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0056 NYES NECK RD EAST
A, .�= . , .��, o ._ � , . .,. .. -. _ �.. .. � , -. .. .. S c. V ..- �� -� � .}, 1 � - C .. __ - i ,. . . .. ., _. a �.i i.. . - ��, � , .. h ' _ i .. _ :� a � � i _ � - I . �y .. .. - .. t}. f1 Town of Barnstable Building Post�his,.Cartl So TFvaL,it�s Visible.Frorn the Street=A "roues! Plans;Must be,.Reia�ned,on•Job andthis Ca„rd M„�ust be Kept•, AriLB, ' ,",-; i '.,g. -s� ° :. `x. e PP ,^ ',Z a `�i '`,' �• a wi '. F '4..F:. �z ,5," Permit Posted Until�Final Inspection Has Been Matle � � R . Where�a ertificate;;of Oceu anc." �s,lie uiretl'such�Builtlin shalhNotrbe Occu ied until�a Emal:•Inspection has been made ' Permit No. B-18-3151 Applicant Name: Sean Maguire Approvals Date Issued: 11/02/2018 Current Use: Structure Permit Type: Building Detached Accessory Structure- Expiration Date: 05/02/2019 Foundation: Residential Map/Lot 233 025 Zoning District: RD-1 Sheathing:01' �]s J q Lotion: 56'NYES NECK ROAD EAST,CENTERVILLE r � F Location: �� ContractorjName.' Framing: 1 Owner on Record: MA IRE SEAN M&GAIL T r ctorg License r GU Cont a ' g 6� 2 Address: 56 NYES NECK RD EAST - - - _: Est Protect Cost: $35,000.00 Chimney: CENTERVILLE, MA 02632 � Permit Fee: $278.50 AII Description: Add a 14 X 16 structure to an existing,detached 12"X24 single car Fee Paid $278.50 Insulation: garage. Work to include the installation of po er Dates 11/2/2018 Final: Project Review Req: GARAGE ADDITION-NO HABITABLE SPACES ' s Plumbing/Gas _ Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorize_&byY"' permit is commenced within six3m6nths after issuance. All work authorized by this permit shall conform to the approved applicaY on and�the approved construction documents for which4 is permit has been granted. Rough Gas All construction;alterations and changes of use of any building and structures shall be in compliance with the local zoningbylaws and codes. g This permit shall be displayed in a location clearly visible from access street or,road.land shall be maintained open for public inspection for the entire duration of the Final Gas: e work until the completion of the same. ; Electrical The Certificate of Occupancy will not be issued until all applicable signaturesby the Building and Fire Officials are provided on this permit. p Minimum of Five Call Inspections Required for All Construction Work: �. Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection t� 3.All Fireplaces must be inspected at the throat level before firest flue'lining is instal►ed" ` 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 5 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address PD, I� - �. Village Owner l v Address .l-A,k, Telephone 12- —�" ��` !g3715 Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 2`�Oti Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach sup" ing docuanent�on. �/ Z Dwelling Type: Single Family ref Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Hi hway: ❑a'es "i No tv -1 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other r'v v � 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: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes &/No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Z,3 ::::2;a jam- Address/itV"eZnW License#Tl0,�2 4 a Home Improvement Contractor# Worker's Compensation # hi Z,4A!00�s—'9�s� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOO SIGNATURE DATE E ZS ta FOR OFFICIAL USE ONLY APPLICATION# c DATE ISSUED s MAP/PARCEL NO. r' ADDRESS VILLAGE l OWNER J l • 1 t DATE OF INSPECTION: ti FOUNDATION L FRAME INSULATION y FIREPLACE ELECTRICAL: ROUGH FINAL } PLUMBING: ROUGH FINAL ' k GAS: ROUGH FINAL FINAL BUILDING f s - DATE CLOSED OUT ASSOCIATION PLAN NO. .L.Vi .saL� �YVs (r,l.Y✓ l The Commonwealth of MassachusettsPrtnt Form• Department of Industrial Accidents Office of Investigations .1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information I I Please Print.Le ibl Narne (Business/Organizati on/Ind ividuaal): Ix a Address: la City/State/Zip:_ V Ili IM p' Phone #: j2W— 1 ' - . IZ Are you an employer? Check t1le appropriate box: Type of.project(required): 1.Nq I am a employer with �� 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers" q ❑ Building addition [No workers' comp. insurance comp. insurance.t 5. We are a corporation and its 10.❑ Electrical repairs or additions required.] ❑ P 3.❑ 1 am a homeowner doing all work officers have exercised their, 11.❑ Plumbing repairs or additions myself. No workers' com right of exemption per MGL Y [ P 12.❑ Roof rerp'a/q�� insurance required.] t c. 152, §1(4), and we have no 13.� Other W� �I Zf 7G� employees. [No workers' comp. insurance required.] 'Any applicant that checks box#a 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. Ifthe sub-contractors have employees,they must provide their workers'comp.policy number. I ant are 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. #: WCA ooz5 2&5 of Expiration Date: Job Site Address: ��V(/ t L� m City/State/Zip: Attach a copy of the workers' ompensation 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 tine 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 tine 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 D1A for insurance coverage verification. 