lficicncy' Arcs'ON U-valua� R-yaluca R-rulue R-valual Rwa� z &valua' to 69aa Resting n�D17'' Ncrm� 6 38 13 Zg IO 6 N°'rnal Q 0 5Z 30 I4: 19 10 6 a5 A1<VE R 12l� g 12'!i 0.50 33 13 14 t�A Z A Normal 15% 036 3a 13 ZS 6 Nomsal T 33 lJ 19 10 15 AFM (! 15 Y. 0.46 13 25 NIA N/A v 15% 0.44 33 6 i5 AFUE 30 19:" + Normal 14 IO NV 15!. 032 NIA NIA 18% 032 33 13 .: NIA Nacata1 X i9 25 NIA y 19% 0.42 3s 6 90 AFVir iS% 0.42 31 13 19 10 6 g0.AFY1E Z 30 I9 14 i0 AA 13% 0.50 . RTY. 1. ADDRESS OF PROPE 2. SQZJARE FOOTAGE OF ALL EXTERIOR WALLS: 7 3. UARE FOOTAGE OF ALL GLAZING: 4, ale GLAZING AREA(#3 DIVIDED BY#2): 5, SELECT PACKAGE(Q-- A p,.see chart above): AA OTHERMORE INVOLVED METHODS OF DETERMINING ENERGY R T' EQUIREMENS -NOV.,. ARE AVAILABLE, ASK US FOR THIS INFORMATION` BUILDING INSPECTOR APPROVAL: YES; N0; - q-forms-�80303a The Corrimonwealth of Massachusetts Department of Industrial Accidents =_ = Office Of10YOSti9aONS T 600 Washington Street Boston,Mass. 02111 Workers' Compensation Lunrance Affidavit oration: � G l� �•}• city C.F�11� � $I, r`�1 , phone# (� O I am a homeowner performing all work myself ❑ I am a sole r %etor and have no one worlds in ca achy %%%l//%%%/%%%/%/O/%///%%////%%%%%%//%//�/%%%%%%%%%/%�%%/�/D/%%%%%%%/ rovidin workers compensation for py a loyees working on this job. 1 }•Mfi:•ti{r t+ 41Yv.'.4:::{ti•Y f.{.;}:.}1 J:S•};: -\2Yi?;:C{ 3:}%' ?}:r Yy}?:ivf\}vw3 w•: I am an era g }>%.. <;. :.Y, ❑ P . .. ..:.::.::tv . ••.n:• : i.::r;.Y{.:4:;{-av::> >.•;:.,.,h.•+ :rl.,.}:.....;.,::r.•..;.i}» .::y::..N:.. ...}.,:r}'•.:i•:�?>"•.,,.:.:., ..........................:•:.nt.r v.:,:fi+}:.....:..a:t v..?.,,......c......,..,.....}:.....$.. .}:..:,}}:,:{•+::+::••}}<?'{:? ,......4.:.;rn.',.....:}.;...... ..........v.•:rvx......:........ .: .: ::}. ......:•:.n..:...�...,...:4...........,...............,.........r.!t,•.•.•...:.... r..•..Y..$....r....,••::•k...,•in•..•... r:;:3;4:,,:.;,},• •3•:i;:^r. ; ,.,........... .. .f...:...........r:..+.:f... v...:+?.r .......t......:•.v..................••::,,.:..{ ..4... :. ..: .rv..}. .,.... ,r..v .......:L.v: :4: `i •................v.................... ?.3.....r......:.r...,...,....... .............:... ...:.:..r:... ..,.4.r..:r. ....v.•;• :.... ,.{.Y• +.?"b'c$::yr s+•... ... ....,.r......, ........ ......L .:r.,r.:......r ....,... .. ..................:,-.., .:.,: ....:.. ...,ii}...3.t.. ,�. air•:-^"-•.3•?:•.3•::3{•:riF:>.};•;5:::aF+•YY•':}:•{.::?:.:. .fir.}�•r4 N:+%}3 :#:•.:•. 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S+:.rc r.....ry•:::.:n:v.:.,...,..: :?-::,.{.,r:..:n..,:•:.:.,• .. :•• {.,,!.4;?rrS."f:•'Y�.Yn. .:..::%: ..:{4:•'. .:n;•:.#;,•:v,ksTy.r.::r.}:.,SG:?:,. }.nrn.`,:.ln.,n. v:v:^{••n:v.�;••n:+i$v•»i '• :{.;;i'+�.++iv •rr::}....:+:}:v.;•.}Y:.r•:.vnnr.v}vv•:!z;:a}ri?•, 4.•Y.•?:•..,, .;?;;.. ;.�i.. v�TY... .r.n• :....n....,vN...;,4,v:••^:Y...v:/�'.Y+4}.{+L{\};n,;•}:%.:N v:'rv:r$}}{.:n{ r....;n.,: vY. {;h}i1::Y: �ll :Yt}}:y}}:+ .n..}. ;,...+•4;•:Cv'v .v;..,,lr:..; :..'>-r+'.:'.,,„r.r..`} r 1.�.v,F.?;�':$;n},T,ln,;{`r:•%:•:::•hi:;... ,N:::n.....1..';J:ir.?i:.•:...'k?': h..' {::}?!•�}:a.v:: Faflm'e to aecme coverage as regvlred raider Section?SA of MGL 152 can lead to the imposition of crlmfnal penaltia of a fine�to S1,SOO.QO andlor ons ycazs�imprL+onmeat�weli as civil penalties in the form of a STOP WORK ORDER and a 8ne o[5100.00 a day against me: I miderstand that a copy of this statemeatmay be fonrarded to the Office of Investigations of the DIA for coverage verification. I do hereby c DyMtOer the pains and penalties of perjury that the information provided above is true and correct;Date V Signature Font name I l �- Phone# ��' ��/® ��•"i'� IN official use only do not write in this area to be completed