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1109 MAIN STREET (COTUIT)
Y _ _ _� r E �! � . ,, , , ; � / � � , � a .i k r �. 1 I i t ,� T4 ae,15 C,tuc� Tb CQn�Cadn� " -s PRof6-wr�- l�o e -,M s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map l" Parcel ��� Application # U,Y U Health Division Date Issued 3 Conservation Division J Application Fee .� Planning Dept. a Permit Fee - Date Definitive Plan Approved by Planning Board 0/�— Historic - OKH u _ Preservation/ Hyannis Project Street Address 1149 Village GDTv� Owner &&W16 j` � Address , /446^/047�Cd 5W// Telephone 7547 Permit Request / Gc� L /cf'�./t, �/ � �:vic%, ff L of ��ZYwo Square feet: 1 st floor: existing -M proposed/V77 2nd floor: existing%2910 proposed Total new o Zoning District 9j L� Flood Plain Groundwater Overlay Project Valuation % ,W 00 Construction Type Lot Size �'g Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 4 Two Family ❑ Multi-Family(# units) Age of Existing Structure �0�` Historic House: AYes ❑ No On Old King's Highway: ❑Yes XNo Basement Type: A Full X Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing a new Half: existing new Number of Bedrooms: _ existing anew Total Room Count (not including baths): existing zJ new First Floor Rckem Count . %_ Heat Type and Fuel: )4 Gas ❑ Oil ❑ Electric ❑ Other _ Central Air: Yes ❑ No ! Fireplaces: Existing New �'Existing woo`i coal stove,:-❑Y ANo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:Aeh isting ❑ new ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: rn 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 SW ���cf%< "d/ �i Telephone Number Address /o Ax License# Home Improvement Contractor# /o9�OlP Email_� r!'1 /�C a-A/`/ Worker's Compensation #(,P5060eU74oY7�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO CG ' �� � �, G •tea SIGNATURE DATE_ %��` FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE a OWNER DATE OF INSPECTION:. FOUNDATION FRAME34Lqhs-hP- INSULATION sftoh6 FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL . FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. .4 t , Me Coil momxeal�a of Massachusetts Deprarftnent ref btu s€raal Accidents 600 Mmkingfoi�Street wmv.inass gooldira Workers' CampensatianInsuranceAffidavit:Bt il&rsfCnntracturs/E•lectricianMumbers Applicant Information Please Print LaLihly Hams( �Oonlln�vidnai�: �-�_����`�'� � • _ CitytStat lZip_�UlT 02-6 3, Phone 47 CIA& -�9 _..,__.._.. .__Are.you an employer?Check t _apprnpriatebo ----- --•-- T of o-ect. r ---Type Pr J - I.X I am a employer with _j _ 4- ❑ I am a Viral confractar and Z employees{full andlocpart-time)_ * have hiredthe su�confra�ctcrFs 6- ❑New construction. d sheet listed on the attache _ 7..gRemodeling 2_El I am a sore proprietor or partner- ' ship and haze no employees These sub-oontractors have g- ❑Demo litsoa w for me in an c cr , employees and have workers' arizug y apa. tl _ 9_ Building addition [No'workers' comp.am anre comp_iasura�I 5_❑ We area corporation and its 10_❑metrical repairs or additions IEL�urred 3.❑ I am a homeowner doing all work of Have exercised their 1 L❑Plumbing repairs or additions my-elf[No workers' _ right ofexmmtption per MGL i2❑Roof repairs iirstxraneeregnired-I1 c-15Z§1(4} and we1jnq--no employees_[No workers' 13-0 Other comp-insurance squired-1 *_Any appHcKut that checks boa-91 nmst also fill ovt the section below shoeing they wodeis'compensE ion policy iufiuma t Hnmeownen who subuut this affidavit m cabby tbeY are doing all ur*sad then hae outside comtractars mmst SUBMA S IL-W affidavit MfUrAtmp such- =Ccxitracton thst check thi s box must attached sa additinnsd sheet shomine the name o#'the s?ott-oo�i�s and state vchethec ornnt Phase e�xrities Esve employees If the solrtoni>Bctutshore employees,they im provide their workers'comp.policy number. .Jam art employer that isprm idiug tt�orkers'cottw nisatio:n imrurimca far my allTLoyem BeLaw is Ste policy atrd}ob site information_ ysyyurane;Je GomganyName: L Policy#or Self rns_J. C it_ � "' ®�/ �7� Expiration Date: -7/r /5 Job Site Address- /D�/t/wIl S7• Cityr'State/Ziprawj/to 0� " Attach.a.'copy of the workers'compensation polies declaration page(showing the policy number and elation date). Failure to secure coverage as required under Section 25A of I_GL c. 152 can lead to the imposition of-criminal penalties of a fine up tG S 1,500-OD andlor one-pear in4nis tt,as well as csva penalties in the fb m,of a STOP WORK ORDER and a fine ofup to S2750.00 a clay against the violator. Be advised that a cnpy of this statement may be farwarded t3 the Office of Investigations of the DIA fior insurance cm-c age 4-eriEcation_ I do#ereby certify rt fks pain penabfies of`perjury Statflte irtformaiiort prort2dRd t �� AnrF carrier SiEnature: JTil/r C Bate_ Phone A: QUEciol un;on[ . Eta not write in fins area,to fie cohnpLeted by city or town ofjicural City or Town:. Perari#1License if Issuing Authority(drele one): 1.Board of Health 2.Buit'd ng B,�eparbnent 3.Cit ytrown Cleric 4.EIectrical Inspector S.Plumhing Inspector 6.Other Contact Person.: Pharne 9: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto 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 Iocal 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 auy applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)slates"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 incttrance 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 numbers)along with their cert-Hicate(s)of ins nce. 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 iasurance Coverage. Also be sure to sign and date the affidavit. The aidavit 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. ne Commmvmalth of Massachusetts Department of Industdal Accidents Office of kvesdgatzons 600 Washzngtaa Stet Boston=MA 02111 TeL#617 7-49-GO W 06 or 1-9 MASSAFE Revised 4-24-07 Fax#617-` 27--�49 www.mass-gavldia Rightfax N3-1 7/10/2014 6:42:01 AM PAGE 3/004 Fax Server . � . A�& CERTIFICATE OF LIABILITY INSURANCE DATE 4 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 CONSTfTUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policypes)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such andorsement(s). PRODUCER CONTACT NAM E. HORGAN INS AGCY INC PHONE FAX PO BOX 250 N . HYANNIS,MA 02601 E-MAILAQQRPqq- INSURERS)AFFORDING COVERAGE NAIC4 INSURER A:CONTINENTAL CASUALTY COMPANY INSURED INSURER B A I ENTERPRISES INC INSURER C PO BOX 2056 COTUIT,MA 02635 INSURER D: INSURER E: INSURER F. - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, .EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR JADDO SUBFJ POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSRIWVDI POLICY NUMBER MMIDDNYYY M/D UMIS GENERALLIABa.11Y EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO REMED $ M1SES tEe ec:menee) QAIMSMAOE OCCUR MED EXP n one--person) $ PERSONAL i ADV INJURY $ GENERAL AGGREGATE $ GENLAGGR ATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO $ POLICY j� El LOG $ MOBILE LIABILITY MBIN ED SINGLE LIMIT $ a ANY AUTO BODILY INJURY(Per Person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per aaddent) $ HIRED AUTOS SOB EDM&VJPAMAGE $ s i UMBRELLA LIAB I OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DEp I I RETENTIONS $ WORKERS COMPENSATION X WCSTATU OTH• AND EMPLOYERS•LIABILITY /N TORY L.% ER ANY PROPRIETOR/PARTNER/EXECUTN N�A E.L.EACH ACCIDENT OFFICERMIEMBER EXCLUDED? N 6S59UB 07-18-2014 07•i8-2015 $500,000 (MandatoryIIyamsc In under 0276M742 G.L.DISEASE-EA EMPLOYEE $500,000 H Yea describe wrier DESCRIFTION OF OPERATIONS below I I E-L DISEASE-POLICY LIMIT $500,000 DESCR"ON OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more apace is required) TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN ST CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS_ AUTHORIZED REPRESENTATIVE /�� YL-�_ L, *I I ACORD 25 2010/05 01988-2010 ACORD CORPORATION.All rights reserved. ( ) The ACORD name and logo are registered marks of ACORD I oFIKE 1 Town of Barnstable ELAMSTAB M I Growth Management Department 9 t619. �� Barnstable Historical Commission Fo►� www.town.barnstable.ma.us/historicalcom mission Jo Anne Miller Buntich, Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Jessica Rapp Grassetti,Chair Laurie Young,Vice Chair George Jessop,AIA Marilyn Fifield,Clerk -� 114 ,�, Nancy Clark t l •.SAP!110 Pm 1:C19 Nancy Shoemaker Len Gobeil LHRP'SiTHBLE TO1.li'J'-LE P Ted Wurzburg,Alternate UiboWn-1-12- Summary: Demolition Dsed Pursuant to Chapter 112 Historic Properties, S Applicant/Property Owner: Peter Pometti, Al Enterprises, Inc on behalf of George& Holly Lloyd Subject Property: 1109 Main Street, Cotuit Assessor's Map/Parcel: 034/009 Hearing Date: January 07, 2014 Pursuant to the Barnstable Historical Commission Chair's determination on November 6, 2013, a duly advertised and noticed public hearing was held on January 07, 2014 to determine wheth- he signif�'c-;ant 8 building on this property is preferably preserved and whether demolition delay would be 4mm.posed for the building proposed to be partially demolished on the parcel addressed as 1109 Main Streets, Cotuit. After review and consideration of public testimony, application and record file, the Comm ssion by a vote w of 6 in favor and 1 abstention,found that in accordance with Chapter 112-F the portions of the structure to be demolished is not a preferably preserved significant building. The portions of the dwelling to be demolished are identified on plans prepared by Architectural Innovations dated November 4, 2013 which are attached to this decision. In accordance with Chapter 112-3 F, the Commission determined by a 6-1 vote that the demolition of these portions of the structure would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. F Jessica Rapp Grassetti, Chai, V ate l 1 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 r ri ,oF'ME 'Town of]Barnstable Regulatory Services MAAS. Thomas F. Geller,Director �►.� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.tawn.barnstable.ma.us _ Office: 508-862-4038 Fax: 508-79M23, Property Owner Must I Complete and Sign This Section If Using ABuilder ` r of the subject property I, �t �( � L�=IX�� �-[�I"� ,as Owner l P P nY herebyauthorize %tom ! +.�777 to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signs Own DatA"Y� L` UxA irint-Name If propgMLOWner is applying for perm t please complete the Homeowners License Exemption Form on the reverse side. 1 _ _-. • --- V he�poenirraaracbe�clC�a�C�/�/Z�crJJac�cateCCy ',t ': - �' <- ,. _. Office of Consumer Affairs&Busifiess Regulation i — HHOME IMPROVEMENT CONTRACTOR License or registration valid for individul use only before the expiration date. If found return to: eg,strat,on 109606 Type 1 g Office of Consumer Affairs and Business Regulation xp,rat,on 9/21/2614 Private Corporat,o 10 Park Plaza-Suite 5170 A I E RPRISES ING Boston,MA 02116 PETER POMETTI = I 140 LITTLE RIVER RD ' b - COTUIT, MA 02635 � Undd ersecretary Not valid without signature --- - - J 4, Massachusetts.-Department of Public Safety Board of Building Regulations:and'Standards Construct1.ion supervisor k License; CS-050457. PE TER I4 P®legE�TI _ ' � . PO BOX 2056 COtuit MA 02635 ti Commissioner Expiration 0 411 9/2 0 1 6 Unrestricted-'Buildings of any use group which y contain less than 35,000 cubic feet(991m3)of. enclosed space: 4 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS r ] 8t' Edition Massachusetts Building Code IKE Mass. Version of the WFCM 110 MPH Exposure B Checklist MNIZI�E p E NG I N E E R I NG Summary of Construction Requirements CONSULTANTS stmctt l civil environmental Project: 1109 Main Street, Cotuit, Barnstable, MA • Per review of location, site is Exposure B • The Mass Checklist has been satisfied except for narrow walls; 0 Fails in% Sheathing—Use APA portal walls and wind design(see TT 100D) Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: 5/8"bolts spaced 32"o/c with minimum embedment of 7" into concrete. Additionally, a bolt must be placed between 6"and 12"of each corner. All sill plates to be connected using 3"x3"xl/4"square plate washers. Floor Construction Requirements: First two joist bays of the floor framing from each gable end to be blocked with TH blocking or 2x lumber 4'on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6"spacing at the edges and 12"spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a maximum splice length of 4 feet and splices to be nailed with 12-16d nails in accordance with Table 6 in the WFCM 1108 booklet. Nailing of plates to studs to be with 2-16d nails. The bottom plate to floor box nailing is 4- 16d nails per foot for 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, and for openings 10-12 feet wide, 4 king studs are required. Opening up to 5 feet, 2-2x4 headers are required, for openings up to 6 feet 2- 2x6 headers are required,for openings up to 7 feet 2- 2x8 headers are required, for openings up to 8 feet 2- 2x12 headers are required, for openings up to 9 feet 3-2x10 headers are.required, for openings up to 10 feet 3-2x12 are required, for openings up to 11 feet 4-2x10 are required. Refer to the design document for specific requirements. ' For shear and uplift connection of the sheathing,the sheathing is to be nailed as shown on the _design plan documents.. All nails are to be 8d or equivalent gun nails(.131 x 2 '/2"). In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2" into the floor box on two story walls(Note 4 Sheet attached). 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com f Roof Framing_Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter and top plate with 7x-1 Od nails per bay. If blocking is not desired, Simpson H-l0A or H-14A hurricane clips can be substituted and installed on every rafter without blocking. All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with(5) I Od nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. 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. 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-2011 catalog 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 Architectural Innovations and was based on the floor plans and elevations 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. Mark McKenzie, P.E. Pres., cKenzie Engineering Consultants, Inc. Attachments: Mass Checklist TT 100D # .¢¢. ° ps", �yg h6 �go Lew 17 n;I K"I", A Portal Frame with Hold Downs for Engineered Applications ENGINEERED DESIGN USE While the APA portal-frame design, as shown in.Figure 1, was envisioned primarily for use as bracing in conven- tional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow shear wall because it transfers shear by means of a semi-rigid,moment-resisting frame.The extended header is integral in the function of the portal frame,thus,the effective frame width is more than just the wall segment,but includes the header length that extends beyond the wall segment.For this shear transfer mechanism,the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA, 2002, 2003a and 2003b). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. The design value derivation procedure ensures that the code(IBC)drift limit and an adequate safety factor are maintained. For seismic design,APA recommends using the.design coefficients and factors for light-frame walls with shear panels— wood structural panels.See APA Report T2004-59 for more details on this justification. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embed- ded strap-type hold downs,design values should be limited to portal frames constructed on similar rigid-base foun- dations,such as a concrete foundation,stem wall or slab,and which use a similar embedded strap-type hold.down. REFERENCES APA,2002,Cyclic Evaluation.of APA Sturd-i-Frame'for Engineered Design,APA Report T2002-46,APA—The Engineered Wood Association,Tacoma,WA APA, 2003a, Cyclic Evaluation tf APA Sttud-I-Frame'as Wall Bracing, APA Report T2002-70, APA=The Engineered Wood Association,Tacoma,WA APA,2003b,Cyclic Evaluation of APA Sturd-I-Frame with IO ft Height and Lumber Header,APA Report T2003-11,APA— The Engineered Wood Association,Tacoma,WA APA,2004,Confirmation of Seismic Design Coefficients for the APA Portal Frame,APA'Report T2004-59,APA—The Engineered Wood Association,Tacoma,WA 1 0 2010 APA—TheEngine.eicd WoodAsmciation Table 1.Recommended allowable design values for APA portal frame used on a rigid-base foundation for wind or seismic loadine,b,e,a) ASD Allowable Design Values Minimum Maximum Ultimate per Frame Segment Load Width(inches) Height(feet) Load(pounds) Shear(°)(pounds) Deflection(inch) Factor 8 2,780 1,000 0.32 2.8 16 10 2,180 600 0.40 3.6 8 4,720 1,700 0.32 2.8 24 10 3,630 1,000 0.34 3.6 (a)Design values are based on use of Douglas-fir or southern pine framing.For other species of framing,use the specific gravity adjustment factor=[1—(0.5—SG)),where SG=specific gravity of the actual framing.This adjustment shall not be greater than 1. (b)For construction as shown in Figure 1. (c)Values are for a single portal frame segment(one vertical leg and a portion of the header).For multiple portal frame segments,allowable design values can be multiplied by number of frame segments(e.g.,two=2x,three=3x,etc.). (d)Interpolation of design values for heights between 8 and 10 feet,and for portal widths between 16 and 24 inches,is permitted. (e)The allowable shear value is permitted to be increased by 40 percent for wind design. Figure 1.Construction details for APA portal-frame design with hold downs EXTENT OF HEADER ................._..................................:.................... ..............._..........,..........,...._................................... DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) EXTENT OF HEADER SHEATHING FILLER,, 4_......_......_..._._..._.. IF NEEDED SINGLE PORTAL FRAME(ONE BRACED WALL PANEL} 4—A ; i$uv, h MIN 3'X 1115'NET H,$EAADER '' <`�"`�'`. `! R r y"`t Jj 1000 L S FASTEN TOP PLATE TO HEADER WITH TWO 10001a TYPICAL PORTAL' I �I, 16D HEADER ROWS OF 18D SINKER NAILS AT 3"O.C.TYP. FRAME SINKERS •``ti? STRAP(REF. ' I STRAP w. CONSTRUCT1ow 999 z Rowfi .�.� �'1000 LEI STRAP OPPOSITE SHEATHING NO.LSTA24} { (REF.NO. 73 3"O.C. € �•� I LSTA24) •( i•• 'FASTEN SHEATHING TO HEADER WITH 8D COMMON OR FOR APANEL,, �• GALVANIZED BOX NAILS IN3'GRID PATTERN AS SHOWN AND' SPLICE(IF !!j=• ,,..---MIN.2X4 �'I i•• NEEDEDj PANEL MAX 3'O.C.€N ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP, � FRAMING EDGES SHALL I. HEIGHT WIDTH(SEE TABLE I} OCCUR OVER AND j'_',•:�.•:: TYP. E; ; 2^ '•• DE NAILED TO . COMMON BLOCK- ING AND OCCUR 4200 LB t •i WITHIN MIDDLE 24 TIE t MIN,(2)2X4 OF WALL HEIGHT I - "g MIN.{2)2X4 ONE ROW OF 3' !.i GOWN 1 _ -`318'MIN.THICKNESS WOOD ? O.C.NAILING IS DEVICE STRUCTURAL PANEL SHEATHING REQUIRED IN EACH I (REF.NO. `{ rw MIN,4200 LS STRAP TYPE TIE-DOWN DEVICE(EMBEDDED PANEL EDGE. STHD14} E INTO CONCRETE AND NAILED INTO FRAMING).INSTALLED ..r PER MANUFACTURER.(REF.NO,STHD14.) MIN,1000 US TIE DOWN ..•1; MIN.2 XYX3/16*PLATE WASHER ... DEVICE(REF. ;;L r -- ONE&W DIA ANCHOR SOLT WITH T MIN.EMBEDMENT N0.5THO8) FOUNDATION PER CODE A SECTION A-A FRONT ELEVATION SIDE ELEVATION (ONE PORTAL FRAME SEGMENT) 2 0 2010 APA—The Engineered Wood Association We have field representatives in many major U.S.cities and in Canada who can help answer questions involving APA trademarked products.For additional assistance in specifying engineered wood products,contact us: APA HEADQUARTERS:7011 So.19th St.•Tacoma,Washington 98466•(253)565-6600•Fax:(253)565-7265 APA PRODUCT SUPPORT HELP DESK:(253)620-7400•E-mail:help@apawood.org Form No.TT--100D Revised September 2010 DISCLAIMER:The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience.Neither APA nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application �� of,and/or reference to opinions,findings,conclusions,or recommendations included in this publication.Consult your local jurisdiction or design professional to assure compliance with code,construction, and performance requirements.Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. 3 0 2010 A PA—The Engineered Wood Association AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 6[09 Mrow urn 1 C&%Wr l nit Q Check Compliance 1.1 SCOPE WindSpeed(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)_ - stories <_2 stories Roof Pitch .................................................................. .........(Fig 2 & <Z 12:12 Mean Roof Height...............................................................(Fig 2)..................................................Z3 ft <_33' Building Width,W................................................................(Fig 3)..................:.........:........ ............�ft s 80' ,L Building Length, L...............................................................(Fig 3)................................................" ft <_80' �✓ Building Aspect Ratio(L/W) ................................................(Fig 4).................................................) <_3:1 Nominal Height of Tallest Opening2.....................................(Fig 4)...............................................&ff <_68„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry ..................................................................................................................................... 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)................................................ _2 in. Bolt Spacing from end/joint of plate.............................(Fig 5)...................................... in.<_6"-12" Bolt Embedment-concrete.........................................(Fig 5)...............................................::� in. >7„ Bolt Embedment-masonry.........................................(Fig 5)............................................—in.>_ 15" Plate Washer................................................................(Fig 5)...............................................>_3"x 3»x'/4" 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....................................(Fig 6)................................................�,�_✓ft<_ 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)...................................................—ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)...................................................—ft <_d �14, Floor Bracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type .......................................................:.(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ..................................................(per 780 CMR Chapter 55).......................51bi_in. 1/1 Floor Sheathing Fastening...................................................(Table 2)...,&d nails at G in edge/L in field 4.1 WALLS Wall Height , Loadbearing walls.........................................................(Fig 10 and Table 5).........................83"ft 5 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)..........................4 ' ft _<20, Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................L4p in. <_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................O ft <_d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....... .(Table 5)..............................2x.6_- ft in. Non-Loadbearing walls.................................................(Table 5)..............................2x.4,_-e! ft -4 in. Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10).................................................................. WSP Attic Floor Length.................................................(Fig 11)..............................................--ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..........................................V:wx-_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. rh 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).....................................y ft Splice Connection(no.of 16d common nails)..............(Table 6)..........................................................TZ AW.C Guide to Wood Construction in High-Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)....................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)......................................................... Z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...................................10 ft O in.<_11'Sill Plate Plate Spans .........................................................(fable 9)...................................loft Q in._< 11' —IL Full Height Studs (no.of studs)....................................(Table 9)........................................................._L-J_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)...................................a ft Q in.<_12'•.'. Sill Plate Spans............................................................(Table 9)..................................._5L ft Q in.<_ 12" Full Height Studs(no.of studs)....................................(Table 9)........................................................._-Z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension, W Nominal Height of Tallest Opening2 ............................................................................log 6'8" SheathingType...............................................(note 4).................................................!&COA Edge Nail Spacing..........................................(Table 10 or note 4 if less)........................_tom:_in. Field Nail Spacing..........................................(Table 10)..................................................) L in. —/ Shear Connection (no.of 16d common nails)(Table 10).........................................................- 1/ Percent Full-Height Sheathing ..... able -0-65X -0 % 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Maximum Building Dimension, L / Nominal Height of Tallest Opening2......................................................................... ,�GB<_6'8" V SheathingType...............................................(note 4)......................................................CPX Edge Nail Spacing able 11 or note 4 if less ........................ in. Field Nail Spacing..........................................(Table 11).................................................1i in. Shear Connection(no.of 16d common nails)(Table 11).........................................................rq Percent Full-Height Sheathing.......................(fable 11).....................................................1H12% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................... _4z . 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)..................L ft<_smaller of 2'or U3 _ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)..............................................U= NO plf Lateral..............................................(Table 12)..............................................L=1�Plf Shear................................................(Table 12).............................................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=Eff plf Gable Rake Outlooker.........................................(Figure 20).............._L ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)................................ lb. Lateral (no. of 16d common nails)...(Table 14).......................................L=J7!r,,Ib. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness...........................................................................................I&in. >_7/16"WSP Roof Sheathing Fastening............................................(Table 2)...............................................&c ...OIL Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner 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. 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: 1. 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 -WHEN THIS EDGE RESr80N FiIANING USE W NAILS II 11 1 11 11 1 11 11 11 1 V 1-I 1 11 11 1 11 II 11 11 11 II 11 11 - 1 - 1 11 11 H 1•I 7 11 1{ 1 11 11 1 .0 11 11 N 1 1- Il 11 I Q 1 m m ¢ 11 11 � it Ir 1 W = 1•I - . It 11 a It 41 1. I J /1 11 Q 11 it 1 V 11 71 � 1 � IJ. t II II 11 11 TI 1 11 11 I 0OU06E ED rE --NAILSPACM ;i } PANEL 6 See Detail 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 CNm 5301.2.1.1)1 � u {[{[ n i a D 4 el I1 FRAMING MEMBERS ; EDGEl�tTERMEDUIT£ —`�� � t � � � z � r ----J--�j-----__--_ STAGGERED 3'MNI WAIL PATTERN � PANEL PANEL EDGE DOUBLE NAIL EDGE SPAC�IG DErAL Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version 4.5.0 Compliance Certificate Project Architectural Innovations Energy Code: 2012 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 960 ft2 Glazing Area 9% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: �tg966+Main St Architectural Innovations Colony Insulation, Inc Cotuit, MA PO BOX 2065 28 Jonathan Bourne Drive Cotuit, MA 02635 Pocasset, MA 02559 Compliance: 1.6%Better Than Code Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Cathedral Ceiling 1,160 38.0 0.0 0.027 31 Wall 1: Wood Frame, 16" o.c. 288 20.0 0.0 0.059 14 Orientation: Front ' Window 1:Wood Frame:Double Pane with Low-E 30 0.290 9 Orientation: Front Door 1: Solid 18 - 0.290 5 Orientation: Front .Wall 2: Wood Frame, 16" o.c. 288 20.0 0.0 0.059 15 Orientation: Back Window 2: Wood Frame:Double Pane with Low-E, 30 0.290 9 Orientation: Back Wall 3: Wood Frame, 16" o.c. 288 20.0 0.0 0.059 16 Orientation: Left side Window 3: Wood Frame:Double Pane with Low-E 20 0.290 6 Orientation: Left side ' Wall 4: Wood Frame, 16" o.c. 288 20.0 0.0 0.059 16 Orientation: Right side Window 4: Wood Frame:Double Pane with Low-E 20 0.290 6 Orientation: Right side , Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 960 30.0 0.0 0.033 32 Project Title: Architectural Innovations - Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286MainSt-Cot.rck Page 1 of 9 Mechanical Equipment Description Fueltype Efficiency Other(Except Gas-Fired Steam) Gas 88 AFUE Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date P Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286MainSt-Cot,rck Page 2 of 9 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section plans Verified Field Verified # Pre-Inspection/Plan"Review - Com lies?x� Comments/Assum tions & Req.ID values valuer` P _ % P , a" tt 4 �� _ .� Wa 103.1, :Construction drawings and ❑Complies 103.2 :documentation demonstrate �� �' ° ' " " �❑Does Not [PR1]' energy code compliance for the ��� ;building envelope. ' ° ❑Not Observable ❑Not Applicable licable 103.1, :Construction drawings and s ` ❑Complies 103.2, ,documentation demonstrate 0 ❑Does Not 403.7 ;energy code compliance for s V [PR3]i ;lighting and mechanical systems. ❑Not Observable Systems serving multiple . h ❑Not Applicable sM1 dwelling units must demonstrate • )i J,A 'compliance with the IECC a ;Commercial Provisions. �� : y xgge � `« • 302.1, Heating and cooling equipment is: Heating: ; Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu hr :❑ P Does Not [PR2]2 on loads calculated per ACCA Cooling: I gj Cooling:;Manual] or other methods 9 ❑Not Observable Btu/hr ; Btu/hr ❑Not Applicable approved by the code official. i PP ; Additional Comments/Assumptions: 1 High Impact(Tier 1) :261 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286MainSt-Cot.rck Page 3 of 9 is 2012 IECC Foundation Inspection' 'rCorplies? CommentslAssumptions, - 303.2.1 ;A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not Viand extends a minimum of 6 in. below grade. ;❑Not Observable: '![]Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [F012]2 installed. ❑Does Not j❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: J 1 High Impact(Tier 1) [�2,1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286MainSt-Cot.rck Page 4 of 9 Section Plans,Verified 'Z'Fieid Verified # Framing/Rough-in Inspection Value Value -Complies? . Comments/Assumptions &-Req.1D 402.1.1, Door U-factor. U- U ;(]Complies See the Envelope Assemblies 4023 4 :❑Does Not table for values. [FR1]1 ![--]Not Observable UNot Applicable 402.1.1, Glazing U-factor(area-weighted U- U_ ;❑Complies :See the Envelope Assemblies 402.3.1, average). ;❑Does Not i table for values. 402.3,3, 402.3.6, ;❑Not Observable 402.5 ;❑Not Applicable [FR211 ; ; 303 ._ U-factors of fenestration products H P ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. ' ' � ` � r ,s1e❑Not Observable ❑Not Applicable �K ,3 402.4.1.1 ;Air barrier and thermal barriert "❑Complies [FR23.]� ;installed per manufacturer's rt, a ❑Does Not . instructions. r ° INP . � ti_t 1 ~'❑Not Observable 014AS 4 ❑Not Applicable 402.43 ;Fenestration that is not site built y �- ❑Complies [FR20]1 is listed and labeled as meeting , B _,: ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 " or has infiltration rates per NFRC e 4 " t ❑Not Observable 400 that do not exceed code "��mk ` _ ❑Not Applicable , > _ - 'limits. � 't 4 �. � '�� �.� , y, 402 4.4' IC-rated recessed lighting fixtures @j i W*'4 A, x,_,r:, , r� >�❑Complies [FR1612` sealed at housing/interior finish 0"�;, ❑Does Not and labeled to indicate :52.0 cfm ' J' �bt leakage at 75 Pa. a ". ❑Not Observable � � - e []Not Applicable 403.2.1 'Supply ducts in attics are R- R- ;❑Complies [FR12]1 !insulated to>_R-8.All other ducts R_ R_ ❑Does Not iin unconditioned spaces or ;outside the building envelope are: ;❑Not Observable :insulated to>_R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, r " ❑Complies [FR13]- lair handlers, and filter boxes are "° *' ❑Does Not 'sealed. 6 �� � aE ❑Not Observable 1 °.IM P. wf El Applicable 403.2.3 ;Building cavities are not used as • ` :!k ❑Complies [FR15]3 ducts or plenums. � ._° �- -' ❑Does Not � � P ," ❑Not Observable a I ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids i :❑Does Not below 55 9F are insulated to >_R- J _ 3 ; ;❑Not Observable j❑Not Applicable 403 3 V Protection of insulation on HVAC Complies [FR24]2, piping. O� # ❑Does Not ." 1 4 g gl � ❑Not Observable ,.e ❑Not Applicable 403 4 2 Hot water pipes are insulated to R- R- ;❑Complies [FR18]z >_R-3. ;❑Does Not �j ❑Not Observable ;❑Not Applicable 1 High Impact(Tier 1) IQ, 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286MainSt-Cot.rck Page 5 of 9 3 - Y section Plans Verified Field Verifiedr # Framing/Rough-In.Ins,pection - r < rx. - . , • complies? Comments/Assumptions . Value Value & Req._ID :� ,, _ �. 403.5 Automatic or gravity dampers are '� , *n� � c � i ❑Complies Z a [FR19] installed on all outdoor airy n, ❑Does Not intakes and exhausts. 44 []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;i Medium Impact(Tier 2) 1.3 1 Low Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286Main5t-Cot.rck Page 6 of 9 Section_ Plaps Verified Field,Verified # Insulation Inspection , . Value „Complies? Comments/Assumptions Value & Req.ID �~ 303.1 JAII installed insulation is labeled 4 ,y '« � "' . ❑Complies [IN13]2 or the installed R-values �� auk, ❑Does Not . provided. ❑Not Observable 410 .,�� - �."r �, �� �� t•��� r ❑NotApplicable ' 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel j❑ Steel- ;❑Not Observable !❑Not Applicable 11 RI 303.2, ;Floor insulation installed per " ❑Complies 402.2.7 'manufacturer's instructions, and [IN2]1 in substantial contact with the ❑Does Not ,. underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a; R- R- ;❑Complies See the Envelope Assemblies 402.2.5, `mass wall with at least 1/2 of the ❑ Wood 10 Wood ;❑Does Not table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation {j requirement applies(FR10). ❑ Steel ❑ Steel :❑Not Applicable 303.2 Wall insulation is installed per „ s �� gam`❑Complies [IN4] manufacturer's instructions. 1 p" cx ❑Does Not ❑Not Observable t ❑NotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'lLow Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286MainSt-Cot.rck Page 7 of 9 Section n e _• s _- Plans Verified Field Verified"' # Final Inspection Provisions 'Value' Complies? •Comments/Assumptlons & Req.tD' Value . . ,.. w� 402.1.1, Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, ;❑ Wood j❑ Wood :❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 UNot Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. []Does Not [F12]1 Blown insulation marked every 4., '01 JP 4, 300 ft'. �,. r y []Not Observable �• �' 5� ❑Not Applicable 402.2.3 JVented attics with air permeable ivv ��, � ❑Complies (F122]� ]insulation include baffle adjacent s � °` ' ;❑Does Not �uia r Ito soffit and eave vents that �' ,� f r � � "', ���� extends over insulation. ".� ❑Not Observable []Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 =_ : ACH 50 = ;❑Complies [FI17]1 5ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 402.4.2 Wood burning fireplaces have �* ❑Complies (FI8] (tight fitting flue dampers and []Does Not outdoor air for combustion. ' r y= ❑Not Observable . ❑Not Applicable .y 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]1 ;cfm/100 ft2 across the system or ; ft' ft2 ❑Does Not ;<=3 cfm/100 ft2 without air 01 handler @ 25 Pa. For rough-in :.[]Not Observable tests,verification may need to ❑Not Applicable „occur during Framing Inspection. 403,2,2.1 ;Air handler leakage designated ❑Complies [F]24]1 `by manufacturer at<=2%of } *` ,° � .❑Does Not design air flow. I ; r ��, ❑Not Observable ❑Not A licable 403.6 ',Heating and cooling equipment I aQI. " "� ❑Complies [F1511 ;type and capacity as per plans. '„ A . ❑ 4 � Does Not s'7.,A a ,8ftxf Fa ;❑Not Observable - V,,t ❑Not Applicable 4031.1'. Programmable thermostats ❑Com lies 9 �a r p [F19]2 installed on forced air furnaces. U z ❑Does Not - ❑Not Observable ❑Not Applicable 403.12 : Heat pump thermostat installed i 4v,� w ❑Complies [FI10]2> on heat pumps. �� � � . �``' a ❑Does Not ❑Not Observable - ❑Not Applicable 403.4.1 Circulatingservice hot water ` ❑Complies [FI11]2 systems have automatic or m � u t p „ s ❑Does Not accessible manual controls. iA'� ? ] ❑Not Observable u ;,, ❑Not Applicable 403.5.1 All mechanical ventilation system ' w w s °❑Complies [FI25]2 fans not part of tested and listed ¢ []Does Not HVAC equipment meet efficacy �4„ _ "� " h 1 � € � ❑Not Observable and air flow limits. g1� ❑Not Applicable 1 High Impact(Tier 1) J,2w'Medium Impact(Tier 2) 3`';Low Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286Main5t-Cot.rck Page 8 of 9 Section _ Plans Veril Field Verified Final Inspection Provisions= `,Value. , �` Cornphes? y .,Comments/Assumptions. & Req.ID '. ._.� ValfJe 403.9.1 ;Readily accessible switch on q 4 ❑Complies [FI12]3 heaters for swimming pools or A� ry ❑Does Not s permanent in-ground spas. r � ❑Not Observable ❑Not Applicable 403.9.2 ;Timer switches on heaters and �p,4 4+ ❑Complies [F119]3 pumps serving pools and H. w' r" � " El Does Not permanent spas. `� ° `�� ❑Not Observable � �,J�� a s ❑Not Applicable 403.9.3 ;Heated pools and permanent []Complies [F120]3 ;spas have a vapor retardant � 4 � ❑Does Not cover. � ❑Not Observable a�04' y, ❑Not Applicable 404.1 i 75%of lamps in permanent ' ,w ' a ❑Complies [F1611 `fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps ^� " 1" � p'�° ,� 4 _ ����~ t�, ❑Not Observable Does not apply to low-voltage s¢. � IA 10 �- lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have t , b ❑Complies [F123]3 no continuous pilot light. s '" " El Does Not 3 _ m ❑Not Observable , t . s � ❑Not Applicable ❑ �.,; 401.3 1 Compliance certificate posted. ' Complies [Fl71� «� ��m ems« e ❑DOes Not A F. , ❑Not Observable r. ❑Not Applicable 303.3 ',Manufacturer manuals for ❑Com lies [FI18]3 'mechanical and water heating .. a ` � ❑Doe sNot systems have been provided. ❑Not Observable - .. .. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3; J Low Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/05/14 Data filename: C:\Users�une\Documents\REScheck\ARCHINN-8-5--14-1286MainSt-Cot.rck Page 9 of 9 2012 IECC Energy Efficiency certificate Wall 20.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 0.50 Door 0.29 Other (Except Gas-Fired Steam) 88 AFUE Cooling System: Water Heater: Name: Date: Comments 4 , .Syr e 4 ��? f 1002 W Main Richmond,MO 6 P 816.776. F 816.776. • www.arnthane Arnthane .. : Spray Foam Ins Ulaffor, Perotuic , 6 .' 4" �41W ii' _ ThermalGuard ThermalGuard ThermalGuai CC2 F; OC 1 OC & OC.5R Nominal Density. 2.0 Ib%ft3 ,� Nominal Density: 1.01b/ft3 Nominal Density. .5 IM3 CCM-value: 7.Olin J R-value: 5.24fin OC.5 R-value:3.8/in Compressive Strength:45 PSI Compressive Strength: 7 PSI OC.5R R-value: 4.3fin Vapor Permeability..0.8 Perms @ 2" Vapor Permeability.-3.6 Penns @ 5" Compressive Strength: 0.6 PSI Vapor Permeability 4.2 Penns @ r Product Description Product Description Product Description r %Ther'malGuard CC2 is a semi=rigid,fast:set,. ThermalGuard OC1 is a soft, fast-set, ThermalGuard. OC.5 & . OC.5R are closed-celled, spray polyurethane foam open-celled, 100% water-blown spray low-density,open-celled,'100%water-blown (SPF)insulation system designed for use as polyurethane foam (SPF) insulation system polyurethane foam (SPF) insulation sys a high performance thermal insulation. designed for use in residential & commercial designed for use in residential&commercial wall,attic,and roof-deck applications. attic, and, roof-deck applications. Both pro( ThermalGuard CC2, is a spray-applied. can reduce energy consumption by up to 50% ' insulate & air-seal the structure in a single s stem suitable for a variety of insulation . ThermalGuard OC1 can reduce energy y Y consumption in structures by up to 50% ThermalGuard 00.5R is a bio-renewable.prc applications including in-plant, tank & that exhibits superior fire-resistance properties pipeline, residential & ' commercial compared to conventional insulation systems increased R-value. ThermalGuard OC.5 caj becauseit insulates, air-seals in a single step. optimized for iinstallation in cold temperat construction, foundation and below.grade applications where,compressive strength or down to 150 F. I ThermalGuard OC1 is applied as,a liquid and .-impact resistance are desired. � expands over in approximately' T. P 8 seconds to hermalGuard OC.5 & 005R area applie d fill and seal building cavities of any shape and liquid and expand.over 100x.in approximate ThermalGuard CC2 is applied as a liquid size. It exhibits superior thermal insulation, seconds to fill and seal building cavities of and expand 25x in a approximately 12, air-barrier, and sound attenuation properties shape or size. They deliver superior thei seconds to form a smooth, dutable surface 2 over%conventional insulation materials and has insulation, air-barrier, and sound attenue • perfect for the application of primers or been proven to improve indoor air quality & properties compared to conventional insula : .comfort. materials and contribute to a health indoor, finish coatings.: Y ` 4 zutdoor environment. . . . Arnthane ThermalGuard CC2 TECHNICAL DATA SHEET appropriate PPE as required by OSHA, intended for use by nonprofessional. ThermalGuard CC2 demonstrates.. NIOSH,and state/local safety applicators,or.those who do not excellent adhesion to various substrates regulatory agencies. purchase or utilize this product in the when installed according to normal course of.their business: The. manufacturer specifications. It is the applicator's responsibility to potential user must perform any, ^'t comply with all job site safety pertinent tests in order to determine the rThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in require agitation. Do not.pre-heat or NIOSH,.and state/local safety the intended application,since final recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product result in the"boiling off'of the 245fa for any particular use is the blowing agent which will result in poor LIMIATATIONS responsibility of the buyer. yield and poor foam performance. 4 ThermalGuard CC2 should not be left All guarantees and warranties as to the ' ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Arnthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and pass with a minimum of 30 minutes' high heat or open flame. warranties expressed by the between passes. It is the applicator's manufacturer. The buyer's sole remedy responsibility to test lift thickness for a ThermalGuard CC2 must be covered as to the material claims will be against particular application prior to with an approved 15-minute thermal the nranufacturer of the product. The C commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is the product can be installed safely at the residential or commercial buildings. to be used as a guide and is subject to desired thickness. Installation must comply with all change without notice. The information applicable building codes. herein is believed to be reliable,but SAFETY&ENVIRONMENT. unknown risks may be present. Do not install ThermalGuard CC2 at a ThermalGuard 6C2 is installed by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR independent SPF contractors. It is. and do not apply subsequent passes IMPLIED,INCLUDING PATENT recommended that building owners within 30 minutes of the previous pass. WARRANTIES OR WARRANTIES verify that the SPF insulation ontractor In rare cases doing so may cause OF MERCHANTABILITY OR maintains proper credentials,insurance, charring and combustion. FITNESS FOR USE,ARE MADE BY and licenses and is properly trained to ARNTHANE INC.WITH RESPECT safely install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR Il)1FORMATION test lift thickness for a particular SET FORTH HEREIN. ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or installation to ensure that the product Nothing contained herein shall exceeds minimum building code can be installed safely at the desired constitute a permit or recommendation. requirements for fire safety. thickness. to practice any invention covered by a i patent without a license form the owner ThermalGuard CC2 has low odor during Please contact your technical.sales of the patent. Accordingly,buyer application and produces no toxic representative for recommended assumes all risks whatsoever as to the vapors after application. equipment configurations and for use of these materials,and buyer's recommendations for your particular exclusive remedy as to any breach of Always read and follow all Material application. warranty,negligence,or other claim Safety-Data Sheets provided with all shall be limited to the purchase price of shipments.Additional copies are DISPOSAL&CLEAN UP the materials. Failure to adhere to any available upon request from Amthane recommended procedures shall relieve Inc.or your technical sales Cured/reacted product may be disposed Amthane Inc.,and the manufacturer of representative. of without restriction.Excess liquid'A' all liability with respect to the materials and B'material should be mixed and their use thereof. Basic PPE safety equipment is required together and allowed to cure,then for personal protection including,but disposed of in the normal manner., not limited to.long-sleeve chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or may be disposed of according to local,. latex gloves,splash shield or safety state and federal laws glasses with splash guards,rubber or leather.boots w/covers,full-face.air- WARRANTY&DISCLAIMER 0 purifying respiratory(APR)with _4W ® �rn thane appropriate cartridges or full-face �' The data presented herein is subject to supplied-air-respirator(SAR),`and other, change without notice and is not Amthane inp, 1002 W Main Street Richmond,MO 64085 ..Y� P 816.776.3015 F 816.776.3215 i - www.arnthane.com.. ft ti -,!� .Arnthane ThermalGuard CC2 TECHNICAL DATA SHEET PRODUCT NAME PHYSICAL CHARACTERISTICS . Pro a Value Test Method i ® �r ����� Density(nominal): 2.0 lb/ft3 a ASTM D-1622 >R-value: 7/inch ASTM C-518 TlfbrmalGuard CC2 . Compressive strength: 35 PSI ASTM D1621-94 ( Tensile Strength: 70 PSI ASTM D 1623-78 PRODUCT DESCRIPTION Dimensional Stability: <4%A `� ASTM D 2126 Closed Cell Content: 96% ASTM D 2856 I ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ I") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2 ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 in residential&commercial structures,. Service Temperature: 250 OF(120°C)* exterior foundation or perimeter r insulation,below grade applications,. *Service temperatures will vary depending on application. Contact your Armhane Technical Representative for recommendations and limitations. Always test ThermalGuard CC2 for suitability for yourporticular application in exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a LIQUID PROPERTIES liquid and expands 25z in seconds to fill propertyValue Test Method i and seal building cavities of any shape Viscosity(A) 200-250 CPS ASTM D-2196 and size. It exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM.D-2196 insulation,air-barrier,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM.D-1475 j attenuation properties compared to Weight Per Gallon 'g (B) 9.41bs/gal. ASTM D-1475 conventional.insulation materials. REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Property Value remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F) structural stren h and thermal Rise Time: 12-16 seconds @ 25°C(77°F): 1 insulation properties in adverse t conditions across a wide variety f COMBUSTION PROPERTIES applications. L - Property Value Test Method V Flame Spread Index: <25 ASTM E-84 MANUF4&UREI2 Smoke Development: :5450 ASTM E-84 ThermalGuard CC2 is manufactured I PACKAGING&STORAGE {{{ exclusively by Drum Weight(A) 551 lbs Drum Weight(B) 5001bs Arnthane Inc.. Total Set Weight 1051 lbs' 1002 West Main Street Storage Temperature Range(STR) 60-80 OF Richmond,MO 64085 Shelf Life at STR 6 months P.81&776.3015 F.816.776.3215 *Do not allow materiatto freeze. Do not pre-heat or recirculate(B)material as it will causefrolhing attd loss of www:arnthane,eom blowing.agent. Storage at temperatures above or below STR may shorten shelf life and cause degradation or loss of blowing agent Cold material will develop higher viscosity which can cause duringprocessing such as pump cavitation and poor mWure of(A)and(B)components. For best processing performance tkring application(A) CORROSION and(B)drum temperatures should be between 60 F—80 F i ThermalGuard CC2 is chemically& PROCESSING PARAMETERS . physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115—145°F* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF (PVC),copper,vinyl,and glass. Ambient Temperature: 35—105 OF Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set* . Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray applied using approved equipment.Use *Processingparameters&yields can vary widely depending on substrate temperature,type&condition,ambient 1:1 ratio proportioning system that can temper°tare,elevation,humidity,equipment and other factors. During installation the applicator most observe the achieve the specified temperature and" quality and characteristics of the foam and adjust equipment temperature_&prevwv settings as needed to- ` accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and pressure r�qui rements. '*. t!� performance of the foam. **AL{VAYStest TherinajGaurd CC2 at desired thickness in a safe manner prior to insulating structure to ensure . that it can be safely installed at the desired lift thickness without risk of charring-or combustion..It is the esdusive responsibility of the applicator to achieve proper if thickness for safe application. Safe lift thickness may vary from application to application. 1-> 'elephone 508/563-6049 COLONY INSULATION, INS' 2F Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC, SHEET CONTRACTOR:- �i�l.� y��B f/ `�-` ✓� JOB SITE ADDRESS: ,' ' J DATE: AREA THICKNESS R-VALUE. _ t( '—� Ceiling Qo.C — o� ��� �.�• Cathedral CeilingJr —" Garage Ceiling Basement Ceiling - Slopes . Exterior Wall G arage H se. W all W alkout W all Cathedral .W all Blockers 'ter Overhang Stair/Risers All R-values and thickness measurements are deemed to be accurate by the following installers: 3z7/ dam- '- •�- TECHNI �,CA�, TL_DATA-FO RM MATERI ALS IS ATTACHE D TO THIS FORM' ` p , '. I'�A_'q '�y;,.0 ..�".S✓1M A.�t f^f.1 . 1� �. .� k P. ,.,.i� �r�s -s� �.a �.0 l. .•��'.•-§ � .. �l s, e� zrr Z� 0 - <Y� WINDOW&EXTERIOR DOOR SCHEDULE - r z T z ` $ o .r.z• n,Y.. .zr Roux,aPBnw w.R gym. srne mnreaa. _______ _ g © :.sm.•.s•>y. a ��� Q zs sR•.rc v. e f. 0 S1 I INTERIOR DOOR SCHEDULE MEr RaicR OPeRmc w w)eau z.•I - I L__ + I I PLAYROOMlWRWMLI-- O C I I I G H Fl1LLL BASEMEN ______________ I m.rt z8.ee' usswwawxom-..srn � ^ ______________ « _ r 5 O Qa o 9 ti I 1 DLaa!! U� 1 -,' ;�'.`w_�i i I � cr •: � m�:lF �oF\ 11 l I• - SMOKE DET*CT, RS REVIEWS �- r--- — B LDIN DtPT. DATE s.4 - I a.cs.•y.. ° CELLAR FIRE DEPARTMENT DATE i uR CRAWL SPACE mewm,w,..co..0 BOTH SI?NATURES ARE P,FOURED FOR PERMITT4V0 + y =f 1 _ W f InI naaR raww„w wuu, s• uJ boov u 40 H f Z CRAWL SPACE E n L___________________ $ 8 f: z .h�r�•-- J p 7 ll VI r17 ��I�� 7 i1iU a:gs8 A`F 3,1r1: j4n^' SCNE:•9 NO,Ep tt11 �-� •` FOUNDATION/BASEMENT PLAN oRA�HB. iv�•L:IV'C rb��V�>�/1'Ol �%��� va•-r-0 _______ Ywu Al - 6 L- G! i , zro O _ s O � a� Q SCREENED x q SCREENED IN PORCH ROOF - ROOFDECK , 32'-p 1 gO pppa0( 1- 0.0 OOxtnOt - �T i..,wn V • xv'. © sv cs. 'snow B - - 14'x QF ____ �? _� Q I 14 12 © 4p BQ ® t4 KITCHEN 1 PORCH A 9 m BATH N S O : O C 3 I lO o 4 MASTER BEDROOM - tCg 1 ci ¢ '� POpD'4 I a DINING 14 u MUD ROOM 12 O 0 pup QB - 60 O I - _ I I x® yy I L e I ou�LL! C F pR e { e I 4 �__ ;noRw Roor4�889 e4 H� a tl5�a6 _� R <_ I_ • MH C _ 9 8 n +— wR°cHRoar i voR""cH C BAT I L LIL — ,.® I 1 , ® 2 1 q � I BEDROOM g2 1F nnl 1 _ TV ROOM I OFFICE C' - P�CH RooF I � Isrns��xnao PORCH .DINING ROOM _ BEDROOM#3 Q tih I clui a I 1 1 I usxu.usscwrPmm i _ g E Z�. I I E 3gg m W F I I _______ •- O.vssnanowtrara � �b w £�O I --T �� w earlrwrw,m Rm mr I }� f7J j rcar.utvPero sruw r.mmurxr © II �: 00 Y On-,ap,r % — r wRw Roara�q•�•+ PORCH f_ 1 1 _ 1PeanrorooRl 1 O2 K • q Z BEDROOM#1 .w,wanaw.0 srslry • g I w ® 1 LIVING ROOM . w O Z __________ _______ I Pr>=nn®1 ------------Il______ FOYER �. �7'Q O• E O I 6 J o O 1 i ur i a* 1 >,� MARK A. ' MCKG'1'silf.4G �' MIE:msmizot4 Roo09m U CIVIL P _ PaSEo 6CnlE:A9 NOiED SECOND FLOOR PLAN I RST FLOOR PLAN A g � .,tea arMreHo>< b `Fe GJST� -vat AZ — 6 a ' ' w.�aroa -• �� ----------------------- ----------------- m a ED] � � 0 0 a FASTING HOUSE(rem-IN) m PROPOSED POOITION RIGHT SIDE ELEVATION ID e � O O OO n a Ntu F lu m < rT O O ® ec= z oOf a w.:�`Rart ro�wmww ® umuomrmr,o w,wc yW$'a.J.� W —,a,wroomnc PROPOSED RDOO,ON usmmve- „ .u. FASTING HOUSEI��re) 'I 6 . r T , G - LEFTSIDE ELEVATION scuE:.s NmeD w•,•a A3 - 6 j e >� . m e I a § G a.�w.a.�Pnwso P.a.wu • .. _ __ , All.m m BnTH eAiH »,o..m•7 .3dr: "" Iam MEYEII PROP.ADDITION� EXISHNG HOUSE(mmeXillg) _I �x RN09ED R roX�m� PPP. oP,l mp Q FRONT ELEVATION PORCH MUDR M IIr vo-rc• .. ' azrP.mP.o.�•.«.m��m - - r�� � - rm,roam,»r St SECTION Q MAIN AMMON-PORCH,MUD RM.BATH 4 rw.ra § o rar mR04�I y = ® W f -- artro.D.,No.EX„o..m� 5 C o z to u O sW� w xeemo 13 zrw�rvv-u..rz w.re»oe+ e�•a o 'a i o w .arvroauR PROPOSED-DMON Q wrE:m REAR ELEVATION acuE:ws NorED A4 - 6 `< a .? z Tel 4 f g « YSS a' F qUq yr,o,u,.�er[w, nw rr,[. ,w�'��n, �,. + '!•e... F. "f � ' . a„ »�� roam .,v �•�f' -tzi �� nrosr b - 1 NALL al F !g I MASTER BEDROOM F �,o[ev[ex>aed r us.mmro. � dq �rv,nxe,nerrw» y vexmrow,ae¢nx % wwo�o,ry[,ow>< x a,,,o rd.»�..[.o[o'....a 1 ",....ro[.�[[ a .o a,[[wm,w,d[.[, P«�wo°�:�.. s- ���.. �vn�• w>b -- ..n rmrw r.r zee im•n a ownm,omm �u - II -�'1 •�uJ�-ef� b DINING PORCX b ww:. row,m I PORCX L SCR�EENFD IN PORCH wrw[ r.,Lc w wda M[ro Dam Rama rw _ w�2mw.xwrec[ kO•'"" 5 is lc elm vt awmrowrdem,. wamm[wen w> II ____ r ' mm - :.o.o� PLAY ROOM IW ROOM d z+w..ac wor me.wdw h FOLLL BASEMEN { " 11 UtLLLiY er mo wuu - wm II y ' W _ S7 SECTION @ MAIN ADDrrION-SCREENED IN PORCH - S2 SECTION aQ CONNECTOR(stalre Dath,hails) T s �Y 5 V , s h. 2 1' <n'SSa X W. C q u d,ym p�c p MARK A `kc F a MCKE^JZl� j C!V,L . F. "ISTER F"ONAL uuE asNmm va �= o gQ M sz $9 R ITnta mnw�n, salty - 01 ei 71 8 ¢ 3 w- a _ w y ,q o � a o J I I II I 1 Otv I 1 1 I I — N i 5 . . . . , u 8 L o.1 rr e — ® I L L I I 1 2 1 1 I Hill Al lill p EXISTING U E RO F REMAIN c = x ii i i ao�aeN CEwNclaos IN z , I>oacN aoGF , i " m m LL 1 LS _ e c z a ------------------ 1 n 80 Q z 1 m I 6 J e i .02 la , 1 1 o=rF SfiARK A. . 1 1 MCKEIZIE v` ----------- s ROOF FRAMING PLAN o L SECOND FLOOR FRAMING PLAN tl�•.tW �rG%�T t;�>i v�•-t'-a• oaAwmms-.. - S TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � � Parcel 049 C Application # 0?01, q6 Health Division _ Date Issued Conservation Division Application Fee 419 I: b Planning Dept. Permit Fee. 3 w Date Definitive Plan Approved by Planning Board �v Historic - OKH _ Preservation/ Hyannis Project Street Address Village GO�� Owner IX10tv ie 6a6ck& 6e-4.) ) Address�l� Telephone 5_1D — 3 A4. _ &74/7 Permit Request C't;1A10Wd C7' ItAGAJ /qA& � Ls Square feet: 1 st floor: existing proposed/� 2nd floor: existing proposed lei Total newv'?a2g� Zoning District Flood Plain Groundwater Overlay Project Valuation V ©©O Construction Type � /1/4�F Lot Size �17 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family J& Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: XFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) ���� Basement Unfinished Area(sq.ft) ZI-5-6) Number of Baths: Full: existing new Z Half: existing new Number of Bedrooms: existing 9 new Total Room Count (not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: P.Gas ❑ Oil ❑ Electric ❑ Other Central Air: AYes ❑ No Fireplaces: Existing New,349*5 Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ o Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use c> APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam,,/)/N �l �fi�Gr 8 � Telephone Number" Address ��O �bx 2 � License # e 2,(e Home Improvement Contractor# lD 'F>49 Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ! �`"� FOR OFFICIAL USE ONLY yAPPLICATION# DATE ISSUED & MAP/PARCEL NO. zi ADDRESS VILLAGE :i OWNER r{ 6wtite. DATE OF INSPECTION: � Enos, t FOUNDATION `� Z� � r �'� ��-� � c� ok R"�';o '� ryRr6f.Pl�l r r FRAME �97J1 6 0? Z INSULATION /NS FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING IIII y �Q <<� O �l f "4 DATE CLOSED OUT ASSOCIATION PLAN NO. r y The Commonwealth of Massachusetts _ Department of Industrial Accidents Office of Investigations 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: City/State/Zip: TUFT ��� �j� Phone 4: Are you an employer?Check the appropriate box: Type of project(required): am a employer with 6P 4. ❑ I am a general contractor and I j employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.: 9. ❑ Building addition required.] 5. ❑ We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.❑ Other employees. [No workers' . comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: aY,1Z/A-AE-,V1,t, Policy#or Self-ins.Lic.#:6S5" 1_1125• 0 -76 A17T 02 Expiration Date: 7 Li ill Job Site Address: zo If-14-r4/ �� . 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 may be forwarded to the Office of Investigations of the DIA for insurance c verage verification. I do hereby certify the pains penalties of perjury that the information provided above is true and correct. Si nature: 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 5.Plumbing Inspector 6.Other Contact Person: Phone#: V UAU �p WORKERS COMPENSATION AND 'EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S59UB-0276M74-2-11 ) "RENEWAL OF (6S59UB=0276M74-2-10) INSURER: CONTINENTAL CASUALTY COMPANY t. NCCI CO CODE: 80381 INSURED: PRODUCER: A I ENTERPRISES INC HORGAN,INS AGCY PO BOX 2056 PO BOX 250 ' COTUIT MA 02635 HYANNIS MA 02601 Insured is A CORPORATION Other work places and Identification numbers are shown in the schedule(s) attached.- 2. The policy period is from 07-18-1 1 to 07-18-12 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: 'Part One of the policy applies to the Workers - Compensation Law of the state(s)listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in Item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $J 500000 Each Accident Bodily Injury by Disease:` .$ 500000 Policy Limit - Bodily Injury by Disease:, $ 500000 Each Employee C. OTHER STATES INSURANCE:-Part Three of the policy applies to the states, If any, listed here: " COVERAGE REPLACED` BY ENDORSEMENT WC 20 03 06A D. This policy includes these endorsements and schedules: SEE- LISTING OF ENDORSEMENTS EXTENSION OF INFO PAGE. 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and'Rating Plans. All required information.is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: -07-18-11 WC ST ASSIGN: MA OFFICE: .CNA 04J. -PRODUCER: 'HORGAN INS AGCY 28XBF, 004102 . Town of Barnstable Re,"latorg Services 9&xxis ,4 Thomas F. eler,Direcfur, B.uiIding division } Tots Perry,BixUding Caws aisnoner. 200 M street,Hyanaia,AA 02601. , wwwAawyJ arnsfable.ins.us IDffic,--: 5018-8634038 - Fax: PropertyAOwmr Alus t ;. Complew and Sign This, Sectxon If Usk A Buil&r' 1 as Lr of the suyjecc pra��er o act on my 6-hay, i<-i all.maaeis r•la�dre to vrurk airhotized dry d building petnut appllcatL for 607V1 (Ad•dimss of Jab) Signa of ` L'a ;. �1 L_ h d iry Print rra.� __-- - if Proper (?ycneris app-ding fozper rutplease c6 lete the Ho=o ers License E: cmption Form on the revzr3e side. A • 8' Edition Massachusetts Building Code Mass. Version of the WFCM 110 MPH Exposure B Checklist M c,K EyN TE Summary of Construction Require rnents ENGINEERING CONSULTANTS project: Lloyd House, 1109 Main Street, Cotuit structural•civil•environmental •. Per review of location, site is Exposure B • The Mass Checklist has been satisfied except for the following: o The walk out section is considered a third level and is not covered by the checklist. Refer to the design documents for hold down and nailing requirements o The right side elevation does not meet minimum % sheathing requirements. Refer to the design documents for hold down and nailing requirements. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: 5/8"bolts spaced 48"o/c with minimum embedment of 7"into concrete. Additionally, a bolt must be placed between 6"and 12" of each corner. All sill plates to be connected using 3"x3"xl/4" square plate washers. Note hold downs are required with Simpson SSTB28 anchor bolts or 7/8"threaded rod drilled and grouted 15" into the foundation wall. Floor Construction Requirements: First two joist bays of the floor framing from each gable end to be blocked with TJI blocking or 2x lumber 4' on centenfor the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6"spacing at the edges and 12 inch spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x6, 1.6"on center. The double top plates on the exterior walls to have a minimum splice length of 4 feet and splices to be nailed with 16-16 d nails in accordance with Table 6 in the WFCM 110/13 booklet..Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot for all second floor elevations and 4-16d nails on all first floor and walkout level elevations. IFor 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, and 'for openings 10-.12 feet wide,4 king studs are required. Refer to the design document for specific requirements. . For shear and uplift connection of the sheathing,the sheathing is to be nailed as shown on the design plan documents. All nails are to be 8d or equivalent gun nails (.131 x 2 '/2"). In order to 1279 Millstone Road eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com c° installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2" into the floor box on two story walls(Note 4 Sheet attached). Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter with 4- 1Od nails per side. If blocking is not desired, Simpson H-l0A or H-14A hurricane clips can be substituted and installed on every rafter. All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with (5) 10 nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Note due to the outlookers on the gable end roof framing, refer to the WFCM booklet for nailing and construction requirements. Roof'sheathing to be nailed using 8d or equivalent nails 6"on center at the edges,6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. 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. 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-2011 catalog 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 Architectural Innovations and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and vp,$U-F�ao d result in non- compliance with the requirements of the wind design. s: ti -�' V .. NIARK i V r. C Q4..r{R No. s� Mark A.McKeri��c� Pres.,McKenzie j!iq sultants, Inc. Attachments: Mass Checklist I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR s3oi.a.><.>I)1 U oyd *ate Check h 0�, Compliance 1.1 SCOPE �101 i Wind Speed (3-sec. gust)........................ fv.�.+.. p...... ......... .............._..................110 mph '✓� Wind Exposure Category......................................:.............:............. ...............................:....................::.....:.B c� 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 7—stories <_2 stories Roof Pitch ................................................:...................,......(Fig 2) ..........................................:LLZ<_ 12:12 J . Mean Roof Height ................................ ..............................(Fig 2).................................................. <_33' Building Width,W ......................:......:................................(Fig 3)..............................................:."40 ft <_80' Z/ BuildingLength, L .................................. ..........................(Fig 3)..:........................................... . ,D < 0' Building Aspect Ratio(L/W) ............ (Fig 4)........................................ f3,/_3:1 !/ Nominal Height of Tallest Opening2 (Fig 4).:.:........................ <6'8 1.3 FRAMING CONNECTIONS t J General compliance with framing connections...................(Table 2).....................................::..... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ` Concrete.............................................................................................................................. ConcreteMasonry ...:........................:......:...:............................ ............._..................................... AOW •. 2.2 ANCHORAGE TO FOUNDATION'-', to 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete oil Bolt Spacing-general ................................. ........(Table 4)................................... in. c/ Bolt Spacing from end/joint of plate.,.::............ ............(Fig 5)..........:.......:..,.............. Bolt Embedment-concrete........._................ .............(Fig 5)..................................................-7 in. >7" Bolt Embedment-masonry.................. ... ....(Fig 5).......,.................................... Aff- in.>_ 15" AAA- Plate Washer........................................ ...............(Fig 5)........................................ .... .e 3„x 3„x 3.1 FLOORS Floor framing member spans checked...............................(per'780 CMR Chapter 55)................................... Maximum Floor Opening Dimension*..................................(Fig 6)..................................................Z ft< 12' .� Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... NA` Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)........:............................................ Oft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.......... (Fig 8 ...................... Oft <_d FloorBracing at Endwalls.......................................:...........(Fig 9)..........................................:. ..................... . Floor Sheathing Type ...............................................:........(per 780 CMR Chapter !�!f� Floor Sheathing Thickness ...................... ..........................(per 780 CMR Chapter 55).......................�in. Floor Sheathing Fastening..................................................(Table 2)..Cd nails at .4_in edge//:27min field f 4.1 WALLS Wall Height Loadbearing walls............................................. .........(Fig 10 and Table 5)........................... ft < 10, Non-Loadbearing walls. ............................ (Fig 10 and Table 5)........................... ft s 20' Wall Stud Spacing ............................................... ...(Fig 10 and Table 5)......................I&in. <_24"O.C. Wall Story Offsets ...`.:.'. '....................(Figs 7&8).,...:.............. .;...................eft `-d _1z 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x_&__ A ft in. ✓ 5 � —t ✓ Non-Loadbearing walls. .................... ......:.. :...:. (Table )....................... .... .2x - ft O in. Gable End Wall Bracing' Full Height Endwall Studs .................. :.......: .......(Fig 10)....;......... ................................................. V WSP Attic Floor Length...................:...:.......................(Fig 11)......... ............:...................... ft>_W/3 NA Gypsum Ceiling Length (if,WSP not used)...............;..(Fig 11)............................................ >_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).. ...... ................... :........ ......... !p`� 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) �I' . ft Splice Connection (no. of 16d common nails).............(Table 6)........................................................... L'LoY0 ttousc AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance`(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails)........ ........ ........(Tables 7).......... ...... ........................L.. Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... y Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)...........::... ....... Sill Plate Spans ................` �........................................(Table 9).. .. .. �...........� --in.<_ 11' Full Height Studs (no. of studs)...............................:...(Table 9)... ..........................._1 ✓t Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).........:........................ /o ft in. <- 12' f Sill Plate Spans............................................................(Table 9)..................................LCjft_-in. <_ 12" �- Full Height Studs(no. of studs)....................................(Table 9)....................................................... 3 c/ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz ........ :......................................._..........................6 1�<6'8" SheathingType...............................................(note 4)........:.........................I.......a..........:. GOX Edge Nail Spacing...... ....(Table 10 or note 4 if le s)........................ in. Field Nail Spacing......: .... ..... ....(Table 10)........ � ✓ Mf S dt.�s►}� .fin • Shear Connection (no. of 16d common nails)(Table 10).............l�j....... .. ..5..".......� ✓ . Percent Full-Height Sheathing........:..............(Table 10)...............5.C' _jo..�!1!!.?.t.........� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.,.....................................................................A�'6'8" SheathingType....:.::......................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ . c/ Field Nail Spacing..........................................(Table 11)................................................. f�n n. Shear Connection (no. of 16d common nails)(Table 11).............................................. Percent Full-Height Sheathing ...............`.:...(Table 11):................... ......... ......... o 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....:................ + Wall Cladding Ratedfor Wind Speed?.............................. (/................................ ............................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19 .. .ff<-smaller of 2',or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..............................................:.(Table_12).......ff; 64. .�t .b(�..U=�P If Lateral.............................................(Table 12) L=��Q S plf Shear.........:..........:......................:...(Table 12)............. jplf. ......:........... - ✓�' `Ridge Strap Connections, if collar ties not used per page 21... (Table 13).......................:.......T=- Z6nplf Gable Rake Outlooker.............................:.... .......(Figure 20)......::...... 7ift<_smatter of 2'or /2 ✓- Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)...... ���.LG `5.........U=417lb. 41-*** Lateral (no. of 16d common nails)...(Table 14).......................: ...... .......L=4!Wb. Roof Sheathing Type.................... ...........................(per 780 CMR Chapters 58 and`99) ............GDP t/' Roof Sheathing Thickness .:.. ........................... . ......... ............................ t >7/16"W.S_P/ Z;_�_• Roof Sheathing Fastening.......................................:...(Table 2)..................................7......................1�+1�7 Notes: 1. This checklist shall be met in.its entirety,'excluding the:specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a.. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner 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. s. 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 -WHEN THIS EDGE RESTS ON FRAMING 4JSESd NAILS AT 61o.c: . CD 11 11 11 1 ,I 11 1 ' 1•I 11 1 11 • 11 Ir I1 'COO 17 11 1 II 11 IL 1 II ,I a u ' W14 , 1 II rl 11 11 al MAIL SPACING +I } PANEt zJ I See,Detall on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in Nigh Wind Areas: 110 mph Wind Zone Massachusetts Checklist for.Compliance (7so CMR 5301.2.1.1)cc a Z , ti m FRAMINGMEMBERS iI I EDGE r , r , ------- STAGGERED 3"MKJ. WL PATTERN PANEL' PA14Ei EDGE DOUBLE NAIL EDGE SPACWG T*-rAL Detail Vertical and Horizontal Nailing for Panel Attachment - f RES check Software Version 4.4.2 Compliance Certificate Project Title: Architecural Innovations, Inc Energy Code: 2009 IECC - Location: Cotult,Massachusetts Construction Type: Single Fatally Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 1200 ft2 Glazing Area Percentage: 14% Heating Degree Days: 6137 Climate tone: 5 Owner/Agent: r. Agent: Designer/Contracto Construction Site: LLoyd Residence Architectural Innovations,Inc Colony65 athan Bourne Drivve 1109 Main Street Go BOX 2026 Cotuit,MA 02632 Pocasset,MA 02559 Cotuit,MA 508-563-6049 Compliance:2 3°/n Better Than CodeJ Cont. Glazing UA Gross Cavity Assembly Area or R-Value R-Value or D.. Perimeter U-Factor 1500 38.0 0.0 41 Calling 1:Cathedral Ceiling 32 Wall 1:Wood Frame,16°o.c. 640 21.0 0.0 Orientation:Front 64 0.290 19 Window 1:Wood Frame:Double Pane with Low-E SHGC:0.45 Orientation:Front 21 0.290 6 Door 1:Solid Orientation:Front 29 Wall 2:Wood Frame,16"O.C. 640 21.0 0.0 I Orientation:Back 88 0.290 26 Window 2:Wood Frame:Double Pane with Low-E SHGC:0.45 Orientation:Back 40 0.290 12 Door 2:Glass SHGC:0.45 Orientation:Back 480 21.0 0.0 23 Wall 3:Wood Frame,16°o.c. Orientation:Left Side 40 0.290 12 Window 3:Wood Frame:Double Pane with Low-E SHGC:0.45 Orientation:Left Side 32 0.290 9 Door 3:Glass SHGC:0.45 Orientation:Left Side 480 21.0 0.0 25 Wall 4:Wood Frame,116"o.c. Orientation:Right Side 40 0.290 12 Window 4:Wood Frame:Double Pane with Low-E SHGC:0.45 Orientation:Right Side 1200 30.0 0.0 40 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space Furnace 1:Forced Hot Air 85 AFUE Compliance Statement The proposed bui' t on d sign proposed bung plans,specificabons,and other ilding has been desitgned t the 'I meet Phe 2009 IECC requirement in . calculations submitted with the peen appl i REScheck Version 4.4.2 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Report data:02/28/12 Project Title:Ardhitecural Innovations,Inc Page 1 of 5 Data fAename:C:\Usersljune.000\Documents\REScheck\Archlnn2-28-12-iloydRes-1109Ma nSt•Cot.rck fd T00n NOI,LV'IfISNI ANO'100 LTT9f99904 XVA 6T:TT ZT0Z/8Z/Z0 r, f a C'.J"1F fN ti l am" Date ure flame-Tine i I _ Report date:02/28/12 project Title:Arohiteoural innovations, Inc Page 2 of 5 Data filename:C:\Users\june•000\Documents\REScheck\Archlnn2-28-12-IloydRes-1109MainSt-Cot.rck Z0013j NOI,LV'I11SNI AN01I00 LTUVEIGSOS XVA OZ:TT ZTOZ/SZ/ZO REScheck Software Version 4.4.2 Ins ection Checklist p Ceilings: I;,1 Ceiling 1:Cathedral Ceiling,R-36.0 cavity insulation Comments: Above-Grade Walls: 1-]Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: I]Wail 2:Wood Frame,16°o.c.,R-21.0 cavity insulation Comments: ]Wall 3:Wood Frame,16'o.c.,R-21.0 cavity insulation Comments: ❑Wall 4:Wood Frame,16"o.c.,R 21.0 cavity insulation Comments: Windows: ❑Window 1:Wood Frame;Double Pane with Low-E,U factor:0,290 For windows without labeled U-factors,describe feature Break?---Yes�—No #Panes—Frame Type Thermal Comments: [] �Frame:Double Pane with Low-E,U-factor:0.290 Window 2:W factors,describe For windows without labeled U Thermal Break? Yes—No #Panes—Frame Type Comments: Cl Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features:Thermal Break.'—Yes--No #Panes Frame Type Comments ❑Window 4:Wood Frame:Double Pane with Low-E.U-faotor:0.290 ors,rJesc+ibe For windows without labeled U4actThermal Break?_yes——No #Panes—Frame Type Comments: Doors: ❑Door 1:Solid,U-factor.0.290 Comments; ❑ Door 2:Glass,U-factor.0.290 Comments: ❑Door 3:Glass,U-factor:0.290 Comments: Floors: ❑Floor 1:All Wood JoistlTruss:0ver Unconditioned Space,R 30.0 �otthe v isulation Comments: Floor insulation is installed in permanent contact with the undersidubfloor decking. Heating and Cooling Equipment: Report date:02126112 Page 3of5 Proiect Title:Architecural innovations,Inc Data filename:C;\Users\june.000\Documents\REScheckWrchtnn2-26-12-AoYdRes-1109MainSt-Cot,rck E00 z NOILVIRSNI IN01100 LTT96 M9 YVd OZ:TT ZTOZ/8Z/ZO Ll Furnace 1:Forced Hot Air:85 AFUE or higher Make and Model Number: Air Leakage penetrations.and all other such openings in the building envelope that are Joints(including rim joist junctions),attic access openings, �• a are sealed with caulk,g asketed,weatherst(ipped or otherwise sealed with an air barrier material,suitable film or sources of air leakag solid material. l tween dwelling units,on exterior walls behind tubslshowers,and in openings between Air barrier and seating exists on common walls be I window/door jambs and framing. a IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk 1 1 Recessed lights in the building thermal envelope are 1)typ between the housing and the interior wall or ceiling covering. f Wood-burning fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: 3 Building envelope air tightness and insulatallation been sat seeds by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following ite (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. gned with insulation and any gaps are sealed. (b)Ceiling/attic:Air barrier in any dropped ceiling ubsffantial contactit is ,andally aaontinuous al gnment with he builldi g envelope air barrier. (c)Above-grade walls:Insulation is installed in s (d)Floors:Air barrier is installed at any exposed edge of insulation. Batt insulation is cut to fit around wiring and plumbing,or (a)Plumbing and wiring:Insulation is placed between outside and pipes sprayeftlown Insulation extends behind piping and wiring. (fl Comers,headers,narrow framing cavities,and rim joists are insulated. (g)showerltub on exterior wall:.insulation exists between showers/tubs and exterior wall. Materials Identification and installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. a manner that achieves the rated R value. insulation is installed in substantial contact with the surface being insulated and. in e dete ❑ Materials and equipment are ident'�ied so that compliance can b ent and service water ing equipment have been provided. ❑ Manufacturer manuals for all installed heating and cooling olin equipment efficiency are clearly marked ton9he building plans or specifications. insulation R-values,glazing U-factors,and heating q p Duct insulation: All ducts not completely inside the building envelope are insulated to at least R 6. Duct Construction and Testing: P ducts. Building framing cavities are not used as supply as return y means All joints and seams of air ducts,air handlers,fitter boxesoved closure syst and building ems.Tes apes,mastics,and fastenersubstantially are Irated ULt 181 A or ❑ P of tapes,mastics,liquid sealants,gasketing or other approved of at least 1 1!2 inches and are fastened with a minimum of three UL 1816 and are labeled according to the duct constructi duct connections with equipment and/or fittings are mechanically on.Metal fastened.Crimp joints for round metal ducts have a contact lap 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, welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). g Continuously ❑ All ducts and air handlers are located within conditioned space. Temperature Controls: g degree F for' At least one programmable thermostat is in to control the primary heating system and has set-points initialized at 70 the heating cycle and 78 degree F for he cooling cycle. ❑ Heat pumps having supplementary ementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. }leafing and Cooling Equipment Sizing: ing are included by an inspection for compliance with the International Residential Code. Additional requirements for equipment siz •.--_-- _ _ Report.date:O2/28112 Project Title:Architecural innovations, Inc Page 4 of 5 Data fllename:C:\Users\june.0o0\Documents\REScheckWrchinn2-28.12-"oydRes 1169MainSt Cot.rck b00[n NOI,LH'IIISNI AN01100 LTT9t99809 YVA OZ:TT ZTOZ/3Z/ZO i 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. 'culatin um when the I � manual switch to turn off the Lyr 9 pump Circulating service hot water systems include an automatic or accessible system is not in use. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. �I Swimming Pools: Heated swimming pools have an onloff heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. �I 0 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 a minimum insulation value of R-12. Exceptions: Covers are not required when 600%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: supplied from the service to a building shall include automatic controls capable of shutting � Snow-and ice-melting systems with energy 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: 0 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and 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) i Report date:02128/12 Project Title:Architecural Innovations,Inc pa 5 of 5 Data filename:C:\Users4une.000\Documen11s\R IloydRes 1109MainSt Cot.rck 9e 500[2) NOI,LV'IIISNI xN0,103 LTT9V99809 YVd TZ:TT ZTOZ/8Z/ZO 20091ECC Energy 1,..._.1 Efficiency Certificate ®it •38.00 C41 Iling I Roof V 1,di 21.00 F 1;wr I Foundation 30.00 Ui ictwork(unconditioned spaces): 1 D.. II 0.29 0.45 l ii Indow 11. r 0.29 0.45 i 1 oil q .. . Equipment Efficiency I 1'aced Hot Air Furnace Peter Heater. ■it i Pir it te: Date: C i ntnents: 900[m NOIIVIIISNI AN0100 LTT9699905 YVA ZZ:TT ZTOZ/SZ/ZO Office okon9u°m�i °t'fairsi.e�g � License or registration valid for individul use ont ~ HOME IMPROVEMENT CONTRACTOR �, before"tlie expiration date. If- .. .P found return to: Registration �109606 Type -Office of Consumer Affairs and Business Regulation Expiration 9/21Y2012 Private Corpo�ilu� 10 Park Plaza=Suite 5170' A'.:. ERPRISES ItVC � ton,MA 0211ti . Bos ' PETER POMETT� Jri D� 14t}LITTLE'RIVER,R`DF i COTUIT' MA 0205 `''�/v�-J A Undersecretary Not valid w ithout signati.e • � "k. i r4Fl :k M iss chusetts I2e�rrr mcnt of kubl,c.Safct� .- $o.utltt Bui(t1rn Regulations , Stiindnrds ham; Consttucfion Supervisor License L ` License: CS :50457 .Restricted to: 00 r F` �. PETER M POMETTI PO BOX 205t ; COTUIT, MA 0�635 , z:• , Expiration: .4119/2012 w y ('onunisviumi Tr#:• 21436 • c , , v F `OpiHE Town of Barnstable O BARNSTABLE. Regulatory Services MASS. i639 Building Division p�FD MAC s 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection FI�J A l.._ (µD u 5 6) Location J 1 D'� (Yt A-S O ST Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following'tems need correcting: rt A03'�F-'; Tb Z'�J) 1—LCbr C� ti.. � .aS►Jt�al..� � R��-r-�o N N W. FOP� N E�� Z,JS�UST I uw Tip R ASS ME�.TI�' Please call: 508-862-4038 for re-inspection. Inspected by Wne,�- i Date "7l (1 3 • SMOKE DIET C TARS y a BARNSTABLE BUILDING DEPT. 0E b$ IF - FIRE DEPARTMENT DATE za ` BOTH SIGNATURES ARE REQUIRED FOR PERMfMNG b aE G.T.310 DECK JOISTS@160.0 F� CARBON MONOXIDE ALARMS J� MUST BE INSTALLED PER - - - r I i MASSACHUSETTS BUILDING CODE 1 i 1 I � 1 I I I I I I - I I:I 4 I I UTILITY BROOM 0 FAMILY ROOM g9 a I I I y n - ^I � $ I I STOF/.GE SRORA[= LAUNDRY u I --- C I 2 DETAIL•A• LU I 02 Q FIRST FLOOR FRAMING PLAN FOUNDATION/BASEMENT PLAN .Kx+"R'" '°® - tN OF M row MARK A. cKE E c 4 STS FS3/ONAL ENG a • } I I ROOF SCREENED IN PORCH ¢ WOOD DECK' SCREENED IN.PORCH C DECK I b I I y ry }O BEDROOM 4 i _ }9I LMNG ROOM 4 s 1 L FAMILY ROOM = h S MASTER w PATIO BEDROOM 3 a I aro 0 7 m 4 O - S O i O s k BEDROOM wuKIN e I I y OFFICE • ttOSEf I � O T 1 _ _ • c __ __n I e i�____ __ � ®A� © jFOYER Bg1N o rs UDR— I " _0 j s j � OF W . weln,mw P SECOND FLOOR PLAN r�/ pie°1h1eq' , MARK A. FIRST FLOOR PLAN Ia•=ra a McKENZIE IN•=ra N O.c FGlSTE•a �? I I �Z A2 7 - FSSIONAL ENG _ !�L 03 r U�� a _ C FT F LEFT(east)SIDE ELEVATION FRONT(north)ELEVATION - iN•e t'�P 1/1'=fd I - Of = E F � � o F A3 - 7 +� z 01 S3 L`e Ell ®®®,. ®® ® —'- -(Edi—ii _¢ e N. - 4 - o Jl i e e e Jl i. Ul Il Jl Jl Jl ii i'i ii i c __ ----------------------L------ ------- -- -------------------------------------------------�. U 01 = t RIGHT(west)SIDE ELEVATION - - REAR(south)ELEVATION F' - 1H•=1'O - 1H••1'd - y tl W � z 5 .. - j.' m g A4 -7 ' Y� N Fz� a� 1 � b HPLL olpe�eOva_ BATH io wee is os j CLLOSET— BEDROO M/ BA o M ' ROOF DLIX 4 __— T T I I I I ,. q b (� ®® •�a•.,esN.wm.ooc '. 4 N .�e u rn"`e"s°°�'c 4 wmr,..r. 1. _ I'Po�II IER y/E7� OINIRG b ,c II F� LMNGa�rEENED INAli tOMaI * Ifu F ovxa>,e.is o.c I I 1 _�— 1 F 4 camr n r If .ewm rmrou_ eyanm � 1 ' °r�°a e�mo.aen.en,'oi�+ ru'N rvnm I FPMILY rn.crm�m CLOSET UTILItt ROOM I ROOM ` urwmm uw ; ea,or ' CLOSET _ � I ,mre. W ® = t 57 SECTION THRU DINING RM.&MASTER BEDRM S2 SECTION THRU FOYER,FAMILY RM.&SCREENED IN PORCH e J e w J w E enw® A5 - 7 ` 0 • ��I 1 1 �1ja•111c1 1 1 1 1 1 1 1 aav®n..o.vau,do..en.L. Imv.��,.�c.�aoeww e..� 1 1 1 1 1 1 1 1 1 1 1 1 1 e,emua ee� ICRwcm�e Oemm - - __� wpddmeepam _-_ ___ , . 1e.� 'o-01pO`¢'41 woo mwa wpdpoteeea.m a C ` dpp�e BEDROOM BEDROOM V SLEEPING PoRpI vam iv i,is. p LNG N(iCH ' i t=aamn n= F ^ �� e.ic avne cac cec .o-. .we IF '— 14+dnwlmd __ . •. , P.4 wveuae,eaienc OFFICE FMIILY ROOM SCREENEDIN Ml—C SORE -IN NRCII - e SNe - m.c FnLBLY Roots t{ F{ Fi hi- ti [Sd, SECTION THRU SCREENED IN PORCHES,DECKS W 6 u-ra 0 { Z t �ytH OF ,,S3 SECTION THRU BEDROOMS,PORCHES&FAMILY ROOMS MARK A. scN W . Pal.d.�P a c ZIE 9 < `Q` = 2 E14� J W S�ONA I I eev,al I /� y II II :iEI I I SS SECTION THRU FRONT COVERED PORCH A6 - 7 r� r ,,"* , ht00EL1(JOISfS�16'O.G - hB RF RrK1ER96 160G �( wan Ale, am.00®em�.e P 1 11 1 I•I I I t• r( p yµ I 11 1 1 I Jay , so s�o 1 ��' 1 k �j�¢.k ;�t• _ i 41 lid El Ll CEILWOJOISTS•1lOJ:. I �.� an m+nemww 1 3l PODF set g BO.G 1 '^{ -• In S J � n 4 a SECOND FLOOR FRAMING PLAN tH OF s! F w. AAARK ROOF FRAMING PLAN M NZIE u`.nc a e ezPaPw L OR�FQ� TbR�O?��� 3�9�z wswwa A7 7�Ss�ONAI 4" 30-0" TOWN`OF BARNSTABLE. 4'_0" _ X-10"HIGH CONC.WALL 8 1Ut1 A-S FIN 3 43 FNDTN.WALL STf_P LOCATION ON 10"X20"FOOTING r- — — -- — — — — — — — — — — — — — — — — — RETAINING WALL — DI1fSI0N - - - - - - - - - - � I 8'THICK X 7'-10"HIGH FNDTN WALL WALL DEPRESSIONS AT DOORS CrYP.)ON 10"X20"FOOTING 7'-10"HIGH FOUNDATION WALL WITH 6"SHELF-DROP - T-10"-HIGH CONC.WALL BOOM BELOW FOUNDATION ON 10"X20"FOOTING E T PURLIN ANCHOR-SEE PAGE 2 I. OF MANUFURER'S PLAN 8 I - I III -�� STONE VENEER kwb ,ILFr -� BATH PLANLL I I 3 a �(ABOVL-) o SHELF TO RECEIVE I r— FNDTN.WALL STEP LOCATION I I STONE VENEER 6�' 6„ WRAP CORNER I `� � '-- —�-- �, .. I N T-10"HIGH CONC.WALL 5'-10'HIGH CONC.WALL - ch DROP BOTTOM OF FOUNDATION 2' DROP BOTTOM OF FOUNDATION 2' EXTENDED FNDTN.WALL t2-:O' (TOTAL 4'DROP) _ AT GRADE DROPS SEE SITE PLAN PROPOSED . N OF A••,ySr FOUNDATION PLAN AMENDMENT 3r MARK 1109 MAIN STREET, COT_UIT, MA M .......... _ PROPOSED va -1'-0° FOUNDATION DETAIL A F�, ✓arc�4 �a�Q�r�FSS'ONn L'� FaAt�a�G�7 j - i , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # lS Health Division Date Issued $Z Conservation Division Application Fee + d Planning Dept. Permit Fee tp �P `0 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village 7 Owner i.