1 do hereby cer 'viler the ainsd penalties of er'ury that the informationprovided above is true and correct. Si nature: ' Date: [i� Phone. Official use only. Do not write in this area, to be completed by city or town official. City or Town: 7 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#: A Massachusetts - Department of Public Safety' Board of Building Regulations and Standa►•ds. i Qonstrur-tion Supervisor License Licen CS 100988 HENRY CASSIDY 8 SHED ROW WEV `*ARMOUTH, MA 02673 Expiration: 11(11/2013 ('ouunissiuncr Tr#: 7620 Office of Consumer Affairs and Business Regulation _ ! 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 153567 Type: Private Corporation Expiration: 12/15/2t14 Trtt 233831 CAPE COD INSULATION, INC HENRY CASSIDY 18 REARDON CIRCLE --- SO. YARMOUTH, MA 02664 Update Address and return card.Mark reason for change. SCA 1 ij 20M-Oti/1 t Address (� Renewal n Employment Lost Card ".._� .- � � " r�/r. fnazrz.ore.uk.zr�C/e..r`E?jlz��ac/r%z�etC� License or registration valid for individul use onl a�\ Office of Consumer Affairs& Business Regulation g Y OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 1'S3567 Type: Office of Consumer Affairs and Business Regulation _- P ^expiration: 12/1`5/2014 Private Corporation 10 Park Plaza-Suite 5170 �i Boston,MA 02116 CAPE COD INSULATION INC 'HENRY CASSIDY 18 REARDON CIRCLES ; 7 SO.YARMOUTH,MA 02664 Atv l ndersecretarywitho t�tre No, I ovl) • Client#:4597 CCtNSUL ACORD,, CERTIFICATE OF LvABILITY INSURANCE OATt(MMIIWIY,yyj - THIS CERTIFICAI-E IS ISSUED AS A MATTER OF IN FOR MAI IC-N ONLY AND CONPERB NO RI(;HTg UPON TI1E CERTIFICATE HOLDC1RAllQS' CERTIFICATE DOES NO7'AFFIRMAl7VELY OR NEGATIVF,LY ANIVAD,EXTEND OR ALTER THE COVERAGE AFFORDED BY TI-IG PgLICIES kskL.OW,THIS CERTIFICATE OF INSURANCE DOES NOT CONS'I rl U'rF.A CDNI"RACY BETWEEN THE I;yUING INSURF=;I l(S),AUl'FI0 CELI REPRESL:NTA'I'IVE OR F'f1O0LJCER, AND THk;CERTIFICATE i(oi-L)ER. IMPORTANT:Ir tho cerlifir ata huldur is an AbD1T1[1NAL INSUkCO-,ulr ,Ulicy(ies)must be eHdoW� c7j Ir SUBROGATION IS WAIVCD subtuLt w 4hC tVlllly Ullll cul{(N tI U11S Gt tI1C[JUIICJ/,Ctl119lr1 1)0I1cl"WAY I-vil-an gridur4tmikIIIL A 0410111tN1 on this Certll'ICH(tq(10( f IIUI C(II11Cf rl(Illls(i1(IIC l ertlllc�ltr iNJldar ill Nlal ctl'such tllldul5vnlerl((s). RugCr:i e lirey 111m. -SO. oul-luts NAME:_ Mal' aret YULHI(I 4j4 Rullt0'I34 PHONE 508-760-4602 E"hfAIL --�--'--_ _.. $bulb Ounnla, MA 021;iG0.1GG'I ADDRFS4 UH JJIT 791i0 INrIURMH(II)AFFONOINUCOVI:NAGE anlea .... _.._. . wow+ERA;Pel:rlass Insurance Cape Cod Insulation {nc INSUPERD:Evanston Insuranco Comp;rny --- -- __-- +ISS Y'aimoutt, Rua(1 NsuRERc: antic Chal-ter Insurrincr ..._ r ... Iiycullli�, MA D2G01 INsuReleDw ornlnercelnruranceCumNany 347,r1 IN5URER E: - f� C I:RFIFIC.AI L NUMBER: REVISION NUIVfUL R NU Ir1 I c) L.t hJ If 1 T IiA C I FlF' NOL.ICIr.S Ur wbIJRANGt3 LIST En hu- 4Y rIAYE BEEN ISSUEQ TO"rHE INSURED IJAMLU ABOVE FOR'rFlk I'i)LICl'P[:.FtIU[l nv[d �IL;L, NOIWIII-lS1ANDING ANY RtQUIREMENT, IERNI OR CONI ITIONOF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT' "To WHICH nuS a:K'fIFIi;AiG. MAY BE ISSUED OR MAY PERTAIN. THE INSURANCt.. 11N1-OKOEO BY ThE POLICIES DESCRIBED HEREIN IS SUl1JEG'r TO ALE. THE TLtiMS, ,rMAO SIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN h'I.Y HAV9 DEER RLDUCEQ BY PAID CLAIMS. AQOLSUBR I'YYF OF INSURANCE POLICY EFF POLICY tl(r+ POLIcv NUin��fi MMIDOJYM mmeryYYYY1 LIMIYG--`_—_....—_... A GENL"(-LIABILITY CBP6263063 - - 410112012 041011201' tAcrl aCCLlltRtnlrt Y'1 UUU 000 X CQMNItRCIAL GL-NtfRAL LIABILITY r ( rITI o � �P�k11s4 nca) 11uu�ull ,_I CLAIMS MACE [ ^I OCCUR - --- - NIEI)rxN(Any on1)uuroon) $5,000 — ..._.-....------_..------- -- PERSGNAL 6 ADV INJURY _ y 1 000 000 GENERALAQ(1Rt;(1Al $2,00ll,000 _ (,LN L Ai;uHti.Wn'rk LIMIT APPL16i21 PkR: -_---...---- _ -.I♦UL.IC,i I I t+f{(} I`A0OUOTS-GOMPIGI"AGG y 2 Ur Ull Ouo -- 11-E Lai: O AUTONIQUIL.k LIABILITY 12MMBCKVNJy\ 4I0112012 04101/201' OM6111 I INGL'C1-1N111'__ - Alvr 00DILY INJURY(Pu 1 ) t ALL()Y4 Nit.D AUTOS - AUTOS BODILY INJURY(Pa,IA.:itlonl) S x raHk0AU'fOs X NON-OWNED PROPERTY`�ANIACIh --"-- _"_ --- AUTOS 'H X UmRELLA LIAR -----'--- - __ Occur, XONJ45351% 4101/2012 U4)01/201' F_ACIiOCCURfikNCl : 1 000 ON ................._.._...._-.