by city or town official city or town: petmdtaiceme# ❑Binding Department ❑Licensing Board onse is re nixed ❑Selectmen's Office [I checkitimmedtatereap q, ❑Health Department contact petaon:. phone#; - ❑Other Orfi:ed 9195 FIA RESIDENTIAL BUILDING PERNUT FEES APPLICATION FEE i New Buildings,Additions $50.00 85b,Ob Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPA CE 1 r504T _square feet x$96/sq. foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) 4-2 Deck ` x$30,00= ° (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee -� projcost Town of Barnstable CF ZME Tp� . Regulatory Services Thomas F.Geiler,Director MASS• sextasresi.� � 94,,,rE Building Division Tom perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ice: 508-8624038 Fax: 508-790-6230 HOMEOWNER 1410ENSE MAIPTICN Please Print DATE I0B LOCATION:. t c� al number 1 street qr village �/q "LidMF.owIv'ER": P1AL�il �/GG��J �� 50`(j 7 V® S-tLq (%S i t 0 Cye6WCO name f t home1 phone# work phone# CURRENT MAILING ADDRESS: t(o C�b p f)-tx_ cityhown 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.structuie's: A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under'the building permit. (Section 109.1.1) The undersigned"homeowner" assumes responsibility for compliance with.the State Building Code and other applicable codes,bylaws,rules-and regulations. -The.-undersigned•"lomeowner"certifies that he/she understands.the Town.of Barnstable Building Department.., ection procedures and requirements and that he/she will comply with said procedures and re en Signature of o ewwner Approval of Building Official Note: Three-fa;nily 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 EREMPTION - 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." Manyhomeowners 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 commuri ties 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 farm currently used by several towns. Yon may care t amend and adopt such a formleartification for use in your community. C* oFTMEr�. Town of Barnstable Regulatory Servides saxNsraaLr, Thomas F. Geiler,Director v � $ 1639. �,� Building Division �fD MP't • Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME LAPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERNUT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, , construction of an addition to an pre-existing owner-occupied •improvement,removal,demolition, or constru Y P g building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: V< &� � `�� Estimated Cost' Address of Work: i V awe, ce_�Ae-T Alp— Owner's Name: Dalo cition: Date of Apph _—-; I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law []Job Under$1,000 []Building not owner-occupied ffowner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME Ey9ROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY r I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. x i 2 p Date Owner's Name Existing Conditions in Centerville MA. Prepared For : Debra J. Weinstein Assessors Map : 189 Parcel : 122 Baxter, Nye & Holmgren, Inc. Community Panel Number : 250001 0015 c Registered Professional F.I.R.M. Map Zones : C Engineers and Land Surveyors Plan Reference : Plan Book 204 Page 117 812 Main Street Deed Reference : Deed Book 10,501 Page 337 Osterville, MA., 02655 FMe-(SM)4=4131 I.-(500)-429-3750 Owner: Debra J. Weinstein &b Nu6. Scale : 1' = 30' Date : 08/28/03 LOT 47 — — -. — - — — N/F LARSSON N 86' E 90.0000' 'r LOT 50 `'�?