� �i �l�® � Address Telephone Permit Request a//c.z Square feet: 1 st floor: existing proposed jW2nd floor: existing&eproposed Total new/7,0 9) Q Zoning District Flood Plain Groundwater Overlay �� `ga Type T4 l_ � Project Valuation �, Construction T e/ \9 Lot Size D7 Grandfathered: ❑Yes ❑ No If yes, attach supporting dooumentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) ] JAge of Existing Structure A00 Historic House: ❑Yes XNo On Old King's�H ghway: 'O Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other T��u' r (V Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)t Number of Baths: Full: existing new Half: existing need l Number-pf Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other QCentral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No / Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing Xnew 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# 1 7 Current Use Proposed Use APPLICANT INFORMATION -BUILDER OR HOMEOWNER) Name /� ��c'Jr ,r�^��' Telephone Number Address License # Home Improvement Contractor# Worker's Compensation #��� i ✓��71�/�1`7 —�—// ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i . FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED 1 MAP/PARCEL NO. ADDRESS VILLAGE — OWNER DATE OF INSPECTION: FOUNDATION u �C i E FRAME INSULATION FIREPLACE w ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL FINAL BUILDING r r DATE CLOSED OUT ASSOCIATION PLAN NO. ` n+e Town of Barnstable sa[MAS&�e - Growth Management Dmalkssion r� nt �I 16 9. g 9r o r, � ArFoe`e Barnstable Historical Co �� ^� www.town.bamstable.ma.us/histodcalcommi'ssi'on z� F 12 Jo Anne Mif er Buntich,Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Jessica Rapp Grassetti,Chair Laurie Young,Vice Chair �— George Jessop,AIA DI 1- Marilyn Fifield,Clerk Nancy Clark :)1? r i II, •1 Nancy Shoemaker Len Gobeil Ted Wurzburg,Alternate -��' '�;T—t,i_�Y ',!`'.a C1 F:PV DETERMINATION of SIGNIFICANCE Pursuant to Chapter 112 Historic Properties,Section 112.3 D. 1109 Main Street, Cotuit, MAP PARCEL: 034/009 Intent to Demolish Screened Porch and Mansard Addition The Barnstable Historical Commission has received the Notice of Intent to Demolish application for this address stamped by the Town Clerk on October 31,2013. This property located at 1109 Main Street Cotuit, is a 1 %story mansard cottage built 1889 and known as the Captain Bennett Dottridge house located within the Cotuit National Register Historic District. The Captain Bennett Dottridge house is listed on the National Register of Historic Places and the Massachusetts Register of Historic Places as a contributing building within a National Register Multiple Resource Area. In accordance with Chapter 112-3(b), Bamstable Historical Commission Chair has determined that this structure is a� significant building and a public hearing will be held on December-17,2013 at 4:00pm,367 Main Street,Hyannis,2°a Floor, Selectmen's Conference Room.This public hearing will be advertised, noticed to abutter's with notice form also posted on the building or other visible site on the property The applicant is responsible for advertising and mailing costs associated with the pubic hearing. Please contact Marylou Fair at 508 362 4787 or Marylou.fair(cDtown.bamstable.ma.us for processing information. S' cerely, J ssica Rapp Grassetti, hai ate cc: Peter Pometti Al Enterprises, Inc. P 0 Box 2056 Cotuit, MA 02635 Ann Quirk, Town Clerk 367 Main Street, Hyannis, MA 02601 Thomas Perry, Building Commissioner 200 Main Street, Hyannis MA 02601 200 Main Street,Hyannis,MA 02601 (o)508-8624786(t)50N62-4784 367 Main Street,Hyannis,MA 02601 (o)508-862.4678(t)5ON62-4782 y Town of Barnstable Building Department - 200 Main Street , STABLE. Hyannis, MA 02601 MASS 1639. . (508) 862-4038 Certificate of Occupancy Application Number: 201201240 CO Number: 20130094 Parcel ID: 034009 CO Issue Date: 08/30113 Location: 1109 MAIN STREET (COTUIT) Zoning Classification: RESIDENCE F DISTRICT Proposed Use: MULTIPLE HOUSES ONE PARCEL Village: COTUIT Gen Contractor: POMETTI, PETER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: G u E-V- No us 16 E13 6 Building epartment Signature Date Signed tHE TOWN OF BARNSTABLE B u i 1-0,in 201201240 BARNSTABLE, Issue Date: 04/02/12 Permit 9 MASS, QpA 1639• Applicant: POMETTI�PETER rFG MAC A Permit Number: B 20120696 Proposed Use: ' MULTIPLE HOUSES ONE PARCEL Expiration Date: 09/30/12 Location 1109 MAIN STREET•(COTUIT) Zoning District RF Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 034009 Permit Fee$ 2,346.00 Contractor POMETTI,PETER Village COTUIT App Fee$ 100.00 License Num 050457 Est Construction Cost$ 460,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW 2 STORY SINGLE FAMILY GUEST HOUSE WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 2 STORY SCREENED PORCH&PARTIALLY FINISHED BASEMENT j INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: OBOYLE,ELIZABETH FORRESTAL BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: C/O GEORGE LLOYD INSPECTION HAS BEEN MADE. 201 HURON AVENUE CAMBRIDGE,MA 02138 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY-STREET,-ALLEY OR SIDEWALK' OR ANY PAR T.THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS ON PUBLIC PRO PER TY,NO. SPECIFICALLY PERMITTED UNDER THE'BUILDING CODE,MUST BEAPPROVED BY THE JURISDICTION:'STREET OR ALLEY.GRADES ASWELL AS DEPTH AND„�LOCATION OF PUBLIC SEWERS MAY BE „r OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS;THE ISSUANCE OF THIS PERMITVDOES NOT RELEASE THE APPLICANT FR4ifi t CONDITIONS OF ANY APPLICABLE SUBDIVISION " 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. 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. _s PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND.(as set forth in MGL c.142A). MINE, MEMO, ,h�.: ,-ice. ,,,,., ,�« ,,.;✓ ,-„ . .s; ,xy BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 26) V� B 2 6l�/s s6,i<�sj�. �P✓rc 2 2 �"r �5V_" 4 P r 3 NJ 1 Heating Inspect' n Approval Engineering Dept Fire ept 2 Board of Health —a a. I I I I I ROOF SCREENED IN PORCH 0 - WOOD DECK SCREENED IN PORCH 0 / '- DECK r w N 0 en1N I K §I f 2 ry .�? fro err '• 4 "� i E3 i ' 1 >_ t 0' BEDROOM @ 1 _ $c • C , LIVING ROOM FAMILY ROOM . x:. MASTER u, —i E PATIO pp •�" BEDROOM 'Ow CO f, 1 I I I c e b i O �y F 9 Q Y4 N BEDROOM - -- wKKIN OFFICE l •r. v laC b t FOYER I Oe b • y e y u 1 MW ROOM . 012 Q rwuwnwwewa c ___I_• I I i I ____ -_J I COVERm� I I 4 f � . W �w ai Z¢ O o J s SECOND FLOOR PLAN — n =n MARK A. yG iM•=Iw "I ti7CKE1ZIE m FIRST FLOOR PLAN ' � IN•=ra w,c min ._ sorer.sNo - ko O� FG'ISTfR '/!5/12 ww'' ASS/DNAL Eav 1/1L 7 c s SMOKE DETECTORS BBAARRNNSTABLE—BUILDINGDEPT. D E . . FIRE DEPARTMENT DATE za BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ib et z r P-io DEOK lOISTSQISO.G _O? _ �S r CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACNUSETiS BUILDING CODE 1 I 1 I I I- I _ _ I I I 1 1 1 I I IIx I I I 1 — —————— - � . 12 t I I UTILT'RROOM m �—• - E i I �N b,�.y,m°�m+� o v 1 FAMILY ROOM ® a I I O O GD cu o m I I © ~1 _ 3 3 I I sroawcE Saone,;= a l --- a I^ Z DE ML"A" O. . LU o t m to z I ceox usraeouwEx,s Dz F FIRST FLOOR FRAMING PLAN FOUNDATION I BASEMENT PLAN J �yI"OF o� MARK A. Gs ,KEFI E •o�&GISTER�Oaw4r �- Al - 7 ' FSSJONAL ENG GGu,�I�115t _� I GUY ra, -Telephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR- JOB SITE ADDRESS://., ./wZ.. DATE: AREA THICKNESS R-VALUE Ceiling Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes Exterior Wail Garage Hse. W all W alkout W all Cathedral W all B lockers Overhang Stair/R isers All R-values and thickness measurements are deemed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM • lhermoSeaC 2000—Product Specification Air Permeance/Air Barrier ThermoSeal 2000 fills any shape cavity Burn Characteristics including all voids,cracks,and crevices ThermoSeal 2000 will be consumed by ers adhering to multiple substrates such as flame but will not sustain flame upon wood,metal,and concrete creating a removal of the flame source.ThermoSeal `rhermOSeaC2000 system with very little air permeance.With 2000 will not melt or drip.ThermoSeal ThermoSeal 2000 no additional interior or 2000 must be installed in accordance with Product Specification exterior air infiltration protection is P all applicable building codes and a building required. inspectors approval should be requested Product Name prior to installation. ThermoSeal 2000 is the registered ASTM E283 Air Leakage trademark of SprayFoamPolymers.com for Zero(0) ft3/s.ft2 @ 75Pa(25mph wind) ASTM E84 Surface Burning Properties its 2.Olb high density,closed cell foam Sustained Wind Load Flame Spread @5" <=25 insulation. Smoke Developed @ 5" <=450 60 minutes@1000 Pa(90mph wind) Class 1 rating Product Description TBD Fuel Contribution none ThermoSeal 2000 is a sem r partially i-ri id artiall ASTM 2863 Oxygen Index TBD% water blown,2.Olb high density . Gust Wind Load Test polyurethane foam insulation system blown @3000 Pa(160 mph wind) VOC TESTING TBD by Enovate®blowing agent and water . CAN/ULC-S774 Pass which simultaneously insulates and air- rM SASKATCHEWAN RESEARCH seals your building structure. ThermoSeal ThermoSeal 2.0 qualifies as an air barrier COUNCIL as defined by ICC. 2000 is designed to make homes more energy efficient,stronger,healthier,quieter ThermoSeal 2000 must be covered by an and more comfortable.ThermoSeal 2000 is Water Vapor Permeance approved 15 minute thermal barrier or applied as a liquid spray which expands ThermoSeal 2000 is water vapor permeable ignition barrier, approximately 15 times its initial mass and and will allow structural moisture to escape. cures within seconds into a semi-rigid mass. For situations requiring a vapor barrier the A These flame-spread-ratings are not, ThermoSeal 2000 fills all building cavities use of low vapor permeable paint on the intended to reflect hazards presented by this completely sealing all cracks,crevices,and interior of drywall is an option. or any other material under actual fire voids where air loss and infiltration are conditions. most common. Water Vapor Transmission Properties: ASTM E96 data Compressive and Tensile Strength Technical Data 1.11@ 1" ThermoSeal 2000 has favorable compressive and Tensile strength properties Water Absorption for high density foam. Thermal Performance ThermoSeal 2000 is water repellent,will Thermal resistance(aged 180 days)R/in. not wick,and does not exhibit capillary ASTM D1623 Tensile Strength 80 psi ASTM C518: R6.62hr.ftZ OF/BTUproperties.Water cannot be forced into the ASTM D1621 Compressive Strength 35 psi Average insulation contribution in stud foam under pressure because of its high wall: degree of closed cell structure Physical Characteristics 2"x4"=R23 2"x6"=R36 DIMENSIONAL STABILITY Acoustical Properties ThermoSeal 2000 provides greater R value Performance in a 2"x 6"wood stud wall. ASTM D—2126 performance than other equivalent R value 1580 F 100% Relative Humidity,7 days i i Transmission insulation materials which are air ASTM E413 STC SoundVolume Change <8% permeable such as fiberglass.ThermoSeal TBD 2000 does not lose R value due to wind, ageing,convection,air infiltration or ASTM E 90 Class 33 Closed Cell Content moisture.An.R value fact sheet is available ThermoSeal 2000 is considered closed cell upon request. Fungi Resistance foam insulation: ASTM G—21 ZERO RATING DISCLAIMER:Information contained herein is,true and accurate,but all recommendations or suggestions are made without guarantee.Spray Foam Polymers,LLC(SFP)products are intended for sale to industrial and commercial customers.Since SFP exercises no control over its customers appreciation or use of the product manufactured by SFP and since materials used with the products may vary,it is understood that SFP can warrant only that our products will meet our written specifications.Nothing herein shall constitute any warranty of merchantability or fitness,nor is protection from any law or patent to be inferred.ThermoSeal must be installed in accordance with all applicable building codes and a building inspector's approval should be requested prior to installation.All patent rights are reserved.SFP requests that customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the furnishing of the material. • 7hermoSeaC 2000—Product Specification ASTM D2856 >=90% Viscosi & Weights ASTM D2196 Viscosity A Side ISO @ 700 F 215±35 B Side Resin @ 700 F 700f100 ASTM D1475 Weight/Gallon Spr.. TS A Side ISO @ 770F 10.2lbs PO Box 1182 B Side Resin @ 770F 9.8lbs New Canaan, CT. 06840 Mixing Ratio By Volume Phone&Fax: 800.853.1577 ThermoSeal 2000 is a standard 1:1 mix http:///www.SprayFoamPolymers.com product.Slightly off ratio can produce slightly heavier odors and foam characteristics.Typically a heavier A ratio will produce a crunchier foam result,and a heavier B Side ratio will produce a spongier result. Electrical Wirin>? ThermoSeal 2000 is chemically compatible Sugl;ested Preparation &Use with all 14/3, 12/2 and other similarly ThermoSeal 2000 will perform best when coated electrical wirings.For knob and tube gradually climate controlled to 77°F the wiring please seek the approval of your night before application.While Product Storage local building inspector. recirculation of ThermoSeal 2000 without heat prior to each days spraying is Component A-550]bs of Isocynate stored suggested,recirculation of ThermoSeal in a a 55 gallon container outlined above. Bacterial and Fungal Evaluation 2000 in order to rapidly heat the product is Component`A' must be el protected from freezing or ThermoSeal 2000 is not a source of food not is not suggested and may result in a g med useless.dee for mold, insects or rodents.It has no decrease in catalyst count and product Component B-500 Ibs of ThermoSeal 2000 nutritional value.ThermoSeal 2000 reduces yield.We suggest starting with a the introduction of moisture,food,and temperature of 125°F and a working proprietary formulated resin Component mold spores into the building envelope pressure of 1000 psi. `B' must be stored between 55°F and 80OF significantly more than traditional never exceeding either extreme. insulation such as fiberglass,cellulose and other non-sealants which do not provide an Both components temperatures should be at air barrier. Product Availability 75°F prior to mixing and use. Contact Spray Foam Polymers at WARRANTY Environment/Health/Safety 1.800.853.1577 for sales and availability When installed properly be a Spray Foam Therm6Seal 2000 contains no CFC's options. Polymers authorized representative who has HCFC's,formaldehyde,or volatile organic completed all training offered by SFP,SFP compounds.Following installation there Packaging warrants that the product will meet all will be a 24-48 hour occupancy window Products are shipped in 55 gallon open top product specifications outlined in this before the odors,emissions and gasses have steel drums.At the customers request the specification document. dissipated to a habitable level for products may be shipped in 55 gallons open individuals highly sensitive to the materials top semi-clear plastic resin drums. installed. ThermoSeal 2000 is is not to be installed within 2"of heat emitting surfaces where heat dissipated exceeds 185T. DISCLAIMER:Information contained herein is,true and accurate,but all recommendations or suggestions are made without guarantee.Spray Foam Polymers,LLC(SFP)products are intended for sale to industrial and commercial customers.Since SFP exercises no control over its customers appreciation or use of the product manufactured by SFP and since materials used with the products may vary,it is understood that SFP can warrant only that our products will meet our written specifications.Nothing herein shall constitute any warranty of merchantability or fitness,nor is protection from any law or patent to be inferred.ThermoSeal must be installed in accordance with all applicable building codes and a building inspector's approval should be requested prior to installation.All patent rights are reserved.SFP requests that customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the furnishing of the material. Commonwealth of Massachusetts Sheet-Metal Permit MapdZ Parcel Date: /0 '/"/-Z Permit 06) Estimated Job Cost: $ ; d D Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business'License# 2 3S Applicant License# 3 q Bsiness Information: Property Owner/Job Location Information: ff / Na'�"me: r'�i(.(�(f'7. Cc� Name: co�' Set20 Street: C y C�ity/To%:�� GOr>A�LJ �� City/Town: C o Telephone: � �— .2 '���� Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES V NO hb lb Staff nitial J-1/unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work_ Renovation: HVAC`Y Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: /� i S ' NSURANCE COVERAGE: have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 YesA No ❑ f you have checked Y Z indicate the type of coverage by checking the appropriate box below: k liability insurance policy ( ' Other type of indemnity ❑ Bond ❑ iu )WNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the dassachusetts General Laws,and that my signature on this permit application waives this requirement, Check One Only - Owner Agent ❑ Signature of Owner or Owner's Agent 3y checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: ly ( Master itle ❑ Master-Restricted ;ityrrown ❑Joumeyperson Signature of Licensee permit# c ❑Joumeyperson-Restricted License Number: 3 yy / 'ee$ ❑ Check at www.mass.gov/dl2l nspector Signature of Permit Approval Oct, 1. 2012 1 . 10N. t#.Will_iam Palumbo Insurance TAVANoiwEe,No. b196 P. 1 ACORD.. CERTIFICATE OF LIABILITY INSURANCE D 16(MMzol ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CI=RTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed.It SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A Statement on this certificate does not confer rights to the certificate holder In Ilau of such andorsemenl(s). PRODUCER UN?CT Anne Sanzo HUB Inl'I New England aN;EX,,$08.888.2244 As ac Na: 508-833.0680 125 Route 8A ED A E53: anne.sanzo@hubiriternational.com Sandwich.MA 02563 508 888-2244 INSURER($)AFFORDIN000VERAGE NAIL0 (NSURERA:Hartford Insurance Co INSURED Tavanv Mechanical Systems LLC INSURI R B:Safety Indemnity Insurance Co 201 Capes Trail INSURERC; W Barnstable,MA 02668 INsuRERo: INSURER E: INSURER P COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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 pREDUCED BY PAID CLAIMS, IN BR TYPE OF INSURA)ICE AODLSUBR POWCrNUMBER MMVDIO MO ICY E P LIMITS TAR GENERAL LIABILITY OSSBM206456 6/1412012 08/1412013 EACH OCCURRENCE S 1 O0O 000 X COM MERCIAL GENERAL LIABILITY DNMGFETEREoAITEO a s3000O0 CLAIMS-MADE Q OCCUR rrMI!D 1� Ta xP An one n $10,000 PERSONAL&ADV INJURY $1 00O 000 GENERALAGOREGATE s2,000.000 M ftAGGREGATELIMITAPPLIESPER, PRODUCTS-COMPIOPAGG $1.000.000 POLICY M Pam' n LOC S 13 AUTOMOBILE LIABILITY 6210665 D6121111202 08128/2013 COMM,EDISINGLE LIMIT IE ANY AUTO BODILY INJURY(Per pelaon) $250,000 ALT OWNED X UTOS D BODILY INJURY(Pet BcddeoU 5500,000 X HIRED AUTOS X AAUTCSNRiED PROaE eriDMIAGE S5001000 a UMBRELLA LIAe OCCUR EACH OCCURRENCE S EXCESS LIAR HCLAIMS-MADI; AGGREGATE 1 DED I I RMNTIONS s A WORKERS COMPENSAT(ON OBWECLG5272 8/14/2012 08/14/201 wC STATU• 6TI- AND EMPLOYERS'LIABILITY YIN OFFICRERIMEMBER EW UDDED?ECG 7 NIA VE EL EACH ACCIDENT S100,000 (Mandalory In NMI E.L.DISEASE,EA EMPLOYEE 4100 000 It es,oeetxiea uneer D SCRIPTION Of OPERATIONS below E.L.DISEASE-POLICY LIMIT 1500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Allach ACORO 101,A Idlllonel Remerlee schedule,llmere epaee is required) CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL 06 DELIVERED IN 200 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE °cif Ve4"I ,Ae C406w - ®1888.2010 ACORD CORPORATION.All rights reserved. ACORD 25((2010f06) 1 of 1 The ACORD name and logo are registered marks of ACORD . #S800413/M788520 AS004 The Commonwealth of Massachusetts Department of.£7ul wh!al Accidents kvilOffice of Invadgations- '600 Washington Street-- Boston,MA 02111 www.mass go-P din Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le Iv Name(Bnsmess/orgaamahonnag vidual). •Address: City/state/Zip: /i&G,rS0141,2A_' Phone �f t� �=S Are you an employer?Check the appropriate bow T�+pe of project(requfrecn:; 1/9-I am a employer with 4• ❑ I am a general contractor and I * have hired the sub-caatzactors 6. ❑New construction . . emnloyees(frdiand/orpart:time). _ 2.❑ I am a'sole piaprietor or partner- hstrd on the-attached sheet 7. ❑Remodeling ship and.have no employees 'These sub-contr ohs have g. ❑Demolition working for me in any capa-city employes and have workers' in 9 ❑Bmldm addition [No workers'camp,ins, :,rye comtp..instrance. ' required.] 5. []'We are a carpotation and its 10.[]-Electrical repairs or adcli ions officers have exercised their 3.❑ I am a homeowner doing tin-work 11.7 Plumbing repairs or additions myself: [No workers' comp. right of exemption per MGL 12.[]Roofrepairs urance ins required.]t c. 152,§1(4), and we have no. - employees.[No workers' 13.❑Offer comp.insurance retied.] *Any spnli=t fimt cbwJm box 1l must also MI oat the section below showing tlreu•workers'comp=sadm policy information. T Hom.owneos who subrmt ibis affidavit indicating they are doing all work and then hie outside contractors roust sabmut a new aindavit iadfcafiag such. :Contactors t-nat cbeck tail box mast attached an additional sheet showing tar nap of gib sub-contractors and state whether ornot Bose entities bzm employ= ff toe sub-=ti wt=bait employees,they must previdb thcit workaa'comp.policy nnmbeo I am an employer that isprov_iding workers'compensation htwance for my employees .Below is thepalicy and job site information. Insurance Company Name:�zi G - T 6 Policy;"at Self-ins. /Lic. Q�S��'\c^ ��(o ExpirationDate: lob Site Address: In S / p• YU •�/ Attach a copy of the workers'compensation policy declaration page'(shu7ing the policy number and expiration date). Failure.to-secar coverage as regsmed under Section 25A of MOL c. 152 can lead to the imposition of canal penalties ofa &L6 up to$1,500.00 and/or one-year imprisonment,as well as'civil penalties in the form.of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy,of this statement may be forwarded to the Office of Invest.eaiions of the DIA for insurance coverage verification. I do hereby certify under thepdw-and enab es ofpedwy that the information provided above is true and correct Date: ��— Phone# 007dd use only. Do not write m fits area,tb be completed by city or town o fwkL " City or Town: PermitUcense tr.. •Issuing Authority(circle one): 1 .1.Board of Health'2.BmZdiitg Department 3.CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable Regulatory Services t Thomas F.Geiler,Director 63q.A. 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 I, (�7�0r 21 e- C—�_ ,as Owner of the subject property hereby authorize ��f Z2 b 2,1— '1, C 4 Z to act on my behalf; in all matters relative to work authorized by this building permit ihS CO (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not-to be filled-before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant ;ter � /�'�/G✓t�� Print Nam.J Print Nam Date Q:F0RMS:0WNERPERNSSI0NP00I S C sOry AO OyEALT MASSA Will s g g AS A BUSINESS jQsscSIJ UbENTSE_ ,J: RODNE"_Y N TAVANO. T"AVANO . E:C"HANiCAL SYST .: 201 CAPES TRAI"t EMS _ W BARNSTABLE MA .02668 0000 235 02%18/13 '� :.9.83736 Ther,Da Aq .a:.o:eg Ural DklVVE AL T Q-F MASSACHU. ® Y9 S as H�Er MEr A MASTER-UI�RSKERS" A a , ±sst_s RICTED RODNEy TAVgNO _ 20'1 GAPE'S TRAIL. W BARNSTABte MA 0266 - .3444 8-13 Z3 121281i3 . 91294 4 P.°F.HE r°�ti Town of Barnstable LE, Regulatory Services MASS BA MARK p` j 7 . O 039 Building Division prFD MA'S� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice 9 Type of Inspections ' t Location AV YX t ice/ cSY. Permit Number L i o c6/ Owner Builder e� One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Q �� Low �O Pojer- rooA D 1 12&/Sz-� ,6/091�G Please call: 508-862-4Qa--&for re-inspection.. Inspected by V zf� /U ow Date 11/30/2011 06:44 5037759135 KEN PUARTE PAGE 01/01 DUAR E PLUMBING INC 37 Collins Ave Centerville,Ma 02632 508-250-2763 Fax;508-775-9135 Lic.#11012 November 30,2011 A I Enterprises P 0 Box 2056 Cotuit,Ma 1109 Main St Cotult,Ma The utilities including water and gas services have been disconnected for building demolition VW41 Kenneth arte,President OfficA nlumrr`�'ft`aiILicense or.regrsfrafion vand._for andividul use only HOME IMPROVEMENT CONTRACTOR befaze the expiration date.. If found:return to Registration: 109606 Typg` i Office of Consumer Affairs and Business Regulation . - 10 Park Plaza-Suite 5170 Expiration , ,9121/,2012 Private Corpaa#to Boston,MA 02116 �. I A ERPRISES 41 I IIII st. PETER POMETT� 140-LITTLE RIVER�F�D COTUIT;MA 02635 Undersecretary Not valid withoutsignati::e z`k Massachusetts- Depa'tInmit of rubl .Safets fio trd of Building Regulations and Standards. I Construction Supervisor License Lii ense: CS 50457 Restricted to: 00 PETER M POMETTf PO BOX 2056 COTUIT, MA 0,1635 ' Expiration: 4/19/2012. Commissioner Tr#: 21436 i The.Commonwealth of Massachusem Department of industrial Accideniwc office of Investigations ` 600 Washington Street Boston,M14 0211I N"-mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contrac Applicant Information tors/Electricians/Plumbers Please Print Le 'bf Name (Business/Organization/indMcivaI): 177,7e --------------- Address: © AIX . 20,j-& City/State/Zip: t IC169- D Phane#: Veou an employer? Check the appropriate boz:.a employer with�— 4. El I am a general contractor and I Type of project(required):, employees(full and/or part-time).* have hired the sub-contractors 6• ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet, 7. []Remodeling ship and have no employees These sub-contractors have working for me in any capacity. employees and have workers' g' Demolition [No workers' comp. insurance comp.insurance.$: 9. ❑Building addition 3.❑ required.] 5..[] We are a corporation and its 10.[]Electrical repairs or additions I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required.]t a 152, §1(4),and we have no 12•❑Roof repairs employees.'[No workers' 13.[] Other comp,insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'co t Homeowners who submit this affidavit indicating they are doing all work and then hire outside compensation must snbmrt Rnew affidavit Indic Contractors that check this box mast attached an additional sheet showing the name of the sub-contractors and state whether or not those entities indicating employees..If the sub-contractors have empioyees,they must provide their worker'comp.policy number. I am an employer that is providing workers'compensation insurance far my information, employees Below is the policy and job site Insurance Company Name: C `''� iL C '�-elRtOl1 Policy#or Self-ins.Lic. P/0—02,716 A174-2/® Expiration Date: Job Site Address:_ /z® 4 I-lwt // "- City/State/Zip:,efp�TIf Attach a copy of the workers' compensation policy,declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c..152 can lead to the imposition of criminal penalties,of a. fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties'in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby eerkfy er the p d penalfes of Perjury rjury that the information provided above is true and correct Si ature; G Date: f �� Phone --------------- #: 4 Off cial use only. Do not write in this areas to be completed by city or town official City or Town: PermitUcense# Issuing Authority(circle one): L Board of Health 2.Building Deparfituent 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S59UB-027GM74-2-11 ) RENEWAL OF (6S59UB-0276M74-2-10) INSURER: CONTINENTAL CASUALTY COMPANY NCCI CO CODE: 80381 INSURED: PRODUCER: A I ENTERPRISES INC HORGAN INS AGCY PO BOX 2056 PO BOX 250 COTUIT MA 02635 HYANNIS MA 02601 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 07-18-1 1 to 07-18-1 2 12:01 A.M. at the insureds.mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA N= B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit o� Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A a- d= D. This policy includes these endorsements and schedules: o� SEE LISTING OF ENDORSEMENTS —EXTENSION OF INFO PAGE o� 4. The premium for this policy will be determined by our Manuals of Rules, Classifications,Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 07-18-11 WC ST ASSIGN: MA OFFICE: CNA 04J PRODUCER: HORGAN INS AGCY 28XBF 004102 ' Town of Barnstable ° Reg-Watory Services 1 " b • _ Thomns F.Geiler,Director 01 Building Division Tom Ferry,BalicUng Conulds'sianer 200 Main.9t=%Hyannis,M,`.02601 pyww.town.barustable.sn&.us _ Office: 508-862-4038 Farr SO&-740 Ei2. Property Owner Must Complete and Sign This Section if Using ABw der ,as owner of dw subjectpropeny herehya r e � "fir" 1 n P� to act on my behalf, in A matters relative to work authorized by this building permit application far: (Address of Job) Siva C} n Date Print Na If PropeM Qcjper is applying for peewit please complete the Homeowners License Exemption Foo ' 1 on the reverse slide. Nov 30 11 09:38a Valued Customer 774-413-5692 p.2 To: Architectural Innovations rrom: Joseon E. Peltier Electric inc Date: 11-30-2011 Re: 1109 Main 5t.Cotuit(via. The electrical power has been disconnected to the Large Guest house and the smaller(one) room Doll house. Both structures were being supplied power by the Main House panel. Thank You. josep'1 F.DoltiAr TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0J1/ Parcel � Application 4 0� Health Division Date Issued 2 Conservation Division Application Fee Planning Dept. Permit Fee 3 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address '��'J Village aQIVrr %/d° ��-1�97.yd GCS. .6 �,1 Owner / L_W Address//X/c/ Telephone Slo 32-4a 7,¢7 Permit Request /= * �� /� ��✓ �k/577��✓ti ���5/' M A4A_"J Square feet: 1 st floor: existing 9--t6roposed 2nd floor: existing 51 proposed O Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 54)G Construction Type, s�,� �z� Lot Size i 7 AII&S 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) C) Number of Baths: Full: existing new Half: existing neM. ,�. Number of Bedrooms: existing —new d� NO Total Room Count (not including baths): existing new First Floor Roo County 4 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other C" v rn Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:446ting ❑ new size_Pool: ❑ existing ❑ new size v/Barn: existing 0 new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ` _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameT ���; Telephone Numbers^ � Address � X 21 License # (::�0 1L1i4 A6/$ Home Improvement Contractor Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY i APPLICATION# DATE ISSUED f ' t 's MAP/PARCEL NO. ; F ADDRESS VILLAGE OWNER DATE OF INSPECTION: 4, FOUNDATION i FRAME t INSULATION t FIREPLACE ,I , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH ! FINAL FINAL BUILDING F 4F E 4 DATE CLOSED OUT ASSOCIATION PLAN NO. M 0. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations. 600 Washington Street Boston,MA 02111 UV. - www.mass,gov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Oro nization/Individual):. Address: 1 c7 0}4 City/State/Zip: �7��!,� u� °'f Phone.#: Are you an employer?Check a appropriate box: Type of project(required):,., 4. I am a general contractor and I 1.�,I am a employer with ❑ g ' employees(frill and/or part-time).* have hired the sub-contractors b. "❑New construction . 2.❑ I am a'sole proprietor or partner- listed on tbe'attached sheet 7. ❑Remodeling. These sub-contractors have shy and have no employees 8. ❑Demolition - working for me in any capacity. employees and have workers' [No workers' comp.insurance comp._ins ' 9. ❑Building addition required.] - 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a officers have exercised their homeowner doing all 11.7Plumbing repairs or additions m el£ o workers' right of exemption per MGL Ys � c o�P• 12.0 Roof repairs • insurance required.].t :c. 15.2, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information., t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontr ictors that check this box must attached sn 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.M. Expiration Date:_ lob 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 may be forwarded to'the Office of f Investigations of the DLA,for insuranc overa a verification I do hereby certify er the poi d penalties of perjury that the information provided above is tru 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 5.Plumbing Inspector 6.Other Contact Person- Phone#: y. • y _ VVAV CNAWORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (GS59UB-0276M74-2-11 ) RENEWAL OF (6S59UB-0276M74-2=10) INSURER: CONTINENTAL CASUALTY COMPANY NCCI CO CODE: 80381 1. INSURED: PRODUCER: A I ENTERPRISES INC HORGAN INS AGCY PO BOX 2056 PO BOX 250 COTUIT MA 02635 HYANNIS MA 02601 Insured Is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 07-18-11 to 07-18-12 12:01 A.M. at the Insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s)listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in d� Item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident 0= Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, If any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A a� D. This policy includes these endorsements and schedules: o� SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information Is subject to verification and change by audit to be made ANNUALLY DATE OF ISSUE: 07-18-11 WC ST ASSIGN: MA OFFICE: CNA 040 PRODUCER: HORGAN INS AGCY 28XBF 004102 Town of Barnstable f. Regulatory Services Thomas F.Geller,Director ' Building Division Tom Perry,BaUdiag Commissioner 200 Main Sfttc!,Hyannia,MA 02601 www.towyLbirnstable-rna.us Office.: 508-8 62403 8 Fax: 508-790-623 Property Owner Must Complete and Sign This Section If Using A.Builder as owner of the snject property hereby,at6orize -/ice '1+-i!�:i%/ to act on myhelialf, i<�al1 matiea relai rive to v oik authorized by thus building permir appEcation for. //O� A-I� lzy '�T:L C wlr eat (Addtcss of Job) _ Sigaa of Nri.. Ll Print Nra-i e . 11 if Property ow-neri.s applying forpeni tplease complete the Homeowners License Exemption Form on the reverse sidle: C\. Office o o s m'�'Twair, i ess egu a o ` ( License or.registration valid for individul use only HOME IMPROVEMENT CONTRACTOR I before the expiration date If.found return to Registration 109606. Type Office of Consumer Affairs and Business Regulation ' Expiration 9/21Y2012 Private Co rpa eaten 10 Park Plaza-Suite 5170 A C? ._ B ERPRISES IN 6 oston MA 0211 x 10 PETER POMETT("1,` - 140•LITTLE RIVER COTUIT; MA 02635 Undersecretary Not valid without sign atu.e MassachuscAts Department ot`�'ab c Safct�. Board of Building Regulations and Standards Construction.Supervisbr..License i License::CS 50457 t Restricted.to: 00 i PETER M _POMETTI' sF` PO BOX 2056 " COTU IT, MA"0 635 Expiration: 4/19/2012 Cunu»issioncr : Tr# 21436 12"STONE RUBBLE ' RETAINING WALL 3G'-4" TOWN OE BRN'STABLE 4'-O" 3'-10"HIGH CONC.WALL - FNDTN.WALL STEP LOCATION ON 10"X20"FOOTING 7.ti1. 21 3= - - - - - - - - - - - - - - - - - - - - 4" 78" e"THICK X T-10"MIGH FNDTN WALL WALL DEPRES610NS AT DOORS(TYP) ^✓' _ -_ =T *-� - ON 10"X20"FOOTING DIVISION I T-10"HIGH FOUNDATION WALL - WITH 6"SHELF-DROP TAW HIGH CONC.WALL BOTTOM OF F FOUNDATION ON 10"X20"FOOTING SEE DT ELOW --1 10 PURLIN ANCHOR-SEE PAGE 2 OF MANUFURER'S PLAN bl 8 W N S - STONE VENEER IN u II SHELF TO RECEIVE ( I L=A - STONE AP oo NERR I I I WR C BATH PLANLL I I 3 6 g„ (ABOVE) FNDTN.WALL STEP LOCATION — � -,- - - - - - - - - - T - N - EXTENDED FNDTN.WALL-AT GRADE GRADE DROPS T-10"MIGH CON-WALL 6'-10"HIGH CONC.WALL - SEE SITE PLAN DROP BOTTOM OF FOUNDATION 2' DROP BOTTOM OF FOUNDATION 2' M2'-O" (TOTAL V DROP) PROPOSED PROPOSED FOUNDATION PLAN AMENDMENT " FOUNDATION DETAIL A 1109..MAIN STREET, C.OTUIT, MA 1/4"=1'-0" 12.14.11 Barnstable Assessing Search Results Page 1 of 2 s 4 a � ® ® ® B 2010 Property Assessment Lookup b R Home:Departments:Assessors Division:Property Assessment Search Results New Search ' `- ' `� -— New Interactive Maps>> �A%— Owner: 2010 Assessed Values: OBOYLE,ELIZABETH FORRESTAL 1109 MAIN STREET(COTUIT) 2010 Appraised Value 2010 Assessed Value Past Comparisons Map/Parcel/Parcel Extension Building Value: $408,200 '$408,200 Year Total Assessed Value 034 /009/ Extra Features: $3,300 $3,300 2009-$1,302,400 Outbuildings: $3,600 $3,600 2008-$1,247,200 Mailing Address Land Value: $471,200 .$471,200 2007-$1,247,200 OBOYLE,ELIZABETH 2006-$1,201,600 FORRESTAL 2010 Totals $886,300 $886,300 62 PLEASANT ST NEEDHAM,MA.02492 2010 REAL ESTATE Tax Information: Tax Rates:(per$1,000 of valuation) Community Preservation Act Tax $206.60 Fire District Rates Town Residential Barnstable FD-All Classes $2.43 $7.77 C.O.M.M.-All Classes $1.26 Town Commercial Cotuit FD Tax(Residential) $1,382.63 Cotuit FD-All Classes $1.56 $6.87 Hyannis-Residential $1.82 Town Tax(Residential) $6,886.55 Hyannis-Commercial' j $2.88 W Barnstable-All Classes $2.28 Community Preservation Act 3%of Town Tax Total: $8,475.78 Construction Details Building Property Sketch &ASBUILT Cards Building value $408,200 Interior Floors Carpet This property contains multiple sketches. Style Conventional Interior Walls Plastered Please use the navigation below the sketch to browse sketches. Property Sketch Legend Model Residential Heat Fuel Gas :T.'`6jr Grade Custom Plus Heat Type Hot Air .30 Q 28; Stories 2 Stories AC Type None 213_1 P. °27- Exterior Walls Wood Shingle Bedrooms 4 Bedrooms T4 �27, 1`.. Roof Structure Mansard Bathrooms 2 Full+1H . 8 FUS 1T Roof Cover Asph/F GIs/Cmp living area 2422 6 `9AS Replacement Cost $371392 Year Built 1890 1 Depreciation 20 Total Rooms 8 Rooms Additional Sketches 1 121 http://www.town.bamstable.ma.us/assessing/2010/displayparcell0map.asp?mappar=034009 3/31/2010 Barnstable Assessing Search Results Page 2 of 2 Land Click Here for print version that displays all sketches at once CODE 1090 Lot Size(Acres) 1 Appraised Value $471,200 As.Built Cards: 4 n Assessed Value $471,200 {e;v,�E .View Interactive Maps >> Sales History: Owner: Sale Date Book/Page: Sale Price: OBOYLE,ELIZABETH FORRESTAL Jun 16 1999 12:OOAM 12343/107 $1 GRIMM,JOSEPH May 18 1998 12:OOAM 11435/075 $0 GRIMM,JOSEPH&ELIZABETH O Apr 15 1992 12:OOAM 7963/199 $275,000 MADFIS,LAURENCE J TRS Oct 15 1989 12:OOAM 6919/143 $1 MACKINNON,DONALD JR& 1451/908 $0 Extra Building Features Code Description Units/SO ft Appraised Value Assessed Value SHED Shed 312 $3,600 $3,600 FPL2 Fireplace 1 $3,300 $3,300 Property Sketch Legend BAS First Floor,Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRIN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/2010/displayparcell0map.asp?mappar=034009 3/31/2010 Town of Barnstable Page 1 of 1 T —Back Building Style Conventional Interior FloorsCarpet Model Residential Interior Walls Plastered 1 0 Grade Custom Plus Heat Fuel Gas .3 1 - Stories 2 Stories Heat Type Aot 2128 , 1, ir Exterior Walls Wood Shingle AC Type None Rw, 2Z Roof Structure Mansard Bedrooms 4 Bedrooms 7-' , Roof Cover Asph/F GIs/Cmp Bathrooms Full 1 H 9 + r $r Replacement Cost $371392 living area _24-2 60 .2 Depreciation 20Year Built 18'9P ; Total Rooms Rooms l' Building '' Style Conventional. Interior FloorsCarpet Model Residential Interior Walls Plastered I Grade Avera Heat Fuel Gas ! Stories 1 Story F A Heat Type Hot r Air Exterior.Walls Wood Shingle AC Type None g0:a Roof Structure Gable/Hip Bedrooms 2 Bedrooms Roof Cover Asph/F GIs/Cmp` Bathrooms Full - t Replacement Cost $138814 living area `96$ Depreciation 20Year Built 89 4 FAT Total Rooms 3 107 BA Rooms, Lhttp://www.town.bamstable.ma.us/assessing/2010/print06.asp?mappar=034009 3/31/2010 Town of Barnstable 200 Main Street Hyannis, MA 02601BARNS� ' :'�' _ Nofce of Intent to `Demolish or Move an:'Historic BuildinlStructure wP t Is Building/Structure located in a Local or Regional Historic District: YES I( NO ❑ If YES, Protection of Historic Properties Bylaw does not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of Application: Building/Structure Address: i IV41/✓ .�% �U 1I� �-lff C�ZZ4a-j7 p� Number``s� Street Town State Zip Assessor's Map #: C�-3 7 Assessor's Lot#: De-) J Is Building/Structure listed on the Nation Register of Historic Places or on a pending list with the National Register of Historic Places: YES ❑ NO / - How old is the Building/Structure: How is the Building/Structure Occupied: I fW_261e.S% /4uJ'ZE� Number of Stories: Architectural style of Building/Structure, describe if not known:,-r /L,✓�c.'t?�y�j �c!�✓����i-7�e't� Y7c��I S Material of Building/Structure: wyt� " Is this Building/Structure associated with one or more historic events or persons. Please list event, description or names: GsiZl� // % /L t/ rj • Type.o uilding/Structure and proposed work: � G ft J� ��'�? e�4V/_W/_7 Explanation of the proposed use to be made of the site:. - 71CC/� /(1��,1i �`✓l1 Zoning District: - Fire District: "oID/7— Applicant's Name: Address: Numbers Street ✓ Town State Zip Owner's Name: Address: Ile? f� / cs/� � �% i 6V aj Numbpf Street Town State Zi Contractor:_ - tir �� ��.�, p. Address: /`�O �%)C Number Street Town State Zip Program of Lot and Building/Structure with dimensions: Af Name: Parcel Detail Page 1 of 3 It --,x 4�- BARNSTABLE zT ASS A. I Logged In As: Parcel Detail Monday,August 1 2011 Parcel Lookup Parcel Info Parcel ID 034-009 Developer Lot L on ill 109 MAIN STREET(COTUIT} Pri Frontage 96 Sec Frontage I Village�COTU IT Fire District Sewer Acct AI Road Index F951 Asbuilt Septic Scan: 034009_1 interactive Map 034009 2 r Owner Info Owner jOBOYLE, ELIZABETH FORRESTAL � I Co-owner j% 10 19 MAIN, LLCI Streetl IC/O GEORGE LLOYD I Street21201 HURON AVENUE City ICAMBRIDGE TI State IMA Zip 02138 Country Land Info Acres use Multi Hses M6L-01�I Zoning RF _ J Nghbd 0112 Topography Level I Road Paved ' I Utilities(P b Water,Gas,Septic I Location�rRear Location Construction Info Building 1 of 2 Year(l890 --' I Roof Mansard ( Wo d ingle �I Built I � Struct Wallall Living; I Roof AC AC!Nonery� -~ Areas cover Type style Conventional I waliPlastered ( RoomsBed;4 Bedroomsma Int Bath Model i Residential I Floor Hardwood �I Rooms!2 Full+ 1 H Heat Total Grade Custom Hoot Air i8 Rooms P Type I __.__� _) Rooms I Heat Found-r_... _.. _� Stories[2-Stories I Fuel i"as ( ation!Brick Walls Gross 3782 Area Building 2 of 2 Year 1 1890 I Roof Gable/Hip I ext Wood Shingle I Built Struct — Wall; http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=2122 8/1/2011 Parcel Detail Page 2 of 3 l Living 968 Roof�As h/F GIs/Cm AC!None Area I Cover p p Type Style Conventional Wall Int Rooms�Plastered I Bed.2 Bedrooms ( W Int Bath , Model Residential F 11 Full Floor L Rooms Heat Total Grade Average Type 'RRo Hot Air Rooms ioms Stories 1 Story F A I Heat Gas I Found-:Stone Walls Fuel ation i Gross 2060 y, Area Permit History Issue Date Purpose Permit# Amount Insp Date Comments 07/25/2005 Repair Work 85638 $2,500 10/23/2006 00:00:00 PORCH BLDG 1 09/01/1995 10351 $20,000 01/15/1996 00:00:00 CO ADD'N 03/01/1983 B24833 $0 01/15/1984 00:00:00 CO ADD'N 04/01/1979 621166 $0 01/15/1980 00:00:00 CO PORCH 09/01/1972 IB15464 Iso 06/15/1974 00:00:00 1 CO 1 STOR Visit History Date Who Purpose 05/27/2010 00:00:00 Michele Arigo Change of Address 07/15/2008 00:00:00 Karen Perry In Office Review 03/12/2007 00:00:00 Jeannette Kirwan In Office Review 10/23/2006 00:00:00 Paul Talbot Cyclical Inspection 06/03/2005 00:00:00 Paul Talbot Meas/Est 04/23/2000 00:00:00 Paul Talbot Meas/Listed-Interior Access 11/15/1991 00:00:00 IME Sales History Line Sale Date Owner Book/Page Sale Price 1 06/16/1999 OBOYLE, ELIZABETH FORRESTAL 12343/107 $1 2 05/18/1998 GRIMM,JOSEPH 11435/075 $0 3 04/15/1992 GRIMM,JOSEPH &ELIZABETH 0 7963/199 $275,000 4 10/15/1989 MADFIS, LAURENCE J TRS 6919/143 $1 5 10/09/1969 MACKINNON, DONALD JR& 1451/908 $0 6 04/28/2011 11109 MAIN, LLC 25410/286 1 $761,600 • Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2011 $408,300 $3,300 $3,400 $471,200 $886,200 2' 2010 $408,200 $3,300 $3,600 $471,200 $886,300 3 2009 $473,100 $2,600 $1,700 $825,000 $1,302,400 4 2008 $433,700 $2,600 $2,500 $808,400 $1,247,200 6 2007 $433,700 $2,600 $2,500 $808,400 $1,247,200 7 2006 $397,500 $2,600 $2,500 $799,000 $1,201,600 8 2005 $351,400 $2,600 $2,400 $680,000 $1,036,400 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=2122 8/1/2011 Parcel Detail Page 3 of 3 i3 9 2004 $297,600 $2,600 $2,400 $552,500 $855,100 10 2003 $256,900 $2,600 $2,500 $250,000 $512,000 11 2002 $256,900 $2,600 $2,500 $250,000 $512,000 12 2001 $256,900 $2,700 $2,500 $250,000 $512,100 13 2000 $207,700 $2,500 $1,100 $150,000 $361,300 14 1999 $207,700 $2,500 $1,100 $150,100 $361,400 15 1998 $207,700 $2,500 $1,100 $150,100 $361,400 16 1997 $161,600 $0 $0 $140,000 $304,300 17 1996 $167,500 $0 $0 $140,000 $310,200 18 1995 $167,500 $0 $0 $140,000 $310,200 19 1994 $248,100 $0 $0 $135,000 $386,500 20 1993 $248,100 $0 $0 $135,000 $386,500 21 1992 $282,000 $0 $0 $150,000 $435,900 22 1991 $240,500 $0 $0 $150,000 $395,300 23 1990 $240,500 $0 $0 $150,000 $395,300 24 1989 $240,500 $0 $0 $150,000 $395,300 25 1988 $163,900 $0 $0 $75,000 $240,100 26 1987 $163,900 $0 $0 $75,000 $240,100 27 1 1986 1 $163,900 $0 $0 $75,0001 $240,100 Photos Irk kI i http://issgl2/intranet/propdatVParcelDetail.aspx?ID=2122 8/1/2011 Assessor's map and lot number ..`':...... ............ e t Sewage Permit number F ... ♦• BAUSTABLE i House number ...................:, ........ 'oo PAS& ...... ..... �D MA-4 a' tjo�oGc�rxE,�rr�rio�/ TOWN OF BARNSTABLE , BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... ::�.n.;�f.` ..........C: ..' .a':�.4. ...:.:.. %............................................... TYPE OF CONSTRUCTION ..:.i. ,.::.:;:a:::i...,,..... .s:.'.s::.s ........:....................................................................... ►.: ......3............19$� e n eir TO THE INSPECTOR OF BUILDINGS: Vs.y The undersigned hereby applies for a permit according to the following information: Location .....L�..<<.�J..... 1.T. ..1.y':........:A:i............. :..�::......... . ..:r................................ ................................... ProposedUse 1\, .J 1;—r� i:'� `� `t ........ ................ ........................................................... Zoning District .Fire District .... ................. i ?.. , 4 ��? ,; r� . .....Address ..�.i .0 `' I. :`. Yt i iti_ �.. • ,.,...._ Name of Owner . .{:i:,i.'7.....1:... . t ti. 1. ..... ... ... Name of Builder ......`>..1.3.:' L4.......................................... Address ....... Nameof Architect ....... .-......../....4.......:...................:.................Address ..........-1.......................................................................... I ! .C..t .. Foundation .....i.;:... . �.. +� Number of Rooms ................ .................. ...... ................................. Exterior ........: ..........................................Roofing x....4.... �...... :...': .. ................ Interior ....:.4?..!�s.... ...................................1� ................ Floors or Heating `'�, :� ....Plumbing ......��J.t......................................................:................ v� Fireplace `. ....:: ........... ... ...Approximate Cost ........`. ............. Definitive Plan Approved by Planning Board _____ ___-____-----------19-------. Area ..........�........................ Diagram of Lot and Building with Dimensions �` Fee ............. ................... SUBJECT TO APPROVAL OF BOARD OF HEALTH - - — Cat.` RI OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......4�.:'.!La:4: /. ....s'.S.C`+:Z ........... Construction Supervisor's License .................................... AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOQATION Z& r SEWAGE # VILLAGE �n�i�`r ASSESSOR'S MAP & LOT (5 INSTALLER'S NAME & PHONE NO. �7x16l3" �.�71ZT l�4/3�c Tt SitlG SEPTIC TANK CAPACITY /,JEW_dA( yob LEACHING FACILITY:(type)' zFAcht�Pr r,� (size) 5� c NO.OF BEDROOMS__Q ` PRIVATE WELL OR PUBLIC WATER_jy&Zfjp#-A 5 51� BUILDER OR OWNER TSB - j:� (k!I'M,/q— YDATE PERMIT ISSUED:_ DATE COLIPLIANCE ISSUED ��Z12 Z2 Z- I3 VARIANCE GRANTED: Yes No Ilk Gu&5r you s� ►� luo LP It 4 d Igo Lac- 064 ` v � c � r http://issgl2/intranet/propdata/prebuilt.aspx?mappar=034009&seq=l 8/l/2011 �FtME ip,�, Town of Barnstable "o Regulatory Services BAMnAB9 I E'� Thomas F.Geiler,Director Qje i639. �0 rFo �a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 29, 2005 Steven McElheny PO BOX 460. Cotuit, MA 02635 RE: 1109 Main Street Map : 034 Parcel : 009 Dear Mr. McElheny: This letter is to inform you that you are in violation of 780 CMR 110.1 and are hereby ordered to resolve this situation by December 9, 2005. I had spoken to you verbally on or about November 9, 2005 about this issue and you conveyed a willingness to resolve this matter quickly. Unfortunately, I have not heard from you since. I will forward a complaint to the BBRS if you fail to comply by the above date. Additionally,you may be subject to fines for each day you remain in non-compliance. Thank you for your attention in this matter. By Order, Jeffrey Lauzon Local Inspector m Q:zoning5 a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i i Map, � l_ Parcel Permit# 8seo3oo Health Division - -LOa ' �' Date Issued Z-S 05 Conservation Division SA ZZ/0 5' 1' PH 2: a� Application Fee ����° Tax Collector - Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 1 aCA' Village C� Owner 1,; S if-1-1 Address i t U VV sr J S Y`C' ►` ut- Telephone &`z, 6-1 Z. 6'7 ZZ Permit Request ftz N— L_,o '7c,,Mc c-c ( S: -(P �z's i.�� ��� ,7 7 IZ Square feet: 1 st floor: existing----!' floor:existing proposed �l new Zoning District Flood Plain Groundwater Overlay Project Valuation ZSoo r Construction Type Lot Size i 0 3 c= Grandfathered: ❑Yes Cl No If yes, attach supporting documentation., Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) fr Age of Existing Structure 1-6 Historic House: ❑Yes WNo On Old King's Highway: O Yes �6No i Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:O existing ❑new size Pool: 0 existing ❑new size Barn:O existing ❑new size Attached garage:O existing ❑new size Shed:0 existing O new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial--Li Yes 0 No-- -Ifyes`site-plan review-#- Current Use Proposed Use BUILDER INFORMATION Name 5 retl( st4cic_hl_N Telephone Number Address u License# 6�L-7 4.6 3 A OZ ro Home Improvement Contractor# i t o.4 tS Worker's Compensation# WC- (40 y1 4q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE '�'`�`�� DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL-NO. ADDRESS VILLAGE . r OWNER -- DATE OF INSPECTION: FOUNDATION FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i - z GAS: ROUGH FINAL FINAL BUILDING // OQ p•� /` �G� 1 DATE CLOSED OUT ASSOCIATION PLAN NO. V k l . . .. a n;euJrs;noy;lAl Allen;oN ; l IOFI wH aa d euo;anggS `✓/ie �oarvnare�ueu/C/e o�'✓//�aaaar/u�arlta sp tepumS put:suoi;elnJaH$ulplinfl jo BOARD OF BUILDING REGULATIONS :o;utnlaa puno}1i •a;ep uoi;ealdxa ay; License: CONSTRUCTION SUPERVISOR Sluo asn InplAlpui.103 plleA uol;e l;sl�a.l to Number: CS O47693 i. Birthdate: 09/23/1958 it Expires: 09/23/2005 Tr.no: 6998.0 Restricted: 1 G STEVEN P MCELHENY Ij PO BOX 282 i3 -- —• - COTUIT, MA 02635 Administrator ££ll-t�4£1888) :U31N3O'1-lV0 3ddS 0I4 Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR 'asuaoII sigl10 uoileooA apoo 6ulpline elelS sg Registration: 110485 ayl{o uoilipa lua»no a ssasso d Expiration: 10/20/2006 ` sawoH Aliwej Z 8 L of dluo tiuosew•V L Type: DBA 3 f109'S zwo ;1 coeds pasoloua jo 0Wy�OR&MCELHENY BUILDERS ij STEVEN McELHENY "•`."' _ 523 MAIN ST l G--e-5 COTUIT,MA 02635 Administrator �[ � Frf f "ate` ,: . 4 - .. �•µ'��'��'?t't�.,., �.aR$>�„"$�4� "��� aw"�"`�"Ski> �^s '�'�`;�'"' f� �f I r ti I je.f 1( �r1• f T ` IIX� �H10G-, InJ� 4.Gf¢rN I ( I I 1 I � � I r i • ta. i y, k r� 9ai 1i. �� ..}ss�}}� Xf `. _��� /j� .�Jt '` I Z�. j • ... -;A .. -_'r� .. , fV. h -' �. �.'� I + 1 ';:J ri .._ __ I __.-..____�...__.��.__. 'j I ; \ �' � i � �'� i � � 1 , l i j G I '�, 1 .'... .. _. � .. �.. I .1 �Y �, � 3(z�s a��.� 13��.0� - �'� .�, . _ -. tItIs M "-Ja�v`` ?3< "+•Jyr�.'�'4 -.'�+ v�.♦,.,•�T"1 J r s 1 ,-fir l'�GR.p'J1'.F rt��, 4h/"Z�t• £% Y.� - r a r, x�,y :Zf ..,....,,.y• t. `sr. ?s �ftl�. t '3'Yi _h` .d �'rxS'lhx¢ Ss4��4 � �5 �i} � ft . � f�5:.;:1 _ •� S a:;y t?r s�rt?,�} .•ai'Ji tt < F } �7 �jvkB+�y_zMr9i�'�fs s�sa f ,, !(t t< i'Nrfx}; j ll l i+t( v; f L.L L i i of, T Town of Barnstable Regulatory Services vUABLE, - Thomas F.Geiler,Director `� s�4• Building Division RFD tdP'�� TomPerry, 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 ABuilder I, :5 y2 r �-• ,as Owner of the subject property to act on mybehalf; hereby authorize i.n all matters relative to work authorized bythis building permit application for, (Address of Job) "? ,Z Z Signature of �e� Date s ✓�n ' Print I'dame y . r-•. ___ _ The Commonwealth of Massachusetts Department of Industrial Accidents — 600 Washington Street Boston,Mass. .02111 Workers' Co m ensation.Insurance Affidavit-General Businesses • br` r5.�.SiuFi� 't:.d•^P�+: eti•' " ' °:�'�'F r .. • �'a: � , -Yip. Ste.• •T L'. 'Sw. xtrl name' ��"�J� �C��—�fS�.�•�. "' -- ;,9•- ' address• '�O �c� � ... .. city �b iZ.� i state: R"" '� av' 6�3�' vhone# � work site location(full address)' ❑ I am.a sole proprietor and have no one business Types ❑Retail 0 RestaurantBaAating Establishment working in any capacity. ❑ Office❑ Sales(including Real Estate .Antos etc.) �I am an em to with �J' cm to ees(full& art time.}. ❑Other %NFII.�1/%////�%/�%///%//l/%/%/%4/F// �] I am an employer providing workers' compensation for my employees working on this job.. coiiiAaniV Ilainet '�5w . adr#rEss� . •ali'• = v\ 4'• ae• hone:.#: j - .p I am a sole proprietor and have hired the independent contractors listed below who have the following workers, compensation polices: company'natiie= address. city •. ! con an. nane - _ address:. cit :V otie:# insurance co: `:.5. :.:•s: "olic` Fallure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.D0 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that p copy of this statement may be forwarded to the Office.of Inve3tigations of the DIA for coverage verification I do hereby certify de thepains and nalties of perjury that the information provided above is true and correct Signature Date Print name C L b-1 Phone# '7-6 official use only do not write in this area to be completed by city or town official citL or town: permit'license# ❑Building Department ❑Licensing Board ck if immediate response is required ❑Selectmen's Office ❑Health Departmeni t person: - phone#; ❑Otherept 2003) Information and Instructions Massachiisetts General Laws,chapter�152 section 25.r-equires all employers to provide workers' compensation for their.. employees.' As quoted from the law, 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 ajoint 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 tom do. aintenance, 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 section 25 also'states that every state br 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,neither the '. cojx produced 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 mn ,the workers compensation affidavit completely,by checking the box that applies to your situation..Please supply company name, address.and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns . 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 b'e used as a reference number. The.affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made.- would like to thank ou in advance for you co eration and should you have any questions, w Y oP -The Office of InvestigationsY please do not hesitate to giv e us a call.. The Department's address,telephone and fax number: . The Commonwealth Of Massachusetts Department.of Industrial Accidents 9tfice of IMSU atlone 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ezt.406 of r Town of Barnstable N Regulatory Services a Thomas F.Geiler,Director r Mass. pgA s639 A.�`� Building Division lFo MP'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, n to an pre-existing ction of an addition y p g owner-occupied improvement,removal,demolition,or constru 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. lza-�2c bA Estimated Cost 2•S�v Type of Work: i = . Address of Work; n. Owner's Name: Date of Application: I hereby certify that: r Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied Downer pulling own permit Notice is hereby given that: OWNERS FULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR�TION PROGRAM OR GUAICABLE HOME RANTY FUND UNDERMG WORK DO NOT L E 142A. ACCESS TO THE ARBITRATION SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: •' i cd �E Y"S 1'��-4 c,l-t `� RegistratlonNo. Date Contractor Name OR - Date Owner's Name Q:fomns.homeaffidav Assessor's Office(1st floor) Map Lot Permit# Conservation Office(4th floor) Ci 61 ct Date Issued Board of Health(3rd floor)(8:30-9:30/1:00-2:00) 4 7/See #,50`00 Engineering Dept.(3rd floor) House#1 ' &d 9 SE C SY UST BE �' .T INSTAL.LE ANCE Planning Dept.(1st floor/School Admin.Bldg.) : Definitive PlgAovedPlanning Board 19 DE AND TOWN OF-BARNSTABLE Building Permit Application Project Street a 9"^^�•°� ::: Village Owner 'Y o- • Z L.12_5 70*4 a Address S,r}-,. -- Telephone o Permit Request D e -•a t—% 5 r+ G ez�� Total 1 Story Area(include 1 story garages&decks) square feet — y� Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ 7-0 a CV. coo T' Zoning District Flood Plain Water Protection Lot Size 2 P-c Grandfathered ? Zoning Board of Appeals Authorization Recorded t. Current Use R I ZAj,M A;-- Proposed Use S A-, Z Construction Type w-vo o> PJEA----Z Commercial Residential Dwelling Type: Single Family ✓ Two Family Multi-Family Age of Existing Structure So v 25 Basement Type: Finished Historic House �o Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) $ First Floor Heat Type and Fuel JIVAC, 174 v 1 Central Air o Fireplaces l Garage: Detached rtS5 Other Detached Structures: Pool ntc, Attached Barn he o None ShedsS Other Builder Information Name E,° Z6"C R_ Telephone Number 4 Zo -5-5(,3 Address ;0yc Moo License# 0416011 G 0 2-6';S Home Improvement Contractor# t►b e�S Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ` ! DATE I I►J g S BUILDING PERMIT DENIED FOR THE FOLLOW G REASON(S) i FOR OFFICIAL USE ONLY _ PERMIT NO. 10351 DATE ISSUED Sept 14,-1995 _ - MAP/PARCEL NO. 034 i 009 '7Z > ;• j 1109 Main Street 4: Cotuit ADDRESS VILLAGE 02635 OWNER Jos. & ETlz. C;rimm �• � �• 'tir , Y +� � J 4 ^~ � DATE OF INSPECTION: ' FOUNDATION FRAME x , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING- C'." �"ROU,GH FINAL ' GAS: *-ROUGH, FINAL _ a.. FINAL BUILDI�I'_G;,. .aa. DATE CLOSED'OUT - ASSOCIATION'PLAN NO. {' . i e ... l . :.. ...••1.. . � .... .. .. 1 lam. • . The Commonwealth of Atassachusctts ` _i� -:_-=1;:� Department of Industrial Accidents t } _ " ,;,; officeof/noesUgations \: / 6O0 H'ashington Street ::►. Boston.Muss. (l.,lll Workers' Compensation Insurance Affidavit ;�pnllCant information• ", PleeSe PR1NT"lebl tly' ' s - 77. name S e�l�.1 ✓�.c�t_flErl`l - C 2o�tt w�cct✓H�t��( 3�.t t_ i>�25 Inritinn• citY Co u i t�tn ri phone# I am a homeowner performing all work myself. �t I�am�aa sole proprietor and have no one working in any capacity �::::d�u.. •.a1aZJa`.:stirT 4' '' } - a',:i ,..;.�" `a"r - .r ..z:. w.;nrT+ern,.•,.•.,a.� 4:. �,.1 am an employer providing workers' compensation for my employees working on this job. company name: �'�,���z7— dhcELH Wi 2S address: �� �oK (68C, city: CcJ K •.i. phone#: y0 S 3 63 insurance co. -iz-z A q SS 4,\-CCE i N 5 Co . policy# to is BQe--V 34--Q -t? e I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: ; company name: address: - ' I Six: phone#: insurance co. policy# ..a.` i �?':ti< ,it'Fe.v:y;S..-:M'ae C:sa'•�° "^T.� r "sr-- z.. � '4T• ?'.�}T^�Nty-'c�=' e'tFh'bT .^",;.,�E3 (~� ,........,s3 �,.._.;.iaea• - •�" ..7:Ja���tivng�l..�.tii,'ie:t+a.."e•°'��i'�h�`�-' „'A�:�C�'..�k'_F_.'"=�' ..3:s+1+ =-�•��. company name: address: city: phone#- insurance co policy# Xtfatc_h 8ddi_ti6onallsheef if necess�yt �} e�°, + � 'T ' _p - `rr;`� Failure to secure coverage as required under Section 25A of 111GL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certifj•�u'n•,der the pains and penalties of perjury that the information provided above is true and correct. er Signature �!`—� �"�J Date Print name S cJ z Vn-CZ-taZ%J`I Phone# rofficial use only do not write in this area to be completed by city or town official tr city or town: permitflicense# r iBuilding Department [3Liccnsing Board O check if immediate response is required ❑Selectmen's Office [3licalth Department ' '.c contact person: phone#; nOther _ •b v (mised 3,95 PIA) . Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an enrplt►vee is defined as every person in the service ofanother underl'any contract of hire, express or implied, oral or written. An eynpinrer 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 section 25 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, 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. _ r, ..,,. r Applicants ` Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits 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. '. •'LF—`:. at[p4M,i?•, 1 :: 'L'^`_'.,,.'.,.ugry• f i•.ar+.q. y Cite or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. , r`.ryvn 9'.•. .:M ..�..^,py..r.,C,.,nTw.ry7al.�-/+f ,s.:1�+R.Y'.F.P'.',/ae aa5`��•1.,' ....t . 7 �W�11°'t'lll►! ' w 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 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 The Town of Barnstalue • 14,E Department of Health Safety and Environmental Semces Binding Division 367 Main Sheet,Hpaanis MA M 01 Ralpf Off= 508-M-6ZZ7 Bm& F= 508-715-3344 For office use only . • , Pdmit no. Date AFFIDAVIT ROME 12UROVEBMT CONTltACPOR LAW SUPPLEBM4T TO PERNIIT APPUCATiON MGL c 142A requires that the"nxonst cti0nf��+ 0n+ won'0°m temcn-4 dowditim or aomtn ctim of an addition to nay pm- owna c bUUdin cmttaining at least one but not more than four dweMng emits or to saw which as g to such m ace side or building be done by registered with CC,tainC=00M along Type Of Work: Co 2 .�s;�,,,c— S'CZc pcti2G1� COSY . wwo_ cru /, dAd& s of Worm Ito ,; Z0wncr.Nzu= S a( r C L t 2 -Er •"" n.. ate of pout Appitcatton: 4�`` ��5 I hembr cctifY that: Registration is not required for the following rmau(s): work c=fcdodby law .. lobmderS1.000 Building not c,&eer.00eapied Owwpoillngowupwaft Notice is hembY gh=that: OWNERS PULLING THEIR OVE WN PERMIT OR DEALING TM CONTRr CESS Z'I FOR APPLICABLE HOME RAPROVF.3 M TI' WORK DO NOT KA ARBITRATION PROGRAM OR GUARANTY FUND UNDERMGL� I42A SIGNED UNDER PENALTIES OF PERJURY t hefcby apply for a permit as the agent of the awns: an mow. Date OR CI DEPARTMENT OF PUBLIC SAFETY i ONE ASHBORTON PLACE BOSTON,MA 02108 ' LICENSE a CONU R. SUPERVISOR ` r o rT'r a EFFECTIVE DATE. LIC-NO. r ' n5 /31 /1903' 047693 t O ..� ... V i} }I - c c i t i C, T I STEVEPJ P MC ELHENY: PO 6 0 X 282 f COTUIT ' 14A'.02635 rn I NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY 4 a •. ,6 .. STAMPED-OR-SIGNATURE OF THE COMMISSIONER { ''' ' Az o SIGNATURE OF ICENSEE .:{ a 4. . �r^ /.,ems E ,sd� Y•�i �I;(N �� ifF yr ' tT q. 1 a 7�_' r�"ly'- �v"�'•. IISSIONER ��'x r$ a ,' R I h � e t t . t _ _ _ ;,F 1 ';.} +,.go-.,• � f •I ' i E'�I�i T,wI G. MI G�•�S G i \ is4 F•2 end 2xb P•T. So 5:5 otiEK Ert ST J6� /I To $E 2c 5 DEO C_Ord L2£rE. f�ooG NSA Ipu f -_....------------'-- po2c.a _.. KE�.AGES '�y-IsT.�1f5a�• OV � � � __^__.-..._-- �.._`"�_ 4 �I 4 .o AS7HA��r "�ef�F 1 S• V-0 r, rr—A2 St-E�4Ar.t,4 4><+ Pcs7 Sc c rf:4 ps£vr�rD 2Y�.F�+e CR.MM SCZrLC-I rc7zc-q 7.* vtA s SCALE: •14^;I'-&' APPROVED BY: DRAWN BY: ArmC --�_- 8 PT- Tb•ST DATE: q a� ,5 I REVISED ANC-• rAv sFLTorI wn�. ( ,�T1 DRAWING NUMBER k i � I Ld 4. �' E��ST,tiG. HCwSG � Lu4 F.2 srJ 2Xp 7•T. 7-0� � -_._To ?at O �47 L,. I5-5 O Y c Z £rt ST.l6 SO-an'VE 'Po4.c.N K£T-&.ACFS ��Sr.aQ ,�. o• � /yIL AS7HAVT 'itavF '----__ - ., tit i -7L-- 211I uxv� b PAT'o p a. S-� o iZ €c A e E Le.:L A T- s.ri8 MD2. 4><4 Pcs7 i I�IN M�I.iNM rm,%—z Sc s" Ek CR�MM SCzct+�l 'Po.'�G.� $Fvf�FD 21R..FiI[ T,"`' WA S `� SCALE: '1.� �'-p" APPROVED BY: DRAWN BY: yvC.E ___._..... .tea p: To.S- DATE: 'I Q5 REVISED Yos CsNL. PA-p 1 SFcs+e�J -44�4 Crn,cTl DRAWING NUMBER �TNE 10,,E The Town of Barnstable O� 9 BARNSTABLE.$ Department of Health Safety and Environmental Services MASS. i639' ♦0 �FOMA�° Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection P Location 1 1 V� `�l� i l� C-Df Permit Number Owner �(�(, Builder One notice to remain on jobsite, one notice on file in Building Department. The following ' em need correcting: 4��) z (ozx 17 � �L.Re 0 o �� �C `f �c �G 1 j 1v-te" i Please call: 508-790-6227 for reeinspection. Inspected by Date �tME ip,_ The Town of Barnstable BAR E.MASS. ` Department of Health Safety and Environmental Services 1639. 7 MASS. Building Division ' 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 * ' Building Commissioner Inspection Correction Notice Type of Inspection 12 Location t\ l Cof Permit Number Owner (S1tLi AM Builder One notice to remain on jobsite, one notice on file in Building Department. The following ifemsneed correcting: �f /I- INAA14- W"-' V'// � Q vk-/ r I� USA it �120^�L—m KiT �.t�'� �.cS�." I o Kv)(" too ( oh- Please call: 508-790-6227 for reeinspection. Inspected by r Date 's Assessor's map and lot number ... .G ..... ...... . !..:.. - . ? ��'6. -r V 7FTMEt�� SEPTIC SYSTEM MUST BE Sewage Permit number .........1111�_Le....:................:............: d� , . INSTALLED IN COMPLIANCE ' ' Z BABH9TADLE, i House number ..... �d...� ... WITH ARTICLE II STATE ' 9 ran& �i639 a e�0 ........................ SANITARY CODE AND TOl�IN- - REhU TIO oYPY TOWN OF BARN-STALE ABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........................................................ TYPEOF CONSTRUCTION ..jV.d49,h.............. ................................................................................................. e f f./... .a..............19.�� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ,y� , Location .........../?./.t.9/w......4� ................ �D..7C/74�&.21.................................................................................................... ProposedUse ..... 10/ 7.........................................................................................................................I......................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner ......Address es?. .....1..11k!?�/./c. ..... Nameof Builder ............5��i/f? .....................