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Home My WebLink About0080 OCEAN VIEW AVENUE'6 i I o - I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 � Map Parcel Application # . I Health Division Date Issued '�-(91t Conservation Division�' Application Fee _ Planning Dept. Permit Fee (5D { Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �� Village / A44- Qab'5s Owner ad"-rd e�<74!!25 i & Address Telephone Permit Request 5G l-c'a�GQ1 ✓ Square feet: 1 st floor: existin#1 proposed ?-15 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuationt��'Irl-6 Construction Type /� 1091-y Sz , Lot Size a Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) ; Age of Existing Structure lSr Historic House: ❑Yes 4No On Old King'dfRi 06way: `❑Yes No Ln Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) ``✓ _' Number of Baths: Full: existing new Half: existing Number of Bedrooms: / existing _new �� Total Room Count (not including baths): existing ✓ new First Floor Room Count Y Heat Type and Fue Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Flo Fireplaces: Existing New Existing wood/coal stove(. Yes �INo 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 � I Telephone Number 7- 2l Address es °aw l` 16 License # �� ✓1'I�F Home Improvement Contractor# /2-D?6 Z- Email f �C �� f . y7�" Worker's Compensation # 7y2-32W,�)zll'� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION hl!5�vie �oY/rS' jZ- ,° . FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE.CLOSED OUT ASSOCIATION PLAN NO. } t r.i N W o S 76 2-4 N 04 - o� 5.7' j3 9�, N 85 20'40" E ci S 81 43 ,� 30.o' o � ?? 's.3' 35.93' 25 E- �� 15.8' 11 4, `(j / 17,2•1 . ,�S ed Poo 19 eck o' N I • 34.1 !I II 30.6' O �O Lots 6,9 & 12 1 .s Exist. N c , o D wq. I�' / 34,516f S.F. h 80'. I I Q / Q Sct Porch I 1 ` I `D o l Setback/ Requirements 49.3' I I 0. 16.0' — -L-30.4' \J d 12.0` 1 O Pro 24 .3 P• Exist. / Q 0 ,. Gar. N Barn p o N 86 0 L N / �• 518 w ,l 0.6'2 >>2 . � 1rri Sa � 36 40„ , 15.0' ,� STREET ADDRESS: #80 OCEAN VIEW AVE., COTUIT ASSESSORS MAP 34 PARCEL 53 OWNER: EDWARD R. & BARBARA D. GARGIULO, TRS. 80 OCEAN VIEW AVENUE REALTY TRUST DEED REF.: CTF #186034 TOWN OF BARNSTABLE ZONING PLAN REF.: L.C.C. 9216 D,E,F LOTS 6,9,12 BY—LAW ZONE RF / CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS : KNOWLEDGE, INFORMAT70N AND BELIEF THE DWELLING FRONT = 30' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE = 15' OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. REAR = 15' PROPERTY LINES SHOWN HEREON pfMA WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED TERRY ON THE GROUND. WARNER N No.38721 ff PL 0 T PLAN THE DWELLING DEPICTED ON THIS SHOWING PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUN /N BY SURVEY ON SEPT. 26, 2014 AND c� EXISTS AS SHOWN AS OF THE DATE BARNSTABLE, MASS. OF LOCATION. SCALE.- 1"=40' OCT. 6, 2014 Rev. Dec. 15, 2014 THIS PLAN /S FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR ESTABLISHING PROPERTY LINES. (508) 432-8309 THIS PLAN /S VOID /F NOT STAMPED AND SIGNED /N RED. 0 20 40 80 PROJECT NO. 14-272 �' T its� Q�a•�.�ia.�scFr..�tr�� 0 WmbiVtow S6 e t -ffvsueHA 02M • rvea�w r ,�a�i�ia ' Wca-ke&Cwnpausithm nsmranceA�aw Exu dersf crr�t�a rslD 6cfti an&OmmbPzs Names yr`sta :: Ca7 fJ2 6C � �67 Are yEm six mgJnyer?i Irwk93o Nypmpxiate ba= Is,xa rix,f.�r-6srZ - I am a emplogei vn&t 4- ❑ 6 New =plaYees(full mWbrpazt-fine-* fr i ffie�xs 7 El I am a sole prop�ar orparhxr- fisted on fhe attached s 7- ❑ g ship m i hat-e no employees These�zg bave g ❑Ikmulitiocz wud ing forme m any capa ly_ empingem and ha'M workers' _ addsfiOtt awaz 'Come rfle COMP-Fm-uraaMI ❑Bur�dmg �1 5- ❑.[fie area corporali onmdits. I0 D.�Ie�calrepa�ca addifians 3_❑ I am a homwrrrer daring all wuA,- s hmm eat wi sed ffieFr 11D Piambmg repaim or addificus, [Nq wOdMrk'M33P_ ofesempiio�pe�D�fC$. i suravcH F c-15Z§I(4,aadwehas�ua L2 Q�tnafregasrs dI. r ❑Qffier f MTtt1�HPCTTTance_i T3in� . '''Atiy:�gffiaSche�sbazvlmmsislsofiIlontfl�secfrnahe�los��S�aczm5ffira'wa3cr�s'm�eassiiaupvTic�-S - # .�e�o ssbs�3iiss�d.-� •�g:;�damg_7Ir.� *•azt�*+*eneam�ctusmmsisnSxistsar�saf�inm�at�saeh. s Est cI>ec�this bmc must stfached xIl xnditi�anaI sit shti�g the ns@e of Hie sir-ems�m3siatairhether ticnatSHssg fi.:� lam am$mF`�thntisgrat�arg markers'can iiiszarirgce far myetrp[vyas� 3�ebary is fhaga&c}�archjofi zt�ar�mtian. .. - Issurksoe caMPaaYr=e: � r� c� �L.S' F�gara&ou hate: -S .rob Site AM4�- .. � ��:��I CityfSbff&Zip_ Cam, AttACh,a copy of the VMrkrre compensafian polrey declasaiioa Isage.(showing the PoBcy=Mher and ration rite): Faz-lum.to,secum co me es xi m�iuu3er SecfsbhL SA ofMGL c 152 can lead to the iwposif=of-crimioai Pmallies of a eio.$J-50G-OD anUor gae-yeariml as well as c ivil pessssalii�M die f of fin a STOP WORK t� �$and a fine _af.up to,$250-00 a day against file violator. Be advised bat a copy of fhis stdment maybe dad tu the Office of T$resEga ons of ffie DR for fi,r,=cuveniP I.s€a and "s g urFfitattheu�fvrnc�ianpravir€edcibe :isbueafftdcorrect Qfficuc£ASe Mb% Do not Wrar if,€dS areg,,ku bs cample#ed by cffy or fawn a f'crn£ Cify or Towm Pere Trensse 9 Esuin.g Au iarity(dx cIe oney- . L Board-of$ezhh 2.$mx-tding Zlq!ad=cmt I atyffawn O=k 4.IIe hical Easpