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HomeMy WebLinkAbout0023 EAGLE LANE ,ma c 419 Aje . a q i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION L'AppliCjtMap Parcel onn � Health Division Date Issued 3 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board C?h g-113 Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner —7 Address Telephone .Permit Request 7-0 Ta GA61-e-end 3 s/Z 1 >1 -2-1 7-ks 1,5 �6TJmc11 Square feet: 1 st floor: existing/`GQ proposed -e9- 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay :Project Valuation Construction Type A4W Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structured z- Historic House: ❑Yes No On Old King's Highway: ❑Yes AtNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) s Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing w Number of Bedrooms: existing _new w Total Room Count (not including baths): existing new First Floor., 0'.Om Count, Heat Type and Fuel: Id Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces Existing New Existing woo /coal stow;: olYes ❑ No Detached garage: ❑ existing, ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing-�b nEW size Attached garage: ❑ existing . ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ,Current Use --- -- - ---..Proposed Use -= -- t APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Telephone Number s 33 `/ e Address License # a!!� a 0--3 't Home Improvement Contractor# Worker's Compensation # 26 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ✓��� FOR OFFICIAL USE ONLY APPLICATION# rr � . DATE ISSUED is MAP/PARCEL N0. i i" ADDRESS VILLAGE j OWNER DATE OF INSPECTION: t -FOUNDATION; . n FRAME INSULATION x FIREPLACE F • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - r vcy . . _ .. The Commonwealth of Massachusetts Department o Industrial Accidents P .f -. - - Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apnlieant Information Please PrintLegibly Name (Business/Organization/Individual): %vTy J-ram ��i/ ✓� �/2( ,, l�G 9 Address: City/State/Zip:. ,e-e Phone #: 331/1 Are you an employer?Check the.appropriate box: Type of project(required): 1.>q I am a employer with 4. ❑ 1 am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers'comp.insurance comp. insurance.1 required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13�Other �// lf� 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.. I am an employer that is providing workers'compensation insurance for my employees. Below is the.policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: . -0 O Expiration Date: Job Site Address: City/State/Zip:�"G���✓ .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$1,50.0.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DI for insurance.coverage verification. I do hereby certify under the pains andpe allies of perjury that the information provided above is true and correct Si afore: Date: Phone# Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle.one): 1.Board of Health 2.Building'-Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other _. Contact Person: " Phone#:" 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,construction 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 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 perm it/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 sliould 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. #617-72774900 ext 406 or.1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia s ACC CERTIFICATE DATE IMMI IDIYYYyI OF LIABILITY INSURANCE 09/05/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING (NSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificat e holder Is an ADDITIONAL INSURED;the pollcy(ies)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the Policy,certain Policies may require an endorsement. A statement on this certificate does not Confer rights t0 the certificate holder In lieu of such endorsement(a), PRODUCER CONTACT Mark Sylvia Insurance Agency,LLC NA one Ostrnwskl PHONE —' 404 Main Street �eIC.Na, 5w( 08)957_2125 Loa:508 957.2761 �Doa@ mark marksylvlainsuranoe.com _ Centerville.MA 02632 INSURER(9)AFFORDING COVERAGE INSURED INs4ReRA;Farm Family Casualty Insurance " Timothy Gray Building and Remodeling Inc .!NSURERB: 68 K Nicoletla's Way !NSURER C: Mashpee.MA 02649 INSURER D: INSURER E INSURER F r COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ILTM TYPE - POLICY F POLICYEXP - R POLICY NUMBER MMIDDIn LIMITS A GENERAL LIABILITY 2001XO540 2/26/2013 2/26/2014 EACH OCCURRENCE $_ 