___.._._..... - CLAIMS-MAUk UUU UPU _ --"—'—"--" AGGRECAI"k rnL X ru:1r.NNON IUGOI_l^ _ _L _ ---- WolvhtRp r UhIMBNtJA11ON _ -" AtvUtMI+LOY-EFL,K'LIAUILIfY 613U/2012 06130/2091 X WGSTri7D I IOTII� AN)'1,ROUR161 eN�41Pp/a1 L / Kt 4UTIV YY I N 4I [CERAIF4l4BktZ 6)((`.l- I) 11 I N 1 A C.L.CA00 AC0I0KN'I 1 Ot)0 11(1C y,u NNH) L 4 yuu,odnml.mulo, E.L.DISCASC-CA CINPLOY6Ls t)ESCNIPTION OF OPLiIlP,TION5 Uoluw —^ -_ C.L.OISCASIZ 0LICl'UMkT I I UC L'fi1PIlUN lJl'OPL-RAr10NS 1 LOCA11ION.S f VEHICLES(AUaah ACORU 1u1 Addltlnu�i nu wits 4Chpuuld,II IpPN dpgC4ld fdlluhd(lJ "Worker's C0411p Infc)rrnatioll I1l(=41(i1AI Offices 01'Propriators Cortitica[e{IoldCr is in(;lUded as an additional insul'ad U11durGunaral Liability Wholl raglllred by Written contract or a reenlent. CERTIFICAI E.'HOl 1)LR CANCELLATION Cape Cud hitiu►ation,lnc SHOULD ANY OF THEABOV6 UESCRIBEO POLICIES UE CANGkI..LGtI HIzFQRI THE EXPIRATION DATE THEREOF, NOTICE WILL NE DELIVEkEU IN ACCORDANCE WITH THE POLICY PROVISIONtr. AUrNURIZl)REPRES6NIATIVB ere 618Q -2010 ACORD COF[POIIA I"ION,All rlyhf J r4eal�ud. ALUHu 1,(,U1U/Uy) 1 of 1 file ACORD Nyme and logo Llru roglstoroll marks OACORD ffS83d40IM83ti�It1 MkY OWNER AUTHORIZATION FORM a (Owner's. me) owner of the property located at (Property Address) (Property Address) ' herccr e zeY L (Subcontractor an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's Signature Date D DEC: 1 1. 201 ' '' CAPE CO INSULATION 20113 FE8 15 P 1 2: 43 EN" 114AR OSASf SSAAII[SS SPRAT IOMI 7YSp[NDlO RASSS 4YSTlgf INSYIAiION C1LLWOi 1-800-696-6611 DIVISION Town of Barnstable o< Z�tS/13 Regulatory Services Building Division 200 Main St Hyannis, A 02601 Date: Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed& completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by,a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. Property Owner,,;;, Property! Address Village M. Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings ( ) ( ( ( �) ( )' oo Slopes ?� ) ( • ) ( .. ._) ,..; 1 ( ) ( ) Floors `('S Walls Sincerely , P He y E C sidy"J , President .. , Cape Cod nsulation, Inc. q TTOWItOF BARNSTABLE BUILDING PERMIT APPLICATION Map Z 9 R rce © Permit# Health Division T0���e 3.E - Date Issued _ — (J , ,3 BAD LE 1 1 sF:7.3 3 " Conservation Division �h l3 rQe cv�� o Z. Application Fee 11 501 �D Aft 9: 2 8 Tax Collector. IG — L /a� Permit Fee , Treasurer L I y Planning Dept. • - Di•VISION . • Date Definitive Plan Approved by Planning Board ` Historic-OKH Preservation/Hyannis Project Street Address Village CLr\-ktcv-t Owner oLx Address Telephone Permit Request (ovie—, '5t f N s >� Square feet: 1 st floor: existing�� proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation v Construction Type 6O Lot Size C�a a.L_ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 0 Historic House: ❑Yes XNo On Old King's Highway: ❑Yes *'*No Basement Type: ❑Full Xcrawl ❑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. O First Floor Room Count Heat Type and Fuel: ❑Gas XOil ❑Electric ❑Other ,Central Air: ❑Yes )(No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:Wexisting ❑new size Pool: 0 existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: - Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFOORMATION Name 1_�SSc_ orcnrv101L�lu%-� elephone Number �� LA 2 , _Z? Address NDII:Ccense# ®M2 ® avV1—t Improvement Contractor# '01 WgriV gs flompensation# 01-WC, �aZ�6765 ALL CONSTRUCTION DEBRIS RESULTING FRON�TkIS f fi0ffiT WILL B TAKEN TO SIGNATURE DATE JZLI 0 f FOR OFFICIAL USE ONLY PERMIT NO. , DATE,ISSUED 1. MAP PIPARCEL NO. - - ADDRESS / VILLAGE OWNER , DATE OF INSPECTION: Y FOUNDATION , 4-G3 '�. FRAME � _[ INSULATION 'R FIREPLACE ELECTRICAL: ROUGH FINAL . 7 PLUMBING: ROUGH FINAL , GAS: ROUGH - FINAL r FINAL BUILDING B ~^ DATE CLOSED OUT "' y ASSOCIATION PLANNO. ; zsa CM K Appendbc J Table J3-2.1b(contiaaed) prescriptrye Packages for One and Two-Family Rzzldeatial Eaildings flea"with Feasil Fuel MINIMUM MAXIMUM =U-vLluaIR-Valuj� all Floor [7R asemcst Slab Heating/Cooling C11�g perimeter Equipment EEcieney' Areal(Y.) alue' R-emu°! wa R-value� Package 57ol to 6500 Heating Degrse Days Natuial 6 Q 12% 0.40. t 38 13 19;1 10 6 Normal R 12% 0.52 30 19 19 10 85 AFUE 6 g 12% 0.50 38 13 19 IO N/A, Normal T 15% 036 38 I3 � N/A Normal 0.46 38 19 19 I0 6 U I S'/a N/A 93 AFUE y 15% 0.44 38 13 25 N/A 6 85 AFUE q� 15% 0.52 30 19 19 10 13 25 N/A NIA Normal X ISY. 03Z 38 N/A Normal y 19% 0.42 38 t9 25 N/ARE 6 90 AFUE y 18% 0.42 38 13 19 10 6 9t).AFUE AA IS'/. 0.50 ]0 19 14 IO 1. ADDRESS OF PROP ERTY' R WALLS FOOTAGE OF ALL EXTERIOR 2 �d 2. SQUARE � 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(93 DIVIDED BY 92): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: N0: q-fonts-I9 80303 a 780 CMR Appendix J Footnotes o Table J8.2.Ib: lass doors, skylights, and Glazing . � is the ratio of the area of the glazing assemblies (including sliding-g basement win ws if located in walls that enclose conditioned space, but excluding oem a doors) to the gross wall area, expressed a percentage. Up to 1%.of the total glazing area may be excludedthe U-value requirement. For example, 3 � decorative glass may be excluded from a building design with.3 0 ft=of glazing area. After January' 1, 19 9, glazing U-values must be tested and documented by the anufacturer in accordance with the National Fenestrate Rating Council (NFRC) test procedure, or taken fro Table 11.5.3a. U-values are for whole units: center-of--gI U-values cannot be used. S The ceUing.R-values do n assume a raised or oversized truss constructi . If the insulation achieves the full insulation.thickness over the tenor walls without compression, R-30 ' ulation may be substituted for R-38 d for R-49 insulation. Cei g R-values represent the sum of cavity insulation and R-38 insulation in be substitute insulation plus insulating sheathing if used). For ventilated ceilings, ins ating sheathing must be placed between the conditioned space and the ventilat portion of the roof. Do not include `Wall R values represent the sum.of wall cavity insulation plus ' elating sheathing ('if used). exterior siding, structural sheathing, and tenor drywall. For exampl , an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavi insulation plus R-6 ins lating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry, log wall constructions,b do not apply to metal-frame construction. The floor requirements apply to floors over conditioned space (such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet th ceiling require ents. `The entire opaque portion of any individual base ent wall wi an average depth less than 50%below grade must meet the same R-value requirement as above- a walls. indows and sliding glass doors of conditioned basements must be included with the other glazing. Base ent doors must meet the door U-value requirement dt::scribed in Note b. The R-value requirements are for unheated slabs.Add dditional R-2 for heated slabs. 3 if the building utilizes electric resistance heating use c liance approach 3;4, or S. If you plan to install more than one piece of heating equipment or more than one !cc of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency require y the lected package. For Heating Degree Day requirements of the close city or to see-Table 35.2.1a NOTES: a) Glazing area and U-values are maximum ace ptable levels. In lotion R-values are minimum acceptable levels. R-value requirements are for insulation only an do not include stru feral components. b) Opaque doors in the building envelope mus have a U-value no ater than 0.35. Door U-values must be tested and documented by the manufacturer in acco dance with the NFRC t t procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass an an aggregate U-value rat' for that door is not available,include the glass area of the door with your windows d use the opaque door U-v ue to determine compliance of the door. One door may be excluded from this requir ent(i.e.,may have all-value eater than 0.35). c)If a ceiling,wall, floor,basement wall,s b-edge, or crawl space wall co anent includes two or more areas with omplies if the area-weighted ave ge R-value is greater than or equal to different insulation levels, the component R-value requirement for that compo ent. Glazing or door components co ply if the area-weighted average U- the of all windows or doors is less th or equal to the U-value requirement .35 for doors). RESIDENTIAL BUILDING PERNHT FEES APPLICATION FEE New Building Additions $50.00 �Sb Alterations/Renova ons $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= S d x.0031= r`4 6 ' plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= ' plus from below(if applicable) GARAGES.(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck �_x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) —f1✓7 Permit Fee /' T a ' f O*IME oaf• Town of Barnstable Regulatory Services BAMSrAMAM Thomas F.Geiler,Director brass. 9`b°rFa39. p`0� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied 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. , L(, Type of Work: �h �a \e_n _Estimated Cost is ,,� (00 Address of Work: S �� Owner's Name: 2 Date of Application: ulZy�� I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor N e Registration No. OR Date Owner's Name .tea The Commonwealth of Massachusetts s Department of Industrial Accidents -- = Office 81/0sesti9atioos 600 Washington Street Boston,Mass. 02111 Workers' Compensation.Insurance Affidavit �n a a _ _��Yea .. ._ i _ __ m SEE name: "1 ✓1 Y location: city_, Qi_r 1�(�i�� I't L� phone# I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this fob M. coin'an eoame .,�'�,� b rr F} e. , bpi Eti s s }> r }rg as✓ K VF •k .€ xc�a �, r' i a'fisayy1�� #ys ^w R 4 r+a .t s G €� x°a5 �" ✓ry L�S' address s r sX be 7fk %a e kt ' Gaw .s- >..g .C e "-t s ' `u r v axEs, 3 a w '�-'Y s,s 3+ - �'3r.'. rji • ,. i.:'.,v_. ..-- .31r"._' ; :rs.a-d 's`2 x.ti f�r"�.z.` S„, �r ,rr `% 1 yr� r w� ,: 4.- L,Fu'a nP5`4'' .+ tx:¢`e � , 3 x. ka �rs* sx� F. q i r � ,y, ? v ; -c ? Clta y a �� G hone# apz f, ^,fir, `�'. w.'M'r' i w u__ paE fi ;li1SUC8�CCCOx ` 3 I3 ° x ? OIIC #„ sit._ ��g I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices r+sw*,r ram" °" k `r'"� '�,'.s-„ �r '��¢ 3 .Y : t y s'"n gx`2"'"5, s xds# p: �-gg .. a as x 4za ,� .s corn art namer N s� SFr'fza fycHg.p*"g_ i = " 4 n tigfL 5 w Mom . >{ 2<v r yr 3N. rryP�r7a fr3,-^ ` v� 1 - txk, ,Aid ss i , 051, n r �$ d d sT4� z ar k r r Y f Pere s re a F s < c �atMIN. s. N.».*,k5kstii" �C,g• z ' 5 f O ya 1 - i a s 3 az 7 a z .N,z•'"�"� �a�Sx yr'L�`°}y�'�sF"�l ���`"�. =ti et k , � r ,X3 f ar � °"�+�Y r';¢ � "�z �7�'ar '"� L � r• �a,. ,. -?s zr+ ✓�e _ �' .�''�,Ty� ��s '�.,, � .+`,g � ¢;e[ l .