�b�STUC E a a LOT 54 LOT 52 \ < N/F RENEY ry0 TOTAL AREA , 16,457t SO. Fr. 0.38t ACRES � A �77.03, i O e���ti Y h p � \� LOT 51 , N/F DAVEY a c 5 =10.70. \ \ R=10.00P \ CB DH !0)� 1� � FND LOT 53 L=10.70' N/F TRAER&DONELAN \ R-10.00' \ ti $� 4, CS FNDH N 6, R¢TOO� DO 11rr��N T� / NOTES- ZONING STRICT: RC / FRONT ACK: 20' 00 SIDE& SETBACKS: 10' p• �O FRONT A : 20' �,�0• MINIMUM DTH 100' OVERLA DISTRICTS:- CB OH L-25.12' RPOD: RCE PROTECTION OVERLAY DISTRICT FND R-150.00' AP: A0U PROTECTION 1 CERTIFY THAT TO THE BEST OF MY IONOKEDGE THE OVI NG SIRUCRIRE SHOWN HEREON 6 IN COMPLIANCE WON 7HE APPLC49LE BARNSPELE ZONING DISIWCr SIDELINE AND SERIACK REOUINE10M 6 LOCATED IN RELATION TO 7HE MDNUYENIS SHOWN,AND 6 NOT LOCATED WNIHIN A SPE DAL FLOOD HAZARD AREA. REGISTERED PROFESSION&LAND SURVEYOR DATE 12/17/2003 08:29 915087906230 PAGE 02 The 'Town of Barnstable � al Department of Health Safety and Buvironrnental Services Building Division 367 Md o SbW,Hyenids,MA 02601 x: S08-Sffi?r4Q38 ELAN 508.990.6230 REEW Owner: A-'),.. lLl c map/parcel: _ q NectAftess: f�C�spa L)c LY, ' Builder: The hallowing items were noted on'reviewing: r eo� �.�'aM°J ZIIZA A 7 ly r 1nl • Cj rh r(3\j I �k-(2 V,C, �-Vl I Y) c&[e�,�?d ne RvA#wed byt-0 r,51�-,�Illn da iKl 50 Date: s P 1 3°-4w 1 2° it New FM amlOml Roomro New Deck 16 Clipper Lane E C) Centerville MA 02632 '13°-40 Telephone-,508 790 8918 timtudorocape.com wr.. AAlepcy ————�——— cony s� � . pw se36 830 � 16 Clipper LaneRemove EAsIng i i Remove i st8 EAsfing Centerville, Vod®m i i�^C�AGUng � B25 Bathroom Bedroom MA 02632 11 WaH oE>3 eE9 1 oE;e I TT L------------11 J I]! AND y Plan EAsIng EAsUng UAng Room Bedroom 1a D—bn may A- ME Ili Rubber Roof Copper flare Centerville nterville MA 02632 Thlephone,508 790 8918 timtudorocape.com �_2y'10@1(5" OCR Qs1� b v^ R-38 hsulatbn 10 Clipper Lane Centerville, MA 02632 ' 2X4 �—WO@16` OCR Section i 0" Concrete V-Ilruv k P 14bY, 2/! Guess -- C� NTS _ 4 r' �oonoo �oanoo /I oo�oo �I oogoa �j oo�,ao secdonl 16 Centerville Lane �? Centerville u�o �300 MA 02632 C� Telephone,508 790 8918 4 ttmtudor•cape.com 2 D-490 2 0-490 Vent Beam Pocket 16 Clipper]Lane _ Centerville, MA 02632 1 30-40o - 1000 r - - - _ II — — Section II C Asting Foo undatIon 12 D-btt 2009 N - JUL--07-04 14ED 17 :23 HERITAGE GROUP PLANNERS 500 790 0457 P,. 01 July 7, 2004 Jeff Building inspector for Centenzlle Dear Jeff, When I got humc today I found an inspection correction notice and I am a bit confused. It appeared that we were approved already on 7-6-04 by Binso according to our building permit. Please fired copy of building, pe.rxr:it following, In addressing the notice: We are finishing the siding this evening which will,weather-tight. . According to our plumber at L.F. Winslow, he will pull the permit and call for the inspection when needed acid he explained that it would take place after the wall board is up since everything comes up through.the floor., Concerning the crawl space and"Built to Plan", my husband, Tim Tudor spore with. Jeffrey Lauzon when be subrttitted the final plan in person on May 17th. Tease find a copy of'that plan following. My cell number. is 505-737-7396, Please call rise. We have cabinetry being delivered for installation on Monday, so our schedule is really tight. Sincerely, - _ i Debbie Weinstein and Tim Tudor n ,. '•z�.i:::. f': °'?.\i.x': ..i: :.,F.Aair �.w�, .T, ;.,a; °'i;.. 'I�tl . . ., ::Ir��, , , ,�':..,k<, .�,t�.ta:at.'a,i�•'..; z.. .�•'('.�.t" F:,..._ .fl\ Department of - Regulatory Services HARNS' ABLE, MASS. BUILDING DIVISION' 1 BY THI6 PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OP SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PePPr,,ANENTL.V EN' CROAGL-IMENTS ON PUBLIC,PROPERTY,NOT SPECIFICALLY PERMII-TED UNDER I HE BUILDING CODE,MUST BE APPROVED BY THE JURIS1xC.Ti0N,STREE i OR ALLE'YGA.ADES A.S WELL.AS DEPTH AND LOCATION OF PI BLIC;$EtvERS MAY 9E O@TAINEDFROM THE CEPARTMENT OF PUBLIC WORKS.THE IS$UANt;E OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM?HE CONDITIONS OF ANY APPLICA5LE SUBDIVISION RESTRICTiCNS MINIMUM OF FOUR CALL IN$PECTiONS pEOUIRED FOR ALL CONSTRUCTIO.4WORK: APPROVED FLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UN i IL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE_OP OCCU• PEAMtTS ARE REQUIRED FOR (READY TO LATH). PANCY IS RECUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL, PLUMBING ANO MCCH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BELN MADE, ANICALiNSTALLATiONS, A.FINAL.INSPECrION BEFORE OCCUPANCY. . � apa ® 5 1 a a- e BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS EL TRICAL INSPECTION PPACI LS 7��or f 2 z 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH 4 OTHER: _ SITE PLAN REVIEW APPROVAL Persons contracting with untegisteW CollnetojS- do not have access to the guaearrty fund (as set fort in IMIGL o.142A) WORK S14ALL NOT PPOCEEO UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THSiNGPECTOR HASAPPRQVEDTHP. STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VAFRtOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTWICA- TION. OTIED ABOVE. d 'LION. 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Ill+DIIf1U/I[n1nIU111111-tintotal r1111101111'iIIlGlllylul[IIlll�lt itilln'itllll�gil. r ill/1rnNIltIWf1l111� IIIIr IIAgtIr�glinpltlNU11o11n1■nl11fl11Clr111■rllnlftotalo,il! lll�[i111r111fIf11Ill Jill$11ri1111rIH11[IiIif11U611p11111111't11111If�In1111ifIr1111'�j'F Inlllltolloil/I Met o11111�I11111111rgnlfrHlll711lIrIllUrrr111t lot llrtl►orNl■111n11WUii! IIF,ftlnlft1u11'tt1:INli',iliirlU■YIII/lrrigro--HI:L9111r1[1lis1[ItilfoIIIll[nDl[Ilillrl' lll■IB■•iFllnrnn7rtnr.'inn. nnlrnnlrOnllrlllkrfll11r11111r11nIi111■1■11111■illrlrrfs Ill■Ifll►l1rIn1111 IF ill UIIULIrI11�IrNlftr111F,IR Ili 1R IgIMIlo11r111ra11■' Illilrlrlllf -:w. .ll . °F�HE��ti The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS. f679• �0 PrFDMA+� Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location J b C1 no-Pr- �V�' Permit Number r7(.(o S7 7 ry Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: V tx rrt kVAC! n t a5A 2 CoMD e PIuCA-,b,Act 0P e S r . .VPrl AC, r 1l� JAll (CFS WT r 1Zl�t.✓ f � �� Ph1 h4 A 1 i-(Y►GCCw N64 hBMAJ� t Please call: 508-862-40n3'8p for re-inspection. Inspected by �� ,f� Date 13'm4' 920 �... New InIn ROOM --- _ sw Dock O _ 16 Clipper Lane Centerville ----- MA 02632 Iblephone;508 790 8918 -- timtudorOcapecom M�Mle� im+l,lv DO 16 Clipper(Lane Remove® zF>!,; ;4 ,. LM Centerville,�l Existing i i Remo+® �9iu Existing Existing o 02632 I Slider I I"��Existing Bathroom Ex69�4an� MA TT Weil OnA I I i L-----------h------ II a Pla n Existing Existing Bedroom Living ROOM rrr 12 Decem6e 2M rr IIIB PLANNERS 508 790 0457 P. ►a 3 TOSvN 0F13A;RNSTABt.E BUI.i~,DING P.JFXX117'APP.1JCA` Map _ r d� II(a.N --,--_�_ Parcel— ��i dC S'�S� N7�y� p Health Division ALLtEp INCOMPLIANCEEdV1 ° t Be ermit# Yl� Date Issued Conservation Division 3 3 ��iVd0IVi�� B�,v.�L $S Coll ���, a3� Fee Tax actor ,. �'`t ;• Treasurer (� - v Zi- > 313 Planning pap _ i Date Definitive Plan Approved by Planning Board Historic-OKH preservation/Hyannis Project Street Address Village_ //� VIA Telephone rT, S L�D e'� Address - i1 , Permit Request � sc O --z C -a � C Square feet: 1st floor:existing_� Estimated Protect Cosi�1 ro ��` C,�-C Proposed ---� 2nd floor:existing _ proposed _ ._.,._. ^L_ --}--: _zoning District Flood Plain 'dotal new Construction Type fl o Sc��M ,P Groundwater Overlay Lot Size -- -- _Grandfathered: Q Yes ❑No If yes,attach supporting documentation. Dtirelling Type: Single Family •�Two Familyq Multi-Family(#units)V Age of Existing Structure ----- , Historic House: C3 Yes Basement Type: '4 Full C3Crawl ❑Walkout 7 Other No On Old King's Highway: ❑Yes