1.000 OOQ X COMMERCIAL GENERAL LIABILITY 13ALIAUF TO RENTED PR.q 1�E;S LF. omwrr.9ace,I_.,, s 50,000 CLAIM"ADE XX OCCUR MED EXP(Arix are Pygpn S —• PERSONAL&ADVINJURY $ lENRPALAOGREGATE $ _ 2,DOO.DOD GEIYL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/0P A00 $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINEDSINOL LIMIT eDU_.. ANY AUTO BODILY INJURY(Par person) ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Pof exidenl) $ _ HIRED AUTOS IAVUUTOSWNED PR RTY DAMAGE is UMBRELLA LIAR OCCUR EACH OCCURRENCE _ $ EXCESS LIAB _ CLAIMS-MADE AGGREGATE S DEO RETENTION$ $ A WORKERS COMPENSATION 2001 W6340 10/15/2012 10/15/2013 uvc sT M orH- AND EMPLOYERS'LIABIUTY Y/N xO s LI X ANY PROPRIETORMARTNEMEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 (Me DFFndatory In ERIMEMNNE EXCLUDED? N I A If yea deealDe under E.L.DISEASE•EA EMP4QYl; 1 1.000.000 0 RIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT $ 1.D00.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Aeeert ACORD 101,Additional Remarks Schedule.It more spas Is required) Carpentry Timothy Gray is Covered by the workers compensation policy. CERTIFICATE HOLDER CANCELLATION (506)790.6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS, Hyannis,MA 02601 AUTNORIZEO REPRESENTATIVE •• 01908.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/06) The ACORD name and logo are registered marks of ACORD FTIiE T Town of Barnstable o. Aty ti Regulatory Services MASS. g, Thomas F.Geiler,Director s6;q. 1� 9 Building Division Tom Perry,Building Commissioner ' 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize V m 7 to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. a v --- Signature of Owner Signature of pplicant Plririt-pNanie Print Name J to QQFORM&OWNERPERMISSIONPOOLS 62012 YM ram, Town of Barnstable Regulatory Services BAMST,mIZ, « Thomas F.Geiler,Director Mass. 94, i ,39• ,�� Building Division AIFD MA'f A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village r "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures.. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such ,"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,-that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) c� The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the Stat;Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor 1 & 2 Famih License: CSFA-046234 TIMOTHY GRAY 68K MICOLETTXS VW MASBPEE MA O'264 I i Expiration Commissioner 11/30/2014 �e (po�rrvrru�udea�o�Caac�ivaeG�� _ _ _ -� Office of Consumer Affair`s&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: UVe;gistration: 102634 Type: Office of Consumer Affairs and Business Regulation iration 7/2/2014 Private Cor oratt Ee, 10 Park Plaza-Suite 5170 a. p i Boston,MA 02116 TIMOTHY GRAY BUILDING&REMODELING Timothy Gray J ' 68:K NICOLETTAS WAY ' Mashpee, MA 62649 Undersecretary i er' Not v .Without signat r 0 4 GT; //vS% lT O�G ,�i�c�evl�� �//i�dr� Z�r� �a�Z� melee wr L ;3 1 r' 11 IJ& Ca ��t"�Tti tt Town of Barnstable Building Department - 200 Main Street t ASTABLE. * Hyannis, MA 02601 6 ' (508) 862-4038 rFo M� Certificate of Occupancy Application Number: 201105825 CO Number: 20120122 Parcel ID: 002002642 CO Issue Date: 09106112 Location:, 23 EAGLE LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE,LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed r~` - a TOWI aARN Ala_ Buildin g-- 20115�25 • 'sAxxsTASLE, Issue Date: 10/21/11 Permit MASS. i639� ��� Applicant: BAYSIDE BUILDING INC rF�MA.1 a Permit Number: B 20112315 Proposed Use: DEVELOPABLE LAND -� Expiration Date: 04/19/12 .` ' Location 23 EAGLE LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002042 Permit Fee$ 994.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 195,000 -• I Remarks l :.} I APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM,2 BATH RANCH WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 9 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A ># CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH `';j Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILL15,MA 02632 "s Application Entered by: RM Building Permit Issued By: G THIS PERMIT CONVEYS NO RIGHT TO OCCUPY,ANY STREET,ALLEY OR SIDEWALK OR ANY:PART.THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS:SON PUBLIC PROPERTY NOT .v{ SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS'WELL AS DEPTH AND LOCATION-OFTUBLIC SEWERS MAYBE OBTAINED'FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT�RELEASE THE APPLICANT FROM THE.CONDITIONS OF ANN'APPLICABL9 SUBDIVISION c }1 RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 44 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). ' ! 