�.w`g..�;' ' E. 'sN z ;G s 4t ,r � < i.try. � ..t< ,d aSi `E� ,d".`x'�` ',�q..„"�,..' �rr�C �.� `.�'s�`,` 4As J,..t � ,y � t t ;�+• s , � r 33 a +'�'"P 3tt e'd y,'�'.f ip9J'Bag s" `�'',�'� Yg �`7 s .�r. ) � S�,Y�'y a.• frf .tt raa. S 1 t 3e�� f�} z "�, ��� tr.fix' sIRSLCaRCCiC'O ��'w�s+�a^"'��' ,✓r a ��ar� a £a r p011Cl1za''� �;eE. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 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 a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi un pains and penalties of perjury that the information provided above is true and correct. Signature ► Date Print name C—Z� Phone official use only do not write in this area to be completed by city or town official city or town: permittlicense# F—Building Department ❑Licensing Board ❑check if immediate response is required []Selectmen's Office []Health Department contact person: phone#; ElOthe.r i (revised 9/95 P!A) Information and Instructions i' Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service o.another under any contract of hire, express or im lied, oral or written. An employer is defined as an indi idual, partnership, association, corporation or other gal entity, or any two or more of the foregoing engaged in a joint en t rprise, and including the legal representatives of deceased employer, or the receiver or trustee of an individual , rtnership, association or other legal entity, a ploying employees. However the owner of a dwelling house having not ore than three apartments and who reside therein, or the occupant of the dwelling house of another who employs ersons to do maintenance, con/em or repair work on such dwelling house or on the grounds or building appurtenant ereto shall not because of suyment be deemed to be an employer. MGL chapter 152 section 25 also states that a ery state or local licensi shall withhold the issuance or renewal of a license or permit to operate a b iness or to construct bn the commonwealth for any applicant who has not produced acceptable evi nce of compliance nsurance coverage required. Additionally,neither the commonwealth nor any of political subdivisenter into any contract for the performance of public work until acceptable evidence compliance wi h the insurance requirements,of this chapter have been presented to the contracting authority. APPlicants � . . , fill 'n the workers' com ensation affidavit com letel chec 'n the box that a lies to our situation and Please i p P Y� Y g PP Y supplying company names, address and phone numbers along with ace cate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for co frmation of in rance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to th city or town that t application for the permit or license is being requested, not the Department of Industrial Accide ts. Should you have a questions regarding the"law"or if you are required to obtain a workers' compensation poli y, please call the Departm t at the number listed below. City or Towns Please be sure that the affidavit is complete and printe legibly. The Department has provided a s ace at the bottom of the affidavit for you to fill out,in the event the Office f Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which wil be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrang ents have been made. The Office of Investigations would like to thank y u in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406 �oFTr+e ra,, Town of Barnstable Regulatory Services M M &UMSTABLE• 9 MASS. $, Thomas F.Geiler,Director �p s63y �0 IF039. ° Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 _ Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Se&(,\- AoA V 1-'e , as Owner of the r ro subject e � property hereby authorize (Do p—Vj y k�,��5 , �� to act on my behalf, in all matters relative to work authorio zed by this building permit application for(address of job) V100A &41: oim-u\ile Signature of Owner Date S. Print Name Y l QTORMS:O WNERPERMISS[ON • r �: ttane (O 1MUr; l � y+� �T•�yr.f p♦n(.[y f }N�y t (��' s;� \'m.9V4!,101,, I I I ya0 �C• r Y ei F'Y �'� kk���ir�"J�.��.�j�/�y1=•-�I�� N_�PI�IO����F���C ���, {t el � �ya�$/,�S�A�I�I1�57�'��!p�gk�'(J'fW����f^'�. I.� tru' ,�/l $� � •( 5 4 ?n» z Qan�l gtudigg?Ragul tioAs,aµd56an�l�r{ , MQMl -9MN4# r ►c T OR, '! fe ► -§MR "'AR0930 a i 04. s. NN ti 46 j BOISE" BC CALL®2002 DESIGN REPORT - US Thursday, May 01,200314:54 File Double 1 3/4" x 9 1/2" VERSA-LAW 3100 SP Name - J Caprio Maguire.BCC: FB03 Job Name— -,Maguire � Description - Kitchen picture window header (Address_ _ - 56 Niseneck Road-, Specifier - jc t City,State,Zip - Centerville, Ma. Designer - Joe Creighton Customer - Jesse Caprio Company - Shepley Wood Products Code reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc - Eng.Wood(508)862-6223 2 ff "x P ,.s�- :a �WrXYs � ^m'sk a1�,.a" �"fid4z 'S� � 3f �w,f:. k'�-x9 .�'°: ._? 