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms Foundation J'I,�iw�� ..... 1w.-b.............................. .................................. Exterior 1 ....Roofing .1. h:9V1 6.�.r/ �..�7.......................... /• � ..................................................Interior ....................................................Floors .......�.....�-..� .. ........ ................................ Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ..... �i..�J.��. ............................. Definitive Plan Approved by. Planning Board ________________________________19________. Area &3� S, ...... .... .............. ............. Diagram of Lot and Building with Dimensions Fee .. ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ./�... ... .. . ............. / MacKinnon, Donald No 21166 permit for porc ................. .................................... ..................q. Main Street Location ................................................................ Cotuit ............................................................................... Owner Donald MacKinnon .................................................................. i s Type of Construction frame .......................................... ............................................................................... Plot ........................ Lot ................................ Permit Granted April 3 79 ......................19 Date of Inspection '.....................................19 Date Completed ..................,✓ e_ PERMIT REFUSED ...................... .. 19 . ......................... ....................................... i ..............:................................................................ e '4 Approved ................................................ 19 ........................ ................................................... ............................................................................... Assessor's map and lot number .... Sewage Permit number ..........e,.z.�.................................... d `/ Z BAR33TADLE, i House number /( D../.. •...... 9 MAM �p 1639. \00 TOWN OF BARNSTABLE +� BUILDING INSPECTOR w APPLICATION FOR PERMIT TO .L�'..f.............r / ' .............:.......................................... TYPEOF CONSTRUCTION ................................................................................................................. : �4� .f....�...... Y ..............19.2.,.�/, TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location :....................................:........:.....:.......... '. ...................... ProposedUse xl .........................................................................................................:...... ZoningDistrict .....................:....:..............................................Fire District ...............................f.............................................. Name of Owner .C/ �....�r: i a it//��•(/,......Address �ti../.... .i!!t?.lI Lett.....!. ...:,:>A: Nameof Builder Sal i'Yl.=:,:....................................Address .................................................................................... Nameof Architect .......................Address........................................... .................................................................................... Number of Rooms ..................................................................Foundation .r'`. �tfl. ......:,�.`�`JI!9 . 't Exterior ................................................................Roofing ` �,.%.l�1 1........... ............................... Floors5:`.:� .fit...... ...........................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .....:.........`.% .i�......................................... Definitive Plan Approved by Planning Board ________________________________19________. Area ....�.2.�. .........0:f:........... Diagram of Lot and Building with Dimensions Fees SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / f Name ;lCx��1iP........: .:.. L.� /l :l�` �............. MacKinnon, Donald,,. ,A=34-9 No 21166 Permit for .....Parch ............................................................................... Location0 Main...Street. ....... ........ . ................................. Cotuit ............................................................................... Owner ..........Donald Mac innon Type of Construction ... ......frame..................... Plot .................. ..... Lot ..........:..................... Permit Granted ... April 3 19 79 ....... Date of Inspection ................. ..................19 Date Completed ............... .:....................19 PER IT REFUSED ...... 19 ..... .... . ....... . ....................................................... ................... ........................................................... .................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... n Assessor's map and'lot umber ..................................... . .... . .... : / Sewage Permit, number . { Z BAWSTIBLE, i House number ................................................... r rnea �p 1639• `00� 0 mix TOWN OF . BARNSTABLE . BUILDING fI,�NSPECT•OR APPLICATION FOR PERMIT TO .... :M2`?:5 T.aN).Z71 ..........I . .T........................................................... P ..f�.4 ...... ,�Q ..'................................ TYPE OF CONSTRUCTION .... R............... .....19..�5. TO THE INSPECTOR OF BUILDINGS: ` The undersigned hereby applies.for a permit according to the following information: Location ...... . ..4c1.... .Yl.!.!U...... t. .......... ...................................................:. Proposed Use Ji°�. .G........ .... 4. ..............................:........ ................. . Zoning District U C3.`............:..................................... ....r:...............................................:.....Fire District ................. T Name of Owner ........Address ..\.1.. ? ....�`.'`.AJ.!`?...�� ........�.�?-Cv� .1......... Name' of Builder ......5..19. !.4 .............................................Address ........$.. ................................... Name of Architect w FE^-��....:.......................................Address .......... ►� .... .... Number of Rooms ........:1 ... .4.!... ......Foundation ..... ,6..� 4� ....................................................... . .112 Exterior6?.t.................................:........Roofing .:.,.... .. ` :.... ................................................ Floors C). r- ` ...:.........:...........Interior . uv 6� .......... ...... V..N... .. .... .................................................... Heating ?.v.. t.......... :.Plumbing ......1\.1�. - ........................................................ Fireplace ....... .t7 ! ! '..:....:................................ Approximate Cost...................................................z0 Definitive Plan Approved by Planning Board _____________:__________________19_______:- Area ...............`......... ............... Diagram of Lot• and •Building with Dimensions Fee l !..>.: ,d SUBJECT TO APPROVAL OF BOARD OF HEALTH Rol E o c, OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS . I hereby agree to conform to all the Rules and Regulations of the Town of.Barnstable regarding the above construction. Name ...... !. .......... Construction Supervisor's License ..............:..................:. T MACKINNON, DONALD 24833 BUILD ADDITION No ................. Permit for .................................... Boathouse Carport ............................................................................... Location ...1109 Main Street ......................................................... Cotuit ............................................................................... Owner .....Don.a.l.d.:-Ma.ck.i.nn.on................... ....... .. . .. ....... .... .. .... ..... Type of Construction ....99441Q.......................... .............................................. .................................. iPlot.............................. Lot ................................. Permit Granted ......M .ar.ch...7.... .......19 83 ,,,March..... .. . ........ r. Date of Inspection ....................................19 Date Completed ........ .........19 Assessor's map and lot number ....................... THE c PyF t� Sewage Permit number .............. ..: . .. ........ Z 33AHB9TADLB, i House number .......... 9�C NAG e0a,............................................................... �E YFY a. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... ........ .��3.►..4... . :. ..>......................:..............:.......:.. TYPE OF CONSTRUCTION ....!...€:. .:.:n, €�.;:. .. '. :?. ....................................................................... ................... . ................... 19. ... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....�.L.o:c.1..... '....... ......... .. 3.....+..� .1....................................................... ................................... ProposedUse ,first t"„-E"-a J.. ........c:':. r, C................................................................................................ Zoning District ...... —..F......................................................Fire District .................. ::E ..:............................ ........ Name of Owner ... .. .. ........Address ..\. 'c'...t............. .........:.Address `�..�� '`� '- Name of Builder ......`�..1•�......�.:................................... .......: .........`.......:.................................................... iName of Architect ..................................................................Address ...........:::......................................................................... Number of Rooms I Cs I� ...................................Foundation 1 . .................................................................... Exterior ........>'..t .�.Y:.'>,J;3f, ii k? ..........................................Roofing ........ �.C.1:{ . r. `................................................... Floors .......t...... �...........................................................Interior ...... Heating. ....... .........................................................Plumbing ...... :U. ............................................................ Fireplace ......'....{ :...::�=............................................... .......Approximate Cost ...... 2............................................r............. Definitive Plan Approved by Planning Board ------------______-----------19________, Area ......... il........................ Diagram of Lot and Building with Dimensions Fee - �..... ............................ d SUBJECT TO APPROVAL OF BOARD OF HEALTH � d C. 2� r JI I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... . .......... Construction Supervisor's License 4r. MACKINNON, DONAL X A=34-9 t � No 24833 permit for „BUILD ADDITION .................... Boathouse Carport f ......................................... .<.................. Location ..1109...Main. . ...Stree. . . t ....... .. .... .. .. .. .... ...... ............ Cotuit Owner ,,,Donald Macki.. ..non ....... .... Type of Construction ...F ,ame ............................... ......................................... ...................................... Plot ............................ Lot ................................ t Permit Granted arch 7, 19 83 ` Date of Inspection ....................................19 Date Completed ......................................1=9 I/ C,/c, _ i i I i i t i � II - - ♦ i L �Nm r J`��q ,��--ice- s-�, ,-, �-- �� � .bl , �- s :� �'.� r ��. tl. ��J r -� ���� ,�.: ',,,,�o.�. i�o 9 /���iJ S t c7 __ � r.=, v , � � . �����1' •-- r GSL� - _ � _ _ F � �$ \E C\ � . i . ' s i - - - 3p 9, • . . ,.. q . ��- " . - ,, o ,,. ` . �. � - �" �„ - .. ' � -----�-------,� N69ops - . � �� S p„� �� �,�` Fpj�'I,phl � -- `` 2 � � • DTI b � E � . , .�` .�` � � p4�_ .`�. ,, � �` . ON o� � - XIS . �� �, .� - �� � ,, � i. '� G FxI � �. ��, DRn� �` ST .. � � �. �, 36 p, 6 - � ; �� ... . EXISTING- z � �; ti°` � i 4 DWELLING �'�. N -. .�` 1st FLR.EL.75.4" �. ,. � . . ^. S . - �, 18c . - N 2863 `• � 3 . 69�2p2o h HSE. N0. 1109 0 0� ti° "I cert�that the foundation shown on PLOT PLAN CIF LAND _ � � �' �� �°�' � .this plan is as it actually exists on the -LO CATEIU IN ° 0.97 ACRES � � • ground and that it confrnms to the town of o�^�t��or n1q�� , Barnstable zoning regulations regarding o���'°°°°°°°°°`fir.^ C O TUIT,1V�A S S. �.'' yard setbacks." ���° 'e�`� � PREPARET� FOR e � ��e C�,lliAKLES a "�� GEORGE I:,€�OYD �%�� — — — — R.L.S. e saNlr..xl °° 280f35 � $ • 0 date:May 16,2012 . "���� ° floodzonec[non-hazard) - — DATE:MAY 16,2012 SCALE: 1"=30' •Y . mainst1109 CAPE 8z ISLANDS ENGINEERING '• ' MASHPEE,I'�IASS. ti KV-P, Ftw S ' q0:09 Rr. LPN JyB�.y N LOT m / � 29 LOT 9 T o �L 2 31 I- / /AREA I 'Wo. r i _ T r� erv�y I NCH 1AP*K (s i IcS U ,) ot— - L O T 8 s c�tu- LOT PO l�o � t ,� , 'o W I �"Tdwnl A R �1 �(/ATZoN I w F FtVATZ1 M,�/ (ASS MI;o) I /00.o0 S 2�° y4 '00"W FwL1 MAIN STREET �GoTU�r-- SMIU iP,&-E MA 0��N" 0 �~ 5 ZZ 01 l w ,ate. I.. Construction of . th F d � ? ► ► ,. a ' Title of the $ ��w t ,x 2 -No. -changes ara .t6--mili-00 board of Realth 'a9d tha ,# (-g : �T e� r SCALE 1 Per-; f-;r aiv 2' l�yq 5 ' ` 9o,09 I , 1/9 v► Q /`29 LOT 7m / LOT 9 \ AGW �) LOT IZ 30 o /0• 1 NT i01 T f�RPR C3 NGH IAP*K (SPO S U' T� =J op 33' LOT 8 ' • y r LOT !0 ?o 60 1 � , v (o WIA, �K 69►9 ( Cw � i i b5cK W IIEA W wxr �unn a Vi G rEVATT00 00 (ASZ14mEo) i_ 100,00 S 2,)° yy 'Qo if w F,,vp MAIN STREET (coT I— BAnr p6LE', AA IE Ft t— -r Title.. 5 of the y �; + J Ats"s •- kackf ill 2. of ;with a the P _. � ._r.. -._... .,. .... -J, .. _.,.. ... .W..._ ,.a m..,n. t. ..ie ..,.._.,..y.____.... 5..4,........ ..Aa...... :.3�� ..yt,(N�',t.a.,,�y:�'sinhi h?.f•�,+..� � .� , R .SIN GS.LAN 1 T1 OF'BAR _ / STABLE 309, V 69 , N69°Oslo„� 44.04' - ON o " w � `360' I � . O EXISTING •DWELLING �` f Ist FLR.EL.75.4 .31 "I certify that the foundation shown on `f 69°2020" HSE. NO. 1109 this plan is as it actually exists on the PLOT PLAN OFF LAND ground and that it conforms to the town of �\��oil- \ LOCATED IN 0.97 ACRES Barnstable zoning regulations regarding o n �,, COTUIT,M�ASS. yard setbacks." o��° . °�( PREPARED FOR p PAV1L' ^ '; G% c1-14RLLS � � GEORGE LLOYD �R.L.S. e ANICI"'I �e '6o date.Jan.5,2012 flood zone c[non-hazard] - 13ATE:JAN.5,2012 SCALE: 1"=30' mainst1109 CAPE & ISLANDS E;sTGINEERING MASHPEE,MASS. _ pq !f , � 1 ► � s • •...•�: � tom, 1 ®� � t� -� r 1 ��� �► ! � 1; � 1 ,ram . �I P �® ♦ �..►-� � 1 ;y r � � � , , e..T� ,. 1 ems► .1 tR ' 9 / ♦ � '' �n tea. � ! �� ® �s All all 1 y _ lu u : >s a X. __-.. GENERAL NOTES L-- �► ALL LOCATIONS ARE BASED ON AN INSTRUMENT SURVEY. C am._._ ; a n . ZONING DISTRICT. RF jp IL FLOOD ZONE: ZONE X (NON HAZARD) jw alai 41 LOT COVERAGE jrLOT AREA = 43,956 S.F 49 '~ EXISTING DWELLING. GUEST HOUSE, BARN, DECKS & PORCHES 4.569 &F 10.3% PORTION OF EXISTING D%f .LlNG do PORCH TO BE REMOVED = —892 S.F. PROPOSED ADDITION & PORCHES = 1.163 S.F. - Alt '-- �� , PROPOSED ADDITIONAL LOT COVERAGE. = 271 S.F. '�� ��� TOTAL LOT COVERAGE 4.8840 S.F. ( 11.0% ) Locus MAP NOT TO SCALE S qr� ^' � N� OMNER OF RECORD: GEORGE W. do HOLLY LLOYD f`�- 11 MONTICELLO AVE. PIEDMONT, CA 94611 DEED REFERENCE: BK. 26250 PG. 339 PARCEL 12 PARCEL 176 i� 3 I8" 1081 MAIN STREET PLAN REFERENCES: BK. 172 PG. 69 19 1MNGS LANE BK. 279 PG. 49 BK. 598 PG. 18 r4r BK. 19 PG. 143 l�,a��h s68-ti ""� ��. 1g 3Q Sc�•F 9 fig= I 1 PARCEL 9 43.956 S.F. `�� „ PARCEL 10 1097 MAW STREET EXISTING SEPTIC LOCATION AS PER 24g AS BUILT N d= PROPOSED PROPOSED v= PORCH aADDfDON oc - `zs ON CVDECK `s EXISTING �,� / EXISTING SEPTIC *. DECK 8,a9 S�k LOCATION AS PER , INSPECTION CARD PARCEL 7 24 SHELL LANE -All RINSE STATION EXISTING PORCH / ,�A �- TO BE REMOVED o ' PO s TO REMAIN ya_ O PROPOSED PORCH ?o y EXTENSIlON AD PORTION OF EXISTING N DWELLING TO BE REBUILT PARCEL 8 1119 MAIN STREET LEGEND �4(�/ Q EXISTING DESCRIPTION `-- CONCRETE BOUND ■ STONE BOUND i HEREBY CERTIFY THAT THE ABOW DMpJi+4 LOCATED ON THE GROUND AS SHOWN AND THAT THIS MORTGAGE 04SPECTX IN ACCORDANCE WITH THE ! IRON ROD TECHNICAL. STANDARDS FOR MO RT I ONS AS ADOPTED BY THE MASSACHUSETFS ASSOCIA ION OF _ Fl CIVIL ENGINEERS. INCORPORATED. \/ r O IRON PIPE - • IRON ROD W1 CAP CHRISTOPHER COSTA PI-S. DATE /8 PROPERTY LINE No VAX a ar Aw SHEEr TITLE:. PROJECX ADDREM- CAM & A 1iaGR la�alGJ PLOTPLM GE011RW W. LLOYD ava E a 16—LAW SUNWE1 M—MaROMI MAL PEPJWrr IG r- 0 20 50 100 ADk*dm4*Ca.raA��. Fib 1109AL 1N STREET LL. SCALE: 1 = 2Q' PROPOSEDAT10At CO W 0 0 ■ae�pmK 4W-rrn •- 80 Fi�i.11ti�il'H>faAgSl�lE3o1G APPV'O 8Y 8Y DALE PICf trAilE A 0 If MA02644 a i�i�CapeHdG.oas CC SAC 1lMD .._ 8!'la8/'I4 MAJN 1109_1.LQx0 MAP 34 PARCEL 9 SYSTEM PROFILE H_ _ GUEST HOUSE THE SOIL ABSORPTION SYSTEM SHALL HAVE A MINf.VIUM TOP OF NOT TO SCALE OF ONE INSPECTION PORT CONSISTING OF A 4" PERFORATED FOUNDATION HI PIPE PLACED VERTICALLY DOWN INTO THE STONE TO FINIS GRADE EL. 72.0 r'FINISH GRADE OVER FINISH GRADE OVER THE NATURALLY OCCURRING SOIL OR SAND FILL.BELOW THE EL.71.0 SEPTIC TANK 70.2 DISTRIBUTION BOX 70.5 STONE. THE PIPE SHALL BE CAPPED WITH A SCREW TYPE FINISH GRADE CAP AND ACCESSIBLE TO WITHIN 3" OF FINISH GRi;DE. OVER TRENCHES 70.5 _ -o RISERS TO 6" ,A i - Y '---OF FIDTISH GRADE-' Y 0 PRECAST CONCRETE 3"MIN. RISERS TO 6"---''" b 500 GALLON DRYWELLS ° OF FINISH GRADE , OUTLET PIPE(S) LEVEL H-20 REINFORCED LOADING MIN.SLOPE 1% 13" - FOR 2'(MIN.1% SLOPE 6 MIN.SLOPE 1% o TRENCH LENGTH =33'-611 MIN. BEYOND 00 DRYWELL LENGTH = 81.-611 i - 14 6802 6754 MIN = m, _ . . . 16-SUMP , U ,` '+1 }O.1 .,�'i �i '+1 �,O:( i. "q O,p0'1 `4•�I . '+1 �,10:1 ��, '• '+1'Q,O �° 67.29 [ 67.11Y b: 'q �.0aPVC OR CAST IRON TEE �6944 - - -✓ � '/- 9 ba,� p J._J �r' r'r� o; '.I OTC. A`r` p. ,^ :1' ,.'` •,,,,•., �'; •1 GAS BAFFLE � a, , • gib;DISTRIBUTION BOX 66.70 v gib i}'-.� W 3/4"- 1-1/2" DOU`3LE EL.64.70 1500 GALLON `>J H-20 LOADING .:.-,s o• \ y w ` WASHED CRUSHED 3/4"- 1-1/2" DOUBLE,.- 1 EXISTING INVERT = I�'RECAST CONCRETE � �4 , WASHED CRUSHED 4 @ BARN < 1. STONE 5 H-10 REINFORCED a ::,� MINIMUM INSIDE DIMENSION 12" STONE \ _ _ OUTLET INVERTS 2 BELOW INLET INVERT EL.59.7 BOTTOM TEST PIT#1 01 MINIMUM CONCRETE WALL THICKNESS 2" �, '1 ,.• INSTALL ON COMPACTED LEVEL BASE TRENCH SECTION : 10 °• `/.'•� O/.•1 � ,moo'' pl' .,.0* Ip" '•/ yp ' Ip�P,:i '•'':, SEPTIC TANK NOTE: EXCAVATE TO =C STRATUM IN ORDER TO REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL INSTALL ON COMPACTED LEVEL BASE WITHIN S OF THE SAS. REPLACE WITH CLEAN, �,,. a.. MIN: CLAY-FREE SAND [310 CMR 15.255) p. ,l 36" MAX. 3" PEASTONE Koopm 4 DIAM. • GENERAL NOTES: 1. ELEVATIONS SHOWN ARE BASED ON ASSUMEC) ' OBSERVATION PIT - 1.,- a•.;,..,, a, - p �',�',•o f ,;o 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON M `o .o.l A �r� OR SCHEDULE 40 PVC. ro7 °" °,; 1`•�;, / ,O ' 3.HEALTH AGENT/CAPE.& ISLANDS ENGINEERING V,WARDEN,SOIL EVALUATOR 4 3/4 - 1-1/2 DOUBLE E Eo lraT � ° MUST BE NOTIFIED WHEN CONSTRUCTION IS P-13536 4 WASHED CRUSHED COMPLETE PRIOR TO BACKFILLING. PERCOLATION RATE: < 2 MIN./IN 4 " 51_21l STONE Q x ,,_ 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED WITNESSED $Y: D.DESMARIASTRENCH WIDTH ry BY CAPE & ISLANDS ENGINEERING AND THE BOARD 13-2 OF HEALTH. BARNSTABLE BOARD OF HEALTH - 30 , - - . .�s' 1; "` `,�' � 5. MATERIALS AND INSTALLATION SHALL BE IN DATE: FEB.3,2012 NUMBER B R OF TRENCHES 1 COMPLIANCE WITH THE STATE SANITARY CODE NUMBER OF DRYWELLS 3 r [TITLE[T : VI AND.LOCAL APPLICABLE RULES AND EL.69.7 EL.71.o Er,.72.o EL.73 REGULATIONS TEST HOI.��1 ,EST I-IOL_ 2. c . �, ;; . 6. NORTH ARROW IS FROM RECORD PLANS AND IS f " TEST HOL� TEST I-IO� ,,,. NOT INTENDED FOR SOLAR ENERGY PURPOSIES. 0 0" p11 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. 10 YR 2 LOAMY SAND A LOAMY"SAND 8. FLOOD ZONE [NON-HAZARD] lo" FRIABLE 91, 7.5 YR 2.5/3 7"=BW= LOAMY SAND 9" 7.5YR 4/6 =E= SAND DESIGN DATA 2211 VERY FRIABLE 2311 10YR 5/2 10" 11" 62t1 PERC HOLE =6w= LOAMY 4sSAND NUMBER OF BEDROOMS 4 EL.64.5 GARBAGE DISPOSAL NO =C1= MEDIUM SAND VERY F'UABLE DAILY FLOW 440 GPD. fop ?o, `�/ \ N6�osso, 1oYR 4is 22 . 2311SEPTIC TANK REQUIRED 1500 GAL. Os� #2 ��. =C=MEDIUM SAND SEPTIC TANK PROVIDED 1500 GAL. 10YR 4/6 LEACHING REQUIRED 440 GPD. 16-s' \ \ T�*, �- jjJ 7 Zq� r • o 28' Ak NO GRouNDwATER „ SOIL ABSORPTION SYSTEM CALCULATIONS: `11 ',�,.-_ .. `\ F 120" 120 120" NO GROUNDWATER 12 r ,,� EL.59.7 11 SIDEWALLAREA= 186 SF. �. �x ; Ip. ChrC 1 , I, o 0 0 ---- 186 SF. X .74 G/SF. = 137 GPD. • o I ti BOTTOM AREA = 441 SF. FX7STill 0 441 SF. X 0.74 G/SF. ='326 GPD. -7 - sly B �� �.� Dipn,_ •`vl' LEACHING PROVIDED = 463 GPD. LEGEND '� 7 / coN`k REVISION:MAR.13,2012 EXISTING SEPTIC,SALTWATER ESTUARY 52 PROPOSED CONTOUR r - 360, (joy / p'� EXISTING ADJUST SAS,FINISH GRAUEXXISTING WATER ,. Qp Q F .` r �' \ � 1DWEL NS - 52--- EXISTING CONTOURst � 4 - \ s .. PROPOSED SEWAGE DISPOSAL SYSTEM \ , OBSERVATION PIT Iv\ 46 2 \ PREPARED FOR 863' ° ❑ DISTRIBUTION BOX N69°20- ` sty 3 GE0RGE LL0YD 20„ HST . NO. 1109 o ti' ,•. �,�:`z HSE.N0. 1109 ST. 0.97 ACRES O a C7 r�.°•° °�� 0 0 o SEPTIC TANK ti �t� - COTUIT MASS. SOIL ABSORPTION SYSTEM - - PLAN NO. 020712 SCALE: AS NOTED NOTE: EXCAVATE TO -,C= STRATUM IN ORDER TO �,iA REMOVE ALL =A= & =EI= IMPERVIOUS MATERIAL `�ES �: ; a FILE N0. a DATE: FEB.7,2012 RESERVE RESERVE AREA WITHIN 5 OF THE SAS.ikREPLACE WITH CLEAN, • ': SEPTIC NO.77 PCS FILE:mainst1109 CLAY-FREE SAND [311) CMR 15.2551 nnv�t� °'� C:HARLES' .r 22.26 PIPE INVERT ELEVATION SnrcIhr CAPE&ISLANDS ENGINEERING PLOT PLAN 034 009 1109 SAS • • 800 FALMOUTH ROAD SUITE 301C SCALE. 1 30 MASHPEE,MA 02649 (508)477-7272 _ _ I MAP . SEC PCL LOT HSE i nn ch 1 _ e a Yublk _�} Landing II ( T- cotu1 t �\ 1 �Q10 a J SL1gN� i EDGE O �E1'�J 30 q r CORNER IS 62 a EXISTING SHED TO BE REMOVED , `�� � ` � / `� SAY �' I``�� `�� ``�� `` `•`� x ' GD p� EXISTING EXISTING BARN ! 4 DWELLING \ P l TO BE REMOVED 1st FLR.EL.75.4 N69 28.3, \\ 2°20„w HSE. NO. 1109 0.97 ACRESco ~g PR OPOSED SITE PLAN L OCA TEZ7 " CO T U-rW ATA SS. PREP D FOR ANI vi GEOIRGE LL 01 � Nf('Z ,�� DA TE:DEC. 7,2011 SCALE:1 "=30 ' CAPE & ISLANDS ENGI7\EEI2.ZNG ATASHPEE,IIIASS.