X No Basement Finished Area Basement Unfinished Area(sq.ft) Number of Baths- Full: existing _ —�new Half.existing_ Number of Bedrooms: existing._ -�—�, new_ new --w Total Room Count(net including baths);existing First Floor Roorn Count. Heat Type and Fuel: Q Gas C3 Oil Q Electric Q Other_ y Central Air: p Yes d No Fireplaces: Existing _ New —�-� Existing arood/coal.stove: O Yes Q No Detached garage:Q existing anew size Boot:Q existing Q new size� gain:❑existing O new size Attached garage:Q existing Q new size Shed:O existing 0 new size. Other; Zoning Board of Appeals Authorization Q Appeal# Commercial Q Yes ❑No If yes, site plan review# Recorded Q Current Use Proposed Use Namel){� BUILDER INFORMATION A n n Telephone NumberM Address�Y License# Home Improvement Contractor# Worker's Compensation# _ b S-) W ALL CONST LCT10N MRIS RESULTING FROM THIS PROJECT WILL BETAKEN To PRQ,V DU.M O3 iAt cIGNATIIF?F ��� !:' �—P. = '�/_ L� ---DATE 3_- -- -1 -- *13 tg If Q co Iry a&V -'� s � � \ 4�- , , 'x ,tip n" 00 l '` o��` 1— In QO \ CD : �r }*1rx T � �, � � _ �•• 2- � �° per° vyy, y� O C y C b 90 } O .r• 4,70 mft rh a Crt T11E 7�,- s LL The Town ;639 department of Health Safetr� table D rra�° mod, • $� y and-Environmental Services 367 Main S g �VlSIOI� . Office: 508-862-4038 trcet,Hyannis MA 02ti01 .pax: 508.790-6230 Permit no. Ralph Crossett . e Building Commissioner Date n a 1 0jD hIOME IMPROVEMENTDAVIT SUPPLEMENT TO CONTRACTOR LAW , ERMIT APPLICATION h MGL C. 142A requires that the"reconstruction,alterations,renovation,repair.mode improvement,removal,demolition,or eonstrttction of an addition to an cnization.conversion, building containing at least one but not more than four dwelling units or to structures which are opted such residence or building be done by registered contractors,with certain exceptions,along with other adjacent to. requirements. Type of Work: O l9 2 YP ork• Dl xstimated Cost ifio Address of Work: Owner's Name: � ( e-(,A)� dal► Date of Application:,D`3 Q I hereby certify that: Registration,is not required for the following reason(s): ' []Work excluded by law [ Job Under$1,000 ❑Building not owner-occupied Owner ` - ' ❑ pulling Own permit , Notice is hereby given that; OWNERS PULLING THEIR OWN PERSUT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date C nlzacte ame Registration N e•.. o. OR _ Date Owner's Name - - Tile C'ommcinwealttr ojjkIassachusetts - al Acciclents --• De crrtrrrettt of industrial ^' 01nc�ollQycstd�rativos _ 600 Washington Street _r Boston,Mass. 02111 CY13 ation Lnsurauce Afffdav t Workers COW • r ui/;'/.'!/rr%///G//rote/'rl•r///i rir�_. J/y, • eu oc°tion, cif � ❑ I am a ham petfo>ming all wow�yscif= .• ,,,,,7 t,,�,,� OAC Fp07�1pp lIl a�.v � ynrwryrv�rm/Nr'f/;' �!i�fr`•ris.:,si/ r/.; •:r.. „/,.,i• fry' lamas,f le pit)pricyttn rd11Y 1�4Vi nd / ///N UJN1.rgJ.J.Jf�h �� �. / t7yeC �aorlcitig OA lh1S job /riG✓r, O• r w Zltcrs co �i I am an cmFl�vCr ding enS3�Qri fpr m9 t anv:name... t *�- �� �� ali ,,, ,f ,/• rJ !rr r ttn5'Y�t�CtSi't) ''/ rrrr., ...• '! r/'Jf/i� f /�� �� .G.'�J�1.G.�/�1.G.'�:ti�i/.lfJ.�//.wiii.Gc..4 •C� ,w�,.,.,r..,..,/: (] I am a sole prcpnctor,general contractor,or hon eWMer(circle one) and have hired the cxoat;aecor listed below whc have � 'on vo�crs w ensat� the i'olIa�ing �. ,P!? t < > .. . a. t s ..::. E htnne tf I1rflSSCt'CO: / / ♦/ / i//;f J/.,,�. ✓/� i / r/Gi�i/. �//J.✓r.Y ..: - -' � $ 1, } i. �7 :::':7%'. 7777777 a r � ? cT tv - gt7r8tlC ;; ,.. yam/,j`.q %�• Ui/H�.✓/:P%///J.6f//r /%f/�'/N/.��� iG4'•//Ji��/.