3x`• L'",�t'z,X� ..,, ^E• m+ii 'x.. - r" M..,. BO B1 450 Ibs LL 450 Ibs LL 565 Ibs DL 565 Ibs DL Total Horizontal Length-09-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-00-00 0 PSF 0 PSF 12-00-00 100 Member Type: - Floor Beam 1 Ridge reaction Conc.Pt. Load Left 04-06-00 04-06-00 900 Ibs 596 Ibs n/a 115 Number of Spans - 1 2 Gable wall Unf.Lin. Load Left 00-00-00 09-00-00 0 PLF 50 PLF n/a 90 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 3966 ft-Ibs 24.7% @ 115% 3 1 -Internal Tributary 12-00-00 End Shear 968 Ibs 13.1% @ 115% 3 1 -Left Repetitive n/a Total Deflection U1124(0.096") 21.3% 3 1 Construction TypeU22860.047"n/a Live Deflection ( ) 15.7% 3 1 Max. Defl. 0.096"(Limit: 1") 9.6% 3 1 Live Load 0 PSF Span/Depth 11.4 1 Dead Load 0 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties - and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER®, BCI@, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation: Page 1 of I M GOOSE' BC CALL@ 2002 DESIGN REPORT - US Thursday, May 01,2003 14:54 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - J Caprio Maguire.BCC: F602 Job Name - Maguire Description - Kitchen/roof header Address - 56 Niseneck Road Specifier - jc City, State,Zip - Centerville, Ma. Designer - Joe Creighton Customer - Jesse Caprio Company Shepley Wood Products Code reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc - Eng.Wood(508)862-6223 Standard Load-25 PSF 115 PSF Tributary 03-oo-0o ax i jF 3 1 .,',. .va; rw BO B1 300 Ibs LL 300 Ibs LL 217 Ibs DL 217 Ibs DL Total Horizontal Length-08-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 08-00-00 25 PSF 15 PSF 03-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1035 ft-Ibs 7.4% @ 100% 2 1 -Internal End Shear 415 Ibs 6.5% @ 100% 2 1 -Left Slope 0/12 Total Deflection U4027(0.024") 6.0% 2 1 Tributary 03-00-00 Live Deflection U6945(0.014") 5.2% 2 1 Repetitive n/a Max. Defl. 0.024"(Limit: 1") 2.4% 2 1 Construction Type n/a Span/Depth 10.1 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND TM VERSA-STUD®,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. . Page 1 of 1 M BOISE' BC CALCO 2002 DESIGN REPORT - US Thursday, May 01,2003 14:54 File Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - J Caprio Maguire.BCC: RB01 Job Name - Maguire Description - Kitchen ridge Address - 56 Niseneck Road Specifier - jc City,State,Zip - Centerville, Ma. Designer - Joe Creighton Customer - Jesse Caprio Company - Shepley Wood Products Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Eng.Wood(508)862-6223 110 12, Standard Load-25 PSF l 15 PSF Tributary 06-00-00 ��� .4 S �� �,g l�'+< 9`N �`` �' S �'.9 c.^'1,4-' V� tle�`i :5t mA-fie Y z�•'�} BO 61 900 Ibs LL 900 Ibs LL 596 Ibs DL 596 Ibs DL ,Total Horizontal Length-12-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 25 PSF 15 PSF 06-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4488 ft-Ibs 28.0% @ 115% 2 1 -Internal End Shear 1299 Ibs 17.6% @ 115% 2 1 -Left Slope 0/12 Total Deflection U619(0.233") 29.1% 2 1 Tributary 06-00-00 Live Deflection U1029(0.14") 23.3% 2 1 Repetitive n/a Max. Defl. 0.233"(Limit: 1") 23.3% 2 1 Construction Type n/a Span/Depth 15.2 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. - Disclosure Minimum bearing length for BO is 1-1/2". . The completeness and accuracy of Minimum bearing length for 61 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI@, BC RIM BOARD rm, BC OSB RIM BOARDTM, BOISE GLULAMM VERSA-LAMO,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRANDT- VERSA-STUDO,ALLJOISTO and AJS rm are registered trademarks.of Boise Cascade Corporation. r Page 1 of 1 BOISE BC CALC@ 2002 DESIGN REPORT - US Thursday, May 01,2003 14:54 File Triple 1 3/4" x 11 7/8" VERSA-LAM@ 3100 SP Name - J Caprio Maguire.BCC: F801 Job Name - Maguire Description - Porch roof beam Address - 56 Niseneck Road Specifier - jc City,State,Zip - Centerville, Ma. Designer - Joe Creighton Customer - Jesse Caprio Company - Shepley Wood Products Code reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc - Eng.Wood(508)862-6223 Standard Load-30 PSF 120 PSF Tributary 04-00-00 w t' � 's ` 0, �� n -r. BO B1 840 Ibs LL 840 Ibs LL 683 Ibs DL 683 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-00-00 30 PSF 20 PSF 04-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 5330 ft-Ibs 16.7% @ 100% 2 1 -Internal End Shear 1307 Ibs 10.8% @ 100% 2 1 -Left Slope 0/12 Total Deflection U1309(0.128") 18.3% 2 1 Tributary 04-00-00 Live Deflection U2373(0.071") 15.2% 2 1 Repetitive n/a Max. Defl. 0.128"(Limit: 1") 12.8% 2 1 Construction Type n/a Span/Depth 14.1 1 Live Load 30 PSF Dead Load 20 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIG, BC RIM BOARDTm, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE BC CALCO 2002 DESIGN REPORT - US Thursday, May 01,2003 14:54 File Double 1 3/4" x 11 7/8" VERSA-LAM@) 2900 SP Name - J Caprio Maguire.BCC: FB04 Job Name - Maguire Description - Main gable support beam Address - 56 Niseneck Road Specifier - jc City, State,Zip - Centerville, Ma. Designer - Joe Creighton Customer - Jesse Caprio Company Shepley Wood Products Code reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc - Eng.Wood(508)862-6223 y BO 61 195 Ibs LL 705 Ibs LL 838 Ibs DL 1177 Ibs DL Total Horizontal