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. rt PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS C 1 �V 3 1 Heating I`nsnsspection Approvals 1R Engineering Dept Fire Dept 2 Board of Health CL+ - ., AL(✓ ' S 4 �pINE r, Town of Barnstable BARNSTABLE. ' Regulatory Services 9 MASS. g i639• Building Division prFD M1pl a, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection i i Location 23 �'�rscF Glk-n-- ('TT Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 5-7- (/9 e AJ A-1 C-- /4e(�6 l 1 5--rs 4 7- 679;�' cam' 0!, -i-v S�Q su-L.w- r6 V-- Please call: 508-862- for re-i spec A. Inspected by Date ' I i r f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map OIwZ Parcel �0 0/ Application # Q6.1:1 6 S'gaJ Cy Health Division _ _ Date Issued Conservation Division ;: Application Fee Planning Dept. d ►o- vd•21 Permit Fee t 16 l -,5b Date Definitive Plan Approved by Planning Board A, . ._ �Historic - OKH_ __ Preservation / Hyannis__13 (!F- Project Street Address Village t L',d7 1 iT 0'aa TrJ J-r- i=&?U r 1 A L / (' Owner_ LLC _ Address rest/ I 'Telephone— Permit Request _TC� 6,jV S'TZMGT t4 3 64'-bWZ7,,144 a -� �J7-t1 /� ��f% Itli-T-4 411-' Square feet: 1 st floor: existing proposed 19 2nd floor: existing proposed _Total new 1735 Zoning District � `L, Flood Plain � _Groundwater Overlay CID _ . Project Valuation ��95��G Construction Type VAA/-q/I diF Lot Size S 7 Grandfathered: ❑Yes Ulo If yes, attach supporting documentation. Dwelling Type: Single Family...Y Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes YNo On Old King's Highway: ❑Yes UrlGo Basement Type: Z Full ❑ Crawl [Walkout ❑ Other _ Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) / 73 3 Number of Baths: Full: existing new Half: existing 0 new h Number of Bedrooms: ©_ existing _3 new Total Room Count (not including baths): existing _ new 7 First Floor Room Count_ Heat Type and Fuel: LU-4as ❑ Oil ❑ Electric ❑ Other_` Central Air: U<(es ❑ No Fireplaces: Existing New / Existing wood/coal stove: ❑Yes I,< D +.ached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ A ached garage: xisting new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal #_ Recorded ❑ Commercial ❑Yes ®'No If yes, site plan review# Current Use V Lar Proposed Use APPLICANT INFORMATION 9 (BUILDER OR HOMEOWNER) Name CG Telephone Number 7-71— Address _ License # _ 1-421,o3J- Home Improvement Contractor# Worker's Compensation # GU6 0073 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 J ,�Oe� _ ®ATE SIGNATURE r l-� ��3 /( r . rt FOR OFFICIAL USE ONLY t: 'APPLICATION# 0 DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE.- - OWNER rR ,q DATE OF INSPECTION: I � FRAME s Sa tt INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:- ROUGH 4i' " '" FINAL `I=INAL BUILDING''=` 6 } - a k - DATE CLOSED OUT ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts Departinent of Industrial Accidents x Office of Investigations ' d 600 WY shington Street r Boston,MA 021I1' www.mass.gov/dia Workers}Compensation hisurfnee Affidavit: Builders/Contra.ctors/Electricians/Pliimbers Applicant Information RR Please Print LetRibl y NaMe(Business/Organization/Individual): Y-5 1J d I-Al ` Addressps City/State/Zip: �' iQ l/IL1 /Yfj4 Do7MZ. Phone.#. S� "77/ l D Vf Are you an employer? Check the appropriate bog: :Type of piroject(required):, 4. I am a general caRtraetox and I 1.0 I am a employer with 6. n New construction . 'employees(fail and/ part time).* • have hued the sub-contractors 2:El I am a'sole proprietor or.partner- listed on the'attached sheet' 7.:[]Remodeling employe ship and have no es These sub-contractors have g, [].pemolition employees and have workers' working for me in any.capacity. , D Building addition o workers' coin insurance. comp.insurance 9 p' 0 Electrical repairs:or additions 5, [] We are a corporation and its 1 .required.] :. 3.:❑ I am a homeowner doing ill-work . officers have exercised their 11:[]Plumbing repairs or additions Myself,[No workers' comp. right of exemption per IvIGL 12,[]Raof repairs c, 152, 1(4),and we have no insurance.requiredj t § O. . 