%/� L�///3 r / Failure to yecum core=ge as requited tender Seetfon SSA of MGL 152 c mn Ima to the imposwan of cttmiaal p es of s one cp to$1, 00 tmd,'or me years'imprbonmed"well as ef►a pets lties to the forts of a nC) o[th2 K O`DER=d amor caverote o(Stlon.00 s day a=nin�t tn! I tmdersbmd 1}►ae o copy of this ttatcmr�may be forwarded to the OII1ee o f Investtga#am I do hereby certify Muter the palm=d penalt�er of erjwy t1►at the informationprm�ded above is Ow.and cvtrrd . Datme 3$ Sipa Print nme »` do not write in this arm to be cGTnVte d by city or omdal of�ciglust only •r. permiWeatst tt�„ �13tdldint il�epartmeat city or town:.-- �.� O Lie tt:II+K osnl•; ❑selectmen's Offla i�Chtcle if j.MnUsta response is regffiTtid QHtalth Ueprttsues+t contact prison' phone ih ri Other�� ovwd 9195 f IA) r , z STATE OF:RHODE ISLAND " ) r��.5 g+ �' �"�Y € - U "� ` :I i f i a"t4 ts� 51,t•0 Y eiR4 - t 4 r..k p i BUILDING CONTRACTORS'REGISTRATION BOARD �• ; r# :` t a This cercifWStthAc ^ a J t f' r r aron Pools & wSgas �x 4 • r A ' ., ' X" �`.. `h4a' _ � C _ . � i+ �� 1y'., eh., � V.l•ct C � is registered as provided by Chapter 5-65 of the General Laws Wr IN THE STATE OF RHODE ISLAND !' y* 556.9 31THY Jul 90 a7 I �aM NO. THIS DAY OF. y 19 Building Commissioner Chairman 44) s {� #' IT 4 ..r 14� •k, Y., - s;..�. t' ' i .y A�7 '}} ; E tk.. ' 1 a ,� �,t 8ta l �..t�' t k t+ - 1 ti { t { { `( ,��rxb$dw{rki�i£ 5Y.`Z• ff d'�IS;I w} 'r.� km�r-s`l• � .; �,'z{.' ., t �'• .,,, , •'h b}ii 5 t.:.. " t s �.�=:i>� t x.� l -,�i.Y 7 i�.e• "y i an,.�*�' Y'- � ",�'� t ry. r.'� �_ '.t�� y+xr' ;:�.� •i�.�s•,,'4�'� ��-"" 3,r ,1 5 s n,� x:,t : ". a r `.�xl,',>+.._ , /�/�L,, ..,r//SCTf'_. rs,' t;'k` �n !! ���T' a� ��ra[��?t t4 :�,:�.1.�r�,�,•,. sJ F (a.'i .n� .�+# .�y >� r 2r♦:is i.V 1GG �♦���Juueuu�o a��� f'I F`',� �� , "r r- �a 4 f.�I?i.7 t < 7;at s as Yf ,'.Y1a5i {!aa s4. r1Mf-r_ �'�:t:`gr�,>,R, ..,« �'1 0 •ti t:3 ,{�` kYj�1,�'g�,y ;�A•,`� (L xj}•r�4'+R"a'+.�1(:}:. � ,tt :- gt u�<'n.'1` ' *'.�i - .. 1 i�yn3 kg +��'y,�"1� r � � N 5W' "4 Y Y" �r'1 P. tt is, s•� •. a - F 5+n yr f .7 w t'i' yft'•�`�!�-���� a. .� � .n+�„� 'ar 4'*R{ix-,-}"': r 7>a+� > iOMdE; I[�P�ooVEEMh1ENNT �ONTRRA��rr��S' RSREGI l`R •[r0 x ,�"+'���1 , ," t ' tllicilhgegula�i;ons } , ,�, ya�l. 'l rr�`: ¢ m` f � ..*w- s tYr'F+ t v9"k ,v 'GJi1'r i v r.�QnA�As�hbur}ton kpl�ac.e. , .Roo '�3,0 t :'•1, ( X.e tir^r; �€., {^T .E3+. ate, a fig x ,BgSt011 assachuse}tS 10$ d {+ ¢{ ff+t t kkp � ; `f• } }� `��� ?' c 'P v r .rt� � R. rs + .. !y,-r�'� sr'' R�J!? '' � ��.)z x• ! �'. t ".� tP' Tg HOME rIMPROVEMENTfisCONTRACZ OR '6 s�$j3e ;v + �yy�. ) h " "'. -��° 'Y a e Y>lyk b..ZW".t (Nt j '., —_ ,.�y 1 k, {' 13i #tt Rey]stlon1.082�8+fir^1f Expi atd on77777708���1y4 a p# ,Type k PRIVAE�`pCORPORATIONK�r ' ,+ •` 1 p� 1,; q y, a s f ;, s . ' ytr- 'tij ibFs t V 0 CTO xt(f a sK 7, a r5n4Tw 3`,fi [ -�` 4AQy A �,r p^y+� ,z� ei �9�r p ■tQ][�brn P JpZ R (•�"�3'f'. •1`.. ...1.. 1•P f,,V. (y�� �h .I.F+ tM.LX�h1 Q'7( 1 � 7 S' 4"' k � r �{Cj,t>t�_R! �QOcl.V3 �, ,t AARON POOLS & :SPAS�INC Uri* y3 ; � I p F DIVA CORPORATION t�drr �:Q� MP6Y ,yNf 0 "— a59,7,??ySt.at:e eRoad,'' `c_ Corth;�Dartmo "th MFI 0 7'L�7 4 ; xC• •i.s x•, :1 4 R at v1ri A i 'tJs.xx' "'''J°t 4 l'4: E�'�'��jsy�?{ '"{ � ^e .t`,;N�Q��?� 8 R%h.Y+'f i'�r���Si.�'z9•tL _ .?� r >tir rY tar. Kf itx ,f(• w a.d-� 4i,"1.,rr,tt•'�yA � 'p, t d- I o 'r r .8 l v� 7 '#yE-.Ar:' ca#� z�.rg.3,r' •R,, -�� { ti:fir' '1'. � -S. r t,i v4 d°�E••:: r1q d x '� 8 �.i _ '"S• i,.�Qutsl+.l�:M�Z/4�f#..<:: t-,3. gk �4s t ,.yY... J-;..i_ Ur .. � , ... A /— � �' `. - x w rN�. � �—: �_- x-�rr�'.., i;y y�1��•i". up A t I`M P! t)f P001 TC.hl lJri f(.)fl r'l:AC.l ftM 1,101 , ._ , •' �.Aft 1�1r NY TOW M{1 O'103-1h1 ; - C. . COII I iZll(.I I f)M ::ilJh( RLJ V ,OR I I f;i N ( ;Wrl•IldaLe .x {MO/t1r NG C1i!%1941 1 D ,} cs 'F 8�, Rr'� �e '.. i „.� „f. r r Y i Ilrllut a M` ('r.rtl(v C { tia' ,S'�'}� k C li TAUNTON. M11 O 718• '- R : _ ND JUMPINGI I NO DIVING! ' shallow water. 