Length-18-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 18-06-00 0 PSF 0 PSF 12-00-00 100 Member Type: - Floor Beam 1 Ridge reaction Conc.Pt. Load Right 04-00-00 04-00-00 900 Ibs 596 Ibs n/a 115 Number of Spans - 1 2 Gable left Trapezoidal Left 00-00-00 0 PLF 30 PLF n/a 90 Left Cantilever - No 2 Gable left Trapezoidal Left 09-03-00 O PLF 100 PLF n/a 90 Right Cantilever - No 3 Gable right Trapezoidal Left 09-03-00 0 PLF 100 PLF n/a 115 3 Gable right Trapezoidal Left 18-06-00 0 PLF 30 PLF n/a 115 Slope 0/12 Tributary 12-00-00 Controls Summary Repetitive n/a Control Type Value %Allowable Duration Loadcase Span Location Construction Type n/a Moment 7277 ft-Ibs 31.8% @ 115% 3 1 -Internal End Shear 1837 Ibs 19.9% @ 115% 3 1 -Right Live Load 0 PSF Total Deflection U496(0.447") 48.4% 3 1 Dead Load 0 PSF Live Deflection U1718(0.129") 20.9% 3 1 Part Load 0 PSF Max. Defl. 0.447"(Limit: 1") 44.7% 3 1 Duration 100 Span/Depth 18.7 1 Disclosure The completeness and accuracy of NOTES: the input must be verified by anyone Design meets Code minimum(U240)Total load deflection criteria. who would rely on the output as Design meets Code minimum(U360)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(1")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-1/2". above is based upon building Minimum bearing length for 61 is 1-1/2". code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERS, BCI@, BC RIM BOARD M, BC OSB RIM BOARD M, BOISE GLULAMTM VERSA-LAMS,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRAND TM, , VERSA-STUDS,ALLJOISTS and AJS'rm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 The Town of Barnstable M SARNSTABLL Department of Health Safety and Environmental Services . MASS. a AEG M Building Division 367 Main Street,Hyannis,MA 02601 ce: 508-862-4038 , 508-790-6230 PLAN REVIEW Owner: M\G ►R . Map/Parcel: �.�0 2 J Project Address:4 (o e_ Builder:l�1� C.ao4_ 201 t c'e y S The following items were noted on reviewing: r rn Qr 2� Uv', 1,40 �A 3 S+ r 12 LA UY.C, V-14a -Q (Coy C-CJ L a T CA n S Y .� V Reviewed by: f Date: " (2� Assessor's office (1st floor); 1 GINEER MUST SL,I'EP'VISE Assessor's map and lot number ..... .`33..Do?5..:�"�• DESIGNING EN CEFITIFY tf1 F?Mgrod I LATION AN �, Board,of Health,(3rd floor): _ I' TF ' d ;�� WAS INSTALLED v„ Sewage Permit number ...... ....- �Q.—�.. ;1: PLAN.TO Z BAflII9TSDLE, i Engineering'Department (3rd flooi); i�Sr 'o NAB& S� 163 Housenumber ...........................:.................................. o�aY a�0 0 Definitive Plan-,Approved by Planning Board -----------------------------------19__S—FPTIC! SYST .� k0,I1(4`„' 9 5 rys . • L APPLICATIONS PROCESSED ,8:30 9:30 A.M. and 1:00-2:00 P.M. only A P P.R Q V >: N• RAN,.'O F, BARN,. B L E pig e C nservatioa Is -� L D I H G i H S PeT � � . u�... �f.�od Da ' 4.44./C� �iah.....G ... APPLICATION FOR PERMIT TO . ... .........:..................... TYPE OF CONSTRUCTION 8 ..:. we......:.............:........................... .. ' r ..... 1.7...�., TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following informafion: Location .. irO.....EJy'. .... .f�. S... 0 C ../ 0�....... (.�f7Prl�l�(.C�....... .f�'....Q4 '�.................................... U �...: j ...............................................................::..Proposed Use. .....r@ 1 �. �'�,/;.... of lr'Gf .�. ........................................... �.......... / �F/�/, . ZoningDistrict y!'1 �. .....................................:..Fire District ...��' X'�/'!f%.��....:'.....,5 ...... Name of Ov�ner Address - r Name of Builde .. ..... ,Address � .,h�o��—Ln,r ,� #%4 �Olr/�'e Address 9. .py.� Name of Architect l . .r�CYI....Y[!• ......... ......�f................... </� s Pr? ...A9�!�.J..fy.M..dlEh7I�/�d Number of Rooms .....7........................................................:....Foundation ..... Ex1e for ...c �.li / $..........................'..................................Roofing ..�L✓� .... � ��1'j�5.......:::........................... .'. Floors ................:.......................... .........Interior ...6G/./.4.. 4f/ .)-L- ..c:..................... . ................. i �aflS�`if1��..3 Heating wT g :...�� .. ���.'. Q�/. 5...:....... £M�V Fireplace ., Q . .. .........................................................Approximate Cost ...... Q. .� Area /sD..a...�s 4OV:e....�.�..�� ... Ila- Dia ram of Lot and Building with Dim ensions Fee. ����'�.•••.....................:. 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. iName ., . .............../... .... Construction Supervisor's License .................................... MAGUIRE, SEAN '& GAIL No ..32.4.12... Permit for ku'-, ....EingLe...F.a mid y,.'AWs�J..�.ng........._ � Location y..56Tes e k Road...��, ..... ..... . .. ......... r x' Centerville In Owner ......:Sean &"Gail 'Maguire .1.................. x ......... ..� Type of .Construction Frame ............ Plot ............................... "Lot ....... ''�.. ........ n �. Permit Granted Ndvember, 4 ,'� 1.9 88 } Date of Inspection ............. ......................1.90 { ` Date Completed r- .,) . . % 1 ✓ tt fit• ir 14 t • 4 µ t TOWN 01:' 1SARNSTAB. LL . 