13;E]Other ' employees. [No workers' • comp. insurance required.] *Any applicant that checks box K must also fill out the section below showing their workers'compensation policy inforrnation. t Homeowoers•who submit.this affidavit indicating they are doing all workand then hire outside contractors must submit anew affidavit indicating such ;Contractors that check this box must attached an additional sheet showing the.neme of the sub-contractors and state whether ornot those entities have • employee s• Ye sub-contractors have employees,they must providb their workers'comp.po4gy number. I ani an employer that is providing workers'compensation insurance for my employees. Belotu is.the policy and job.site' information. Insurance Company Name: �e /4 /A/s weF0ar3va�- Expiration Date:-: policy or Self-ins.Lic, I /•oZ City/State/Zip:• 71 ,lob Site.Address: :�3.. � � L. N ' Attach.a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). 1 ailure,to secure coverage as required under:Section 25A of:MGL c. 152 can lead to the imposition of criminal penalties of a fine.u nt p to$1,500.00 and/or one-year imprisonme ,as well as civil penalties in the form of a:STOP WORK,ORDE..R and a flue of up. o$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 ' X do hereby certify under the p'Alus_a enalties of perjury that tke information provided above is true and correct. Signature: ..� � Date .Phone#: `7 r� '' / a Vy Official.use only. Do;not i0lte in 'his area,to he completed by,clty or town official - City or Town: .Permit/License# Issuing Authority(circle one)- 1,Boarii of Health 2.Building Department 1 City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector . 6. Other Contact:Person: Phone#: .5 All Cape Garage Door 06/01/04 10/07/11 06/01/04 04/01/1.2 Aluminum Products of Cape ... 08/15/04 0.4/15/12 .: 08/.15/04 04/15/12. Anthony Averinos 07/20/04:. .03/01/12, 07/25%04 03/01/12 Cape Cod.Marble'& Granite 07/01/05 07/01/l l 08/16/05 04/16/12 Cape Concrete Forms - 06/05/07 09/29/11 12/07/07 03/01/12 Carpet Barn Inc 01:/0.1/06 05/0/111 01/01/OS 01/01/12 Casella Waste.Manageni 04/30/08 04/01/12 05/01/08 04/Ol/:12 Chaves, Robert: 08/13/04 08/13/11 12/17/11 12/17/:11 Christopher Costa;Inc. 01/22/08 08/27/11 .02/06/12 02/06/12 Cornerstone dba:TOny Arede: 03:/10/06 10/22/:10 02/01/11 02/01/12 Coy's Brook, Inc 04/24/04 04/2441 09/21/04 : 10%01/11 Davids Building &Remodel 01/O1/07 01./01/12 06/14/04 03/01/12 D.P.;Fuccillo Construction Inc.: 10/20/06 10/20/11 10/20f 08 10/23/1:1 AA Govoni Land Services 05/31/04 03/01/12 07/04/04 03/01/12 Hill Construction 04/29/07 04/29/1:1 08/14/04 . 08/14/11 Kitchen Appliance.Mart 08/1VO4 08/12111 01/01/05 01/10/12 MAP Insulation 10/01/07 10/01/14 10/01/07 10/01/11 Meagher Bros::Construction(DECKS) 04/25/09' .03/24/11. 11/09/08 03/10/12 Meagher Construction(ROOFER) 06/19/04. 04/01/12 06/23/04 04/0111 Morse's.Masonry 03/10/07 03/10/1.1 . 10/11/08 10/11/11 - Reed, Mel' 07/21/04 04/01/12 07/21/04 04/01/12 Steven Johnson-`SMJ Carpentry 04/25/04 10/26/1.1 '04/25/04'. 10/26/11 Whiteley, W. :Vernon 10/01/04: 10/01/11 10/03/04 10/01/11 Wood Floor Specialists: 02/03/08 02/03/11: 02/03/08 02/03/L2 - tioF,HE� , Town of Barnstable Regulatory Services rB MS&�'$ Thomas F. Geiler,Director m Builcling Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 607V17 &0a1'iX6(-e t `r dS1116 LLC I, �l �' / � �i� , as Owner of the subject property hereby authorize h/g Y51 DE Soff= � :/��' to act on my behalf, in all matters relative to.work authorized by this building permit application for: (Address of Job) Signature;Of Owner Date Print Name Q TORMS:OWNERPERMISSION M a, aidiei:setts= Department of Pi.blii "-det Board of I3 itdan,Re,uIa.fl( t� ;in 5, aatil:ar it License: CS 5645 Iestricted to: 00 j BRIAN T 0 IbE'Y PO Box 95 CENTERVILLE Iili, f12632 Expiration: 4/19/2012 Tr-: 21209 Restricted to: 00 00- Unrestricted 1G-.1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Refer to: VVVVW.Mass.Gov/DPS TempParcelEdit Page 1 of 1 �. F �.. f -w ' . Oil q / q Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 042 Street Number: 23 Unit: Dev Lot. LOT 42 Road Name: EAGLE LANE i T/R: i• Sec. Road: __._.__..._.w.,......_......