7 .A You can be permanently injured. f • aw*uor rwtaw Manufacturer's Availability Schedule for Aluminum Side Decks""4 `���. s , Size of Oval Pool 12 x 18 1221 1224 Y 1524 1530 1833 1839t Fenced Pool r � Deck Only CARPETED DECK AREA', Deck& Fence n Code IN SQUARE FEET Code flk� PIN x.: SD*6 x 6 33 ft? SD"1218FP„ 66" Deep x 72"Longa w" SD*6 x 9 " . . 49.5 fts t r SD*1221 FP § � 66" Deep x 108" Long 2 . ryv,."�.gs. :.'k t't. dx`*' l f W xf --. ,y �:, t^S ,,'.• [ t.,., SD'6 x 12 �" D_*1224 VIM 66 ft2 �� ,f S FP x 11 11 5�.Y �iy'( �F ... f. .i*'�• � k14 t � #i. r 4i 4 � A 66 Deep x 144 Long ;rat� 1 ' �� S SD*6 x 15 x 82.5 ftz y � x YJ 1 .3 SD*1221 FP15 ` r rt 'r 1 � � ,t z 6 6° Deep x 180" Longs � +r� 82.5 ft' � � SD*.1224FP15r { .. , €: 82 5 ft' �� SD*1524FP15 x " :a r sS,. .ajy� s. �r •' t: a� �� 82.5 ft , SD 1530FP .„ F a 16 # 82.5 f1� SD*1833FP "};r * ^",3 8 3 �a�.,; d.#d �E?'r 61 boa Z d{ t a SD 6 x 20 I;�� "x �� pi , 110 ft Q f SD 1530FP20x -_.11 .,... '„A ' ,r ,� x^"� � J � •t a� 5 ar 66 Dee x 240 Lona � . ' * x x r � � 110 ft SD 1833FP20 , *`X. 5 �, A #t'.'+w •- {x'if TMd7,e+` �,, _ w.":' _ •� Pik " _.,• 110 ft� SD*1839FP20" �y k. ',•f'L',�`th�'t�x•31F`.-fa',�'.$ �a,,�z+ 'zt ?C4"7�.�w'� .�:��X����'§ } - "i ,y'k �� �s4 f'Y-+f;•,axe•'la•:r .SAFETY SIGNS SUPPLIED:ALL POOL USERS; DO NOT SWIM BE- HIND INPOOL LADDER;DANGER DO NOT DIVE;JUMP,SWING UP& r;Fr yr' SECURE LADDER;POOL CLOSED;DANGER-DO NOT DIVE OR JUMP. ., rx", D DECK SECTION:(1)PIECE PRE-WELDED CONSTRUCTION:ALLALU ` F k MINUM EXTRUSIONS.PRE-PUNCHED FOR EASE OF ATTACHMENT ' TO OTHER SECTIONS.FACTORY PRE-CARPETED-BROWN,BLUE; ' r GREY.CARPETED TO WATER LINE. f STRUCTURAL POSTS: EXTRUDED 1-1/2"x 1-1/2"HOLLOW ALUM1= NUM TUBES x 84"TALL. LADDERS:(2)LADDERS SUPPLIED:23"WIDE.INPOOL`LADDER AND c ) r `.% 4i t` F R '23*WIDE STAIRCASE LADDER r" r ` FENCING: DELUXE 1-1/8" OD ALUMINUM TUBING HORIZONTAL `n y . SIDE DECKk.k,� _: t � 'sRAILS.MAXIMUM PASS THROUGH 4"..SIGHT BARRIER AVAILABIL- ,; 4== a t ITY 80% AS MANUFACTURED. OVER ALL FENCE HEIGHT; 36" D 1218, 1221; 1224E INCLUDING:FENCE TOP RAIL TO TOP OF POOL RAIL. 1524 1530 k. ` >- t� x GATE:SELF CLOSING ALUMINUM GATE.SUPPLIED WITH KEY LOCK. 1833, 1839 TRIM: ALL ALUMINUM PARTS ELECTROSTATICALLY-POLYESTER y DRY POWDER COATED.GLOSS WHITE. • ". t , ` f€ �;,Y� E K.( REQUIRED: REMOVAL OF ORIGINAL TOP RAIL OR TOP RAILS ON POOL FOR SIDE DECK INSTALLATION. CAUTION" FIELD MODIFICATION MAY BE REQUIRED AT TIME OF r A INSTALLATION. x � r = -ALL HARDWARE,CADMIUM PLATED CLEAR CHROMATE COATING. NOT SUPPLIED:CLOSURES SECURITY DEVICES. DECK STRUCTURE: DECK DESIGNED USING A STATIC LOAD OF 65 LBS.PER SQ.F.T. J gts • 'i Product Safety is the joint responsibility of the Manufacturer and End User(Consumer). Failure to comply with all caution signs and all pool safety rulesmay result In serious permanent body Injury.These products are In conformance with the Voluntary Approved D£ % Standards for Aboveground/OnGround Residential Swimming Pools. ;ANSUNSPL4 or latest approved revision. r< CAUTION: THESE POOLS AND DECKa COMBINATIONS ARE to-DECK GADDER' DL58 23 DESIGNED FOR SWIMMING ONLY. THEY ARE NOT DESIGNED FOR , 8-IN-POOL LADDER DIPLA 4 DIVING OR JUMPING.DO NOT STAND,SIT OR WALK ON FENCE RAIL. C-ALL DECKS CONTAIN FENCING AROUND DECK;`, � CONFIGURATION ONLY � " D-FENCING PACKAGE AROUND ENTIRE POOL OPTIONAL-" ` x . E='SELF CLOSING GATE.SUPPLIED WITH KEY LOCK n.. - 0 DECK ENTRY SYSTEM-DL58-23DES OPTIONALWITH >r £max ` ALL DECKS t' a r © POOL ENTRY'ENCLOSURE SYSTEM PEES AVAIL I p, ", 'ti • ALL DECKS/POOLS 1ltitt UI GVVV lUL VLa VL- t it a, u i TR. z /q - ) err xt«.. r'•+,et ti.t:,r#� F (, i•14'c3>7Y K 1 .I l��n ! �.�• � f t � ^y ! � J f �^',^,�..r �.i .,y ., f r •I� •� 'A�J`:i�r /�y�,�y��� �lr . <� 1^!4i r C } C �rR Yr .tir �.^ q^� n •� lK•, 7�'.. , '• .8d;1.'!.y .. 0.7 �VA;�—O- 71 V� PRODUCER f L + . /THIS!CERTIMCATEmS ISS EDtiAS AJMArTER OF;tNFONPOJ NTE JR, 7NS , {u ;ONLYI AND 'iCONFER3'^(tNOt RIQlit$ 'UPON�'TNE!;CERTIFlCAT$ + HOLDER THIS Cl~R77F1 TTs,r CBEs NOV AMEND,-,EXTEND.0 , ALTER .THE 'COVERAGE AFFORDEDBYf TH ICIES BE 0 " t r 1777 PLEASANT ST t� y . 3 A L W - f a NIE AFFORDING'COVERAO `� ,rr�$x� t f -TILL RIVER t�11*0?72� F O P � S ,. , J I I4 r , ti JC ti•7yrr * {y'dS& +jt;:•n{i! u -rat ;,Jd}rev qt`>' Fc OMP{WY A y ,HA�2T)~'ORD INSURANCE ��q COMPANY* I e F ' y+, 4 k Y "1 1 r t?n1'Q '•t . AARON POOLS. t z & S1�A S INC F. k COMPANY: s. ,597 STATE RO �4 C t{ r Yr N7� a _ ✓ ,e IJAI21"li\itJ . 1✓,J°L 02747 ,a COMPANY'" /� tp� t I Y •VOVI:fiA -•..---t a i •r-• •^•-r•-++^r +i�_..'•'="�••T.�,sr-••• 1♦ •CZ,F...... t>'��1 :✓d�:�' `:.s. .♦ n^r `.'.i,iv...p.::...a.'•C.F i'••a':"p•:r.7,«i\.r.'Yi.. .''^i,'„l..a«,�.'\e�,.�t��`/it,''.+�1.•tr�,•'•��s•,'�7R�' � H INDICATED,: NIS IT TO CERTIFY THAT T'NE POLICIES OF INSURANCE USTEO BELOW NAVC 9E[N ISSUED TO THE INSUgED.NAMED ABOVE FOR TTIE?OUCV pER100� a�d�' CER71ICANOTWITHSTANDING ANY Rt OUIREMI NT,TERM OA CONDITION OF ANY CONTRACT OA OTHER pOCUMEN"f WITH RESPECT t0 WHiCH:.THISV t ty air EXCLUS ONS AND CONDITIONS OF SUCH PCLICIE$HLIMIIS 8HOWNAMAY HAVE 8[EN FIEDUCED BY FA DI BED CLAIM&.'EIh iS SUBJECT TO AU;TH4 TORN$, ^ ( +Jc CD i TYPE OF INSURANCC a! . 'f POLICY EFFi d a i a6e w LTR I POLICY NUMDCR* C11VE POLICY EXPIRATION a r ! I DAT£(flld/pON LATE(MMiDA/YY) .! LD1feS 4GENERAL UABILtTy GENERAL AGOREGATL�:` I �CCNAIGHC4U GENC•HAL LM LJTY y ! PRODUCTS'-COMPW AOGI S ' f a j CLJiiMS A1AD$ OCCUR I e I —: ���(I( i ° I PERSONAL X AOV WJURY' JOWNER$i CONTRACTCR'S PRO'f s� jY ( I ! 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O THE LEFT! ., r BUT FAILURE TO MAIL SUCH N07{CC SHALL IMPOSE NO OBLIGATION OR UASDJTY'�I` h, OF ANY KIND UPON THC COMPANY ITS AGENTS OR REPRESENTATNE9 i dTs i II .I rL t i r AUTHORIZED .REPRE,$ENYATIYC f a IACGRD.•25•S�•(1/95), BERiV'ICr� :GtAYLOrZ dSACORD:•COf2PbR 4 ATI N; 19B8I „,, �- C s ! ! ,, � LOT 47 N/F LARSSON ! / ! , I ♦I �I N 8590. 39'30r E i ti a � �♦ >> GARAGE UNDER •s CONSTRUCTION . LOCATION DATE. i LOT 54 lv 05-18-2009 l / X N/F RENEY a LOT 50 ;N/F , STUCKE ? LOT � � m TMAL 16.�57t SQ. FT. A / \� g 0.W* ACRES y ��. yt` s- �' G , I-T /�1�L� y�' • i LOT 51 m I N/F DAVEY s 0.7W iitaoo' / _ CB DH 16Ofinwr Lane .,� FND Ce rville Ala.,OM2 LOT 53 N/F TRAER do DONELAN �- PRMARE6 FOR R;ate '� rim ''Tudor 16 Cl#pper Lane '� �'• - Centerville, Ma., 02632 �`�• ► '� ` 500. 7•7014 • �� * / •- , °�` • ;�. Q Certified Plot Plan FND k# CB DH V0 #0� (� BAXR'ER NYE ENGINEERING & SURVEYING Cr) • Registered Professional Engineers and Land S urve ors I �, dam 78 Nolotreet-3rd Floor, - • � � Hyannis,Massachusetts 02601 • ,� s Phone (508) 771-7502 Fax (508) 771-7622 co N N / ♦ � �� NOTES' �? ♦ �� 30 0 30 60 ZONING DISTRICT: RC mmmw FRONT SETBACK: 20' o �y ,�- �- SIDE do REAR SETBACKS: 10' SCALE IN FEET FRONTAGE: 20' SCALE; 1 30' J00 za4 • MINIMUM VADTH 100' • OVERLAY d � � DISTRICTS: CB OH L025.12 RPODt RESOURCE PR OIECTION OVERLAY DISTRICT R15a00FND ' AP: AQUIFER PR07EC71ON v- DATE: 05-18-09 CD i CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN'HEREON ARE IN COMPLIANCE WITH THE APPLICABLE BARNSTABL.E ZONING DISTRICT SIDELINE AND SETBACK ' ``' REQUIREMENTS, AND ARE LOCATED IN RELATION TO THE MONUMENTS SHOWN. E CPP N ?4 THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. cis '�° REMARKS BY. ARE BY: BY.. XXX IDRAWING NtAW w ,. S t5 09 18 09 O: 20 g 9 2009-014 SU WORKSH 2O09-014_CPP.dw / RPLS N NW ENGINEERING & SURVEYING DATE 2009-014 0 rn