4, i• BUILDING DEPARTMENT 1 HOMEOWNER LICENSE EXEMPTION PIease print. DAT F .�MQ�'� 'i JDB z. LOCATIONum w� Suers ems' t tc HOMEOWNER" S� ress .ectIon o 77ton r�dt z a FRESENT ome LING ADDRESS ire ork p on6,57 1 MAT YX . 1 "f1-�:.# t�.� ':�,;+ ���21 N�q?7 Y.�FJSd�i.tr+a3.?..,•I Ity wn t t �' : -., }rr5l #1 The currdnt a e exemption f 1P 'co e � r. dwellings. of.six. °r homeowners" was extended to include own t rfr� ;3 Y� ltt�o ffi# lvl ua units or ess 'an y;, for hire who does not. t0 allow such homeowners to.engage�anUpneo acts as supervisor, possess a license ,.._.,., (State Buildin provided that } :DEFINITION 9 Code Section the owner. ' Jerson s' OF HOMEOWNER: 7. � ) who owns :side, on -which a Parcel of land on which he/she resides attached there is, or is intended to be, a ones or detached structures accessory to es or intend A person who constructs more than o t0 six famil to re 4 considered such use and/or : Y dwel 1 i,no, 45 on a• a homeowner, Such '� one home in a two / farm sLructures form Yea r for all suchcworkble to the Buiidmn°wner" shall submit t0period shal.l. iiot ba g Official the Buildin Performed under the bui-ldin' that he/she shall be 'reS�onlcl"zi' rW :The undersigned " 9 Permi P s l b, Buildin homeowner" ectlon 9 Code and other a assumes responsibility =� > a applicable codes for compliance wit;, the S�a�e 4 'The undersigned "homeowner" by-laws, rules and re t Barnstable gUldtiOnS.. ` •• Buildin certifies that h ;and that he/she W. DePertment, minimum e�she understands the Tow 111 comply with mumsai inspection procedures n of procedureS and re and requirements -HOMEOWNER' quirements: t S SIGNATURE APPROVAL OF BUILDING OFFI Note: ' Three famil to compl Y with State dwell - Ply 35,000 cubic fee ding Code Section t> or lar , J27.0 9er, will be required Construction control HOM-OWNER 'S [XEMPTION The Code state that : Permit <1 'Any Home Owner per'forrn i n Is required shall (section 10g, 1 1 _ be exempt from 9 work for which al building Home Owner en gag' bicensing of Construction the Provisions of this se Owner shall 9 gas a Parson(s) for hire to do lsors) ;.act as supervisor . ° 'provlded.:chat °`1'f a such..:work, that such Home.0:iinerj `.Many Home Owners who the responsibllltleSuse this exemption are f Or. LIcensI Of a supervisor unaware that the 9 Construction Su (See Appendix p� y are ��assumin�often re$Ults in serious Supervisors, Rules and Regulations Unilcensed problems, Sectlori 2.1.5) .• . This r Problems particularly when acl' °f awareness � oR unlicensed In' this case the Person as It would with licensed SBoard Home Owner, h'Ires ,��s . ;.as. supervlsor Is ultimate) cannot proceed a .• pervisor.. Ho98Lnst the f 3Yz Y responslble. The me Owner a L"n To ensure that qt: g :, communit'les. re the Home Owner is f Certifyquire ally aware of his/ responslbllit that he/she as part. 'of the permit last understands application, that. _, ies, �many� i; page of .this I the responsibilities of the;.Home? care to amend Issue Is a form a ,supervisor Owner,•,~ - and adopt such currently used b On `the� a form/certiff Y several -towns...: f ►j . cat Ion for use In Yoit ..may Y comrnttn I y. fr k •-Lc, x� 71 . - b 47, %0C ' 6F ov NA P � a -N T:-1'� ',77L� :,.�%.�E':, y-,-. -,�F-.. :.. 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LOCATION MAP NTS ' i #7 3 ASSESSORS MAP 233 PARCEL 25 f. + 37, 36 0o YARD SETBACKS: so• o� FRONT - 30' ------------ SIDE - 10' EXISTING LEACH FACILITY AREA h I �'1'D ~'� -; + 5.3 REAR = 10' 4 + 4�.6 LO 1 p� 3 5 FLOOD ZONE: C ' -+i- 4 .9 EXISTING \ 0 6 i 4,24 SF HOUSE \ EXISTING ` + 3t3 6' 46.7 - - + 3$.7 \ DWOOD ^ + 2 BEARSE POND ECK I 14" EECH 1 "' j i '• BE CH f ^� PROP/RO+K DECKF-7-` I r� ` ce)44.7 � 140 RET/WALLS r 5.4 7" �PA �16" BE H I 5 rrr PROP. ` 41 1 J PARKING EXIST. �4�.1 39.0 _ (GRAVEL) GARAGE `3� 1 j 2. 1 N T E S ` rJ, RUC \ - _J t UTILITY ti p / (REMOVE) R TILIT 1 s.7' ROLE f 2" ECH POLE � A -- �. + 47.5 tk 6 2 OA �`�' � �4 � DATUM IS BASED ON 'WEQUAOUET LAKE DATUM SYSTEM 4.8 4.1 � V "' (12 SF INTO 50' SUFFER) + 4.8 2. ALL rCC)CiF hL�1� Vt o` I U fJL UiKr.L I7 �) :0 L7h; t V'J �t_' it = SPRU STONE TRENCHES / 46 \ 1 BEECH �9 _ + 2 �-E 5 38P�� 5 � - {- EXIST. DIRT DRIVEWAY �. -- - + SHED+ 9.4 Gp� 44.:. s.. �� 9.3 + 44.3�44�� - -- - _�_� 5 / -WELL HOUSE 39.3 + 40.3 \ ` + 45 ,E - IL C� , 45 ) \ 37.2 C� #2 � q 38.4 + 35.1 0 '� PROP. GARAGE PROP. WORK flgT�D LIMIT SLAB AT EL, 45.0' + 144, + 35.3 STAKEDNE OF \ 4 1 WALK OUT ELEV. 0 38.5'f `* � tt � b Q' 36.8 HAYBALES & . 38.5 �� M #1 SILTFENCE + 36 + 38. \ T��o LOT 4 % ,"TE PLAN + 37.4 3 9.0 OF 56 N YE ' S NECK ROAD IN THE TOWN OF: ( CENTERVILLE ) BARNSTABLE PREPARED FOR: SEAN & GAIL MAGUIRE 20 0 20 40 60 Feet BOARD OF HEALTH AI PROVED DATE MA SCALE: 1" = 20' DATE: JUNE 5, 2002 REV. 7/9/02 (PARK.) off 5N-362-4541 • fax SOQ 362-9880 _ _ I ��`EN OF 12 sf down cape engineering, inc. �� ARNE H. T OJALA I • „ CIVIL ENGINEERS Q Po 2614A ` LAND SURVEYORS �_ 01 -096 939 vain st. yarr�outh, rya 02675 ARNE H. OJALA, P.E., P.L.S. DATE