„� as a� T/R: �s Villlage: 07 - Cotult F Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/69 75 (APP 7-62) Date Added: .... Updated: Upd e Delete^ Add Anot�he http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE SURFSIDER MODEL+ SUNROOM Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance: Passes using UA trade-off Compliance:4.1%Better Than Code Maximum UA:290 Your UA:278 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 0.0 50 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E TOTAL WALL:Wood Frame,24"D.C. 2060 21.0 0.0 102 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 150 0.310 47 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 30.0 0.0 49 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date f Project Title:THE SURFSIDER MODEL+SUNROOM Report date: 10/18/11 Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUN ROOM.rck Page 1 of 4 I REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Project Title: THE SURFSIDER MODEL+SUNROOM Report date: 10/18/11 Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 2 of 4 i (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Fi Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. Fi Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 118.6 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 177.8 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 88.9 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 59.3 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Ll Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Project Title: THE SURFSIDER MODEL+SUNROOM Report date: 10/18/11 Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 3 of 4 Lj Heated swimming pools have an on/off heater switch. J L Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;typa and efficiency ofspace-conditioningan water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: THE SURFSIDER MODEL+SUNROOM Report date: 10/18/11 Data filename: C:\Program Files\Check\REScheck\SURFSIDER+SUN ROOM.rck Page 4 of 4 2009 IECC Energy Eff iciency Certificate Insulation . Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL+SUNROOM Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)....................................................................................................................110 mph Q WindExposure Category.................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 2 stories 5 2 stories Q Roof Pitch...........................................................................(Fig 2)..................................................12 5 12:12 Q MeanRoof Height......................................................................(Fig 2)............................................... .:..16 ft <_33' Q Building Width,W................................................................(Fig 3)..............................:....... ... 24 ft <_80' Q Building Length, L...............................................................(Fig 3)....................................... .....aft <_80, Q Building Aspect Ratio(L/W)..........................:.....................(Fig 4)................................... . . <_3:1 Q Nominal Height of Tallest Opening2...........................................(Fig 4)..................................................6'-8"<_6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...............................................................:.......................................................... Q ConcreteMasonry ..................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'•3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onlyi Bolt Spacing—general ..........................................Crable 4)...................... 45 Q............................ Bolt Spacing from endfjoint of plate:............................(Fig 5).........................................12 in.<_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)..................:.............................7 in.>7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_15" N/A Plate Washer................................................................(Fig 5)...............................................>_3"x Y x'/" Q 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension....................................(Fig 6)......................................................9 ft<_ 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7).................................................... ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)....................................................—ft <_d N/A FloorBracing at Endwalls....................................................(Fig 9)......;............................................................. Q Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness..................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening...................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)...............................8 ft <_ 10' Q Non-Loadbearing walls.................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall Story Offsets .........................................................(Figs 7&8 ........................=ft <_d N/A .A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.......................................:.................(Table 5)........... ............................2x6-8 ft 0 in. Q Non-Loadbearing walls..................:..............................(Table 5).......................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs......................................:......(Fig 10):...............:................................................. Q. WSP Attic Floor Length................................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length .........................:...............................(Fig 13 and Table 6)....... ..............................8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6).....,......................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)...............:..............................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...........................................6 ft 0 in.5 11' Q Sill Plate Spans .........................................................(Table 9).............................................3 ft 0 in.s 11' Q Full Height Studs (no.of studs)....................................(Table 9)............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)...........................................9 ft 0 in.<_ 12' Q Sill Plate Spans............:...............................................(Table 9)..................................—ft—in.<_ 12" : N/A Full Height Studs(no. of studs)..................:.................(Table 9).....:........................ ...... ..............:......3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously,' Minimum Building Dimension,W! .q Nominal Height of Tallest Opening. ........_.................................. ...... t..... ......6'-8"<_6W Q SheathingType..............................................(note 4)...................... .......... ......................WSP Q Edge Nail Spacing..........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing..........................................(Table 10)................................... ................12 in. Q Shear Connection(no.of 16d common nails)(fable 10)......................... . 4 Q Percent Full-Height Sheathing.......................(Table 10)..................................... . ....... Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L �Z Nominal Height of Tallest Opening2...........:..........................................................6'-8"s 6'8" Q SheathingType..............................................(note 4)...........................................................WSP Q Edge Nail Spacing......................................... (Table 11 or note 4 ig.. ........1.3 in.. ...... .Field Nail Spacing..........................................(Table 11)................ .......... ....12 in.Shear Connection(no.of 18d common nails)(Table 11)................ :.. 4Percent Full-Height Sheathing.......................(Table 11)................ �.... .......5%Additional Sheathing for Wall with Opening>6'8"(D N/A Wall Cladding Ratedfor Wind Speed?......................................................................................:........................................ Q AWC Guide to Wood Construction in High Wind Areas:110 mph .Wind Zone• Massachusetts Checklist.for Compliance (780 CNM 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ........:...........................................(Figure 19)...............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)...............................................U=236 plf Q Lateral........................::....................(Table 12)...............................................L=176 plf Q: Shear......................................:........(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21.... (Table 13).................:..............T= plf N/A Gable Rake Outlooker..........................................(Figure 20).............._ft s smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)..............................................U= lb. N/A Lateral(no.of 16d'common nails)...(Table 14).......................................L= - Ib. N/A Roof Sheathing Type.....................................................(per 780 CMR,Chapters 58 and 59) ............ Q Roof Sheathing Thickness................... ..........................................................................5/8 in.>_7116"WSP Q Roof Sheathing 9 Fastenin .............................. (T 2 able ........... ..................................................8d Q) THE SURFSIDER MODEL+ SUNROOM MEETS.THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CM 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. 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 'A WC Guide to Wood Construction in High Wind Areas:-110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -MEN THIS EDGE RESTS ON FQiAMING VW8d NAILS AT6'o.c. 11 11 11 11 IF 1 !I 11 11 1 u 41 it 11 11 1 tl It 11 11 Ir II 11 11 ' 11 11 11 I 11. 11 1� V 1 11 Il - 1 II Y 11 N. 1 O 71 N. �- - ii m it 11 a t r 11 u m I r QD f1Y Il rl Ir g r Q Ir 0 t1 -1r 1 LL7 =r r. it It W ii ii g 1 CL II Q tl Ir Nj 1 11 �J rl 11 gr 1 11 d II it W 1 - V II 71 11 11 11 t II Ri It tl H� 1 . J t • 1 � I I tl 11 - r � II 7r e tK"JOLE tDGE NAILSPACWG PANEL d � v See Oetail on Next Page Vertical and Horizontal Nailing for Panel Attachment, AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a i I za I ei r a a tI I+ MMgING MEMBER$ i i - i - EDGE fff ERMEIXAT£ i I w 3 MIN. STAGGERED 3"MMtl AWL PATTERN PANEL PA1{IH EDGE Z! DOUBLE NAIL EDGE SPACIG DOTAL Detail Vertical and Horizontal Nailing for Panel Attachment ` -- - --- .. - _. S-MOKE DETECTORS AD _ DAT BLDING DEPT. -_ ❑.. EMENT .• DATE Lo BOiN 570NATURES'-R REQUIRED FOR PERMITTING_ n _ 00 CARBON MONOXIDE ALARMS: U) — — - -- -- - HU BUILDING CODE z MUST BE INST MASSAC SETTS � ® I 7-1 17 FF 00 �n FRONT ELEVATION Z SCALE: < O El Lu ._ -- tt! {-I 1 ICJ i I�j I � o il04 kk #Q w r-: 5HEET REAR ELEVATION SCALE: 1/4" V-('u M o -- - g �12 n aLO o z � u -=-'-'I r o LO " LEFT ELEVA` 1ON � o a SCALE:I/4" o I'-O" m • 544E RIGI i ELEVA7I0N . SCALE: 1/4" = 1'-0" . DRA14N BY. Kw DATE: 10/15/II . NOTES 16'-21 CONTRACTOR TO REF R to'-6°.. "-a. - a'-D° (a)TN 24410 4' -4" TO WFCM 110 X B AN. CHECKLIST FOR ADD119ONAL' 2 0' 30 va z b0 7/e• - HIGH WIND TECHNIQU RELATED TO THIS P N . m n Q SHEAR 19ALL OOMPLIAN E: W= SO%OF EACH WALL-RUN (3 TW 24410 VERTICAL 5HEATHII WITH I �"x 60 7re° _ '. __ 16n L-__ - _ Bd NAILS 3' EDGE/12° FIELD SUNROOM 72✓a 7/s.D-- K - - (4)166 NAILS PER FT BOTTOM PLATE - o t= 15%OF EACH WALLIRUN - - _s _ s ? VERTICAL SHEATHING WITH - - -- _ co 8d NAILS 3". EDGE/12 FIELD- - — - - tt W>tnl (4)16d NAILS PER. 5OTTO:'l PLATE >� N `o O --< hn — .._ m. - Lu Q cl ZZ aO OO N `,` u. - �'-0•CATH _ m T W-O•CATHEDRAL EDRAL SKYLIHBEDROOM #2 01 MASTER BEDR cy CARPET 6 + .CARPET _-----__— -- - j. r L _ �I . .. BATH 14'-0°CATHEDRAL I FLAT CEILING _ Q .. 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W.G.SHINGLES SIDE t REAR - R30 ' ' 2Y4 .. _°�.'✓J - J:LUl•Mb 2110'.0 16.O.C. .,OUiI!6 P.T.OR T B6 SILL SEAL �_P.T.OR AT Sb°O.G. - 6-242 GIRT I 8-2.12 GIRT I - ` W . ? 3 1/2'STEEL COLVMNS Z ly- I3R STAIRS �S-W2 STRINGERS - . I a- BASEMENT 6 - W 3 V'1'CONCRETE 13-4n I b°x T-4°COId WALLS Q Q z . \ DAMP PROOF BELOW GRADE 1Lu M n u .. - r W GROSS SECTION . .. JOB. 112E - DRAWII 9Y: KW 04 N 5TAGGER O \\ INTO 30TH PL ES —.� '^ \\� E DEL TOP LITE ul\ '�. _ Tall .DR TO CORNER \\ -1E DEL TOP'L—E. s I \ FULL HGT. Jd CI.ETLID VERTICAL I \\`,/� NAIL'BTM OP HDR \ K STRUCTURAL PANEL �\Y NAILED 6d COMMON 14/ ROWS OP IGdNA1LE YNe.I•'- W� - Lo 'ND 12'IN FIELD 51RUCTURAL PANEL _ DR \ cl 6� I:=GDE' CONTINUOUS YEADER - I - NAILED 8dCOMMON MUL C- TIPLE OFENINS . @ 3 O.C.00 _DG-E AND FIELD La. SIMPSON . PLO-C14 CA \ _ DOOR TRIMMER STUDS �@ STAC-GER N4tLIN \\ 'E` '\\ - INTO 90%AND SILL \ w-5/8 4NCHOR BOLTS �✓ /3.3 PLATE WASHERS Ln 1 CIS \� cl WALL COMPLIANCE, \\ W=. 30%OF EACH MALL RUN .. \ Sd VERTICAL RAILS B EDGE/2C' FIELD d NAILS PER FT BOTTOM PLATE - - v L= 16%OF EACH WALL RUN • - _ - - - -VERTICAL SHEATHING WITH - U NAILS S6 EDGE/126 FIELD - (4)Ibd-NAILS PER FT BOTTOM PLATE - - NARROW NALL BRACING AT GARAGE DOOR / 1 151LL TO PL.�TE w/ WOOD STRUGTUR?L P'`N�LS \ suLE,N.rs. F SCALE: JOINT DESCRIPTION' M1, N'DI'®ER a tiureER of NaL spume - .. . cxtnau NAILS aTx NaLs ' ... _ ROOF FRAMING LOSJN6 To RAFi¢R (ET'C NNAILED) -� EACH END {j,j ' - _ GM EOSRp TO METER p_Ld Z - WALL FRAMING Q .JC TWp LATEe 4T MT[R6E^T .(FACE NAILED) <-I6E 6-IW AT 27. _ 6TUO(�E N4 LIDJ 3 I6 G IELG iOO �V P HE40ER M NEAR (PELF NAILEC) RAFTER® 16"O.0 E 4 .ci,tate 4 - . FLOOR FRAMING Q. '�//// / bisT To 61U.�TOP PLATE OR 611CDER(T_NAILT) Ed i-10! 9LRE:IA4DGYXE,RIiNN GsE TTTRDOI Pb6 TLI06L T9O ER(AT HTOO EO PN R4P JGLE.RTDO6)E(RTO(FE4 N:_A I-LN Al1)E D) -01A4 d 54G Iro1IB6Ed!G � RAFTER PEEXAnERCCkN Hi b beJEN>1lIA661DTT -T K �rQ ~ - .. eanv_plsi is s L�i.T�rwt"PLAre(Tue Nnan) Ei o _ •PER!wr CY�. \I\., •o\ / - ROOF SHEATHING04 u TG-'YL_TE - IVOOD sTRUCTVRAI PANELS. `�,1,I '�\ O\\\� - - .RCFiER6 OR TRU96°9 BPAC¢D UP TO 16 C low! <•ECeFl6'HELD ( V .. RAITER6 Gt TR6656 6P.4.n OJ¢R i6' !— . _ I.�LE ENDMLL RAKE OR RAKE TRUW^uU..GAE'..P O•'ERHRNG W 6 EDGJ6'FlELD O ,N G46LEL��41 RAKE Oft RnlE TPLaS uv¢TRu"NRAL 6L IW 6'E�ti"/E•F16D 4ABLG ENCrI41 RAKE OR RAI:E TRu65 w/L?'KTJT ELO:]:6 EE Ktl: 4•-.—'FIE.. CEILING SHEATHING \RAF I ER TO PLATE CONNECTION GPEmwA 60ND Ed ER6 rmG�awED SC.A.._ N�.s. I'l4LL 5NE4T'HING . I•tOO ETRu DURAI.W 14' - - 5`AND w t'F2EREOACD P.vsLs ea . SHEET LOOK SHEATHING E4THIN^v - �O BTRU.^'URi_.PAHELS I - 6d E'EDSJI'Fri^ - GRE/.TER T.u.N r' fm - fly. 6 ED-.�✓6•FIELv_.. JOSS 11^3 ' ' DRA.WIy EYE KW DATE. IC/I8/II TempParcelEdit Page 1 of 1 4. Logged In As: Wednesday,January 16 2008 Prank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 042 Street Number: 23 Unit: Dev Lot ]LOT 42 Road Name: EAGLE LANE T/R: 171, Sec. Road: T/R: Villlage: 07 Cotuit Part of M/P: MAP 002 PCL 002....... I .... �. _.._... ......�. .. . . �.,.� ..... , _,.,.,•<...... Plan Ref: JPLBK 617/69-75 (APP 7-62) Date Added: ......................................................... Updated: a U,pda e DeleteAdd �n©t ;r'� http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, Mo. , 02635 Prepared For : Lot 42 — 23 Eagle Lane Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 0 'Deed Book 22249 Page 282 Job Number: 2005-214 Scale 1" = 20' 10-19-2011 rnko ca t\ CL � 00 co CL a- ,*t��k co co A ��� �2 L 2p0, •S4 o - ,\^ 4 LOT 41 to To �o 0 299 ;q���S��q CV. 8/ q ;joN 13 , A LOT 42 Q, 11,657t S.F. 0.27f ACRES , ,° '6�• 3 S29S, ^wry .ary ry� +s,.,9 26, 199. ASe L ' ry Ab LOT 43 S A-1c O,rs� F N Byt. 33 74, 6 l C �7011 48SS4 41 700 a d - I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK Of REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. JOHN �J\ c THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. LL 9874 C REGISTERED PROFESSIONAL LAND SUR YOR N BAXTER NYE ENGINEERING & SURVEYING DATE v 0 N O I d'a '^.F, h rgnT _ ; a'AP c " i UC T 2 P 1: 43 IV_SJ I GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE 'RAZE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: \ SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL ��. CONCERN) SITE 6 NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 �' SMH 38 \ \ WILDLIFE PER NHESP MAP OMER 1, 2006 'ESTIMATED INV IN � Z \� -46.62 HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS, \\ PROTECTION ACT REGULATIONS (310 CMR 10).' sad SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS! HA SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP oCTOBER INV.=46.97 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES ' c •\� � ors `\\ sMH 7 � UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACTS -47.06INV OUT Q s 7s40 50M E REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER 75X\ .� ,\\ 7.58 RECHARGE PROTECTION AREA CURB STOP 58.22 \` L-49 �� 5 1 7 .11 6 CONSTRUCTION NOTES: �'a 'Ile p \>'S 8� - - -- 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C 2 FROM THE Q�' °° `�\ SpR-3 `. `' ., \\ SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. . 2 �c \ \� sa,0 7 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM x O \ \ 55.775 ��6, `� ' SX THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 200, �k DATED 6/25/07, SFWl HEREBY APPLY TO THIS SITE:PLAN. 3. SEWER BUILDING CONNECTIONS: - MIN. COVER SHALL BE 3 FT. - SET CLEANOUIS AND MAINTAIN CLEARANCE FROM OTHER U17UTIES AS REQUIRED BY BARNSTABLE DPW. �°j `•'ry 55. \`� W - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE ZIX INV.-48.4 ` 25 AiQ O \ is r . \ Sp• ' Cotult Meadows Subdhrlslon 54. 54.0 \ / Cotult•Barnstable� Massachusetts \ VEGETATED\1St� �sG" ��• \ .ti`�' ��\ PREPARED FOR 4X,0 DEEP RAIN GA\itDEN�\ 53. �� m� �\ (125 C.F. STORAGE) / 5 ti� �ry COTUIT EQUITABLE HOUSING, LLC TOP-50.0/BOTTOk-49A y o R 0. Box 95 \ s. Centerville, MA 02632 LOT 42 a"' MLE \ ` 1 1 0657± S.F. _ , o Site Plan Lot 42 . 23_ Eagle Lane 49.0 ` BAXTER NYE ENGINEERING & SURVEYING PROVILEACH E INDIA. DEEP W/ t'gSTONE \ `ilRROUNDING (OR ALTERNATE Re iStered Professional \\ i EQUIVALENT VOLUME OF 289 CF) N 64 CONNECT-AUROOF DOWNSPOUTS Engineers and Land Surveyors • w TO LEACHING 78 North Street,3rd Floor,Hymns,MA 02MI of tfj S Phone (508)771-7502 Fax (508)771-7622 M. H q�yG� m EQ - i 20 - 0 20 40 3Q SCALE IN FEET _1 SCALE: 1" = 20' DATE: 10 18-11 REV. DATE: REMARKS LOT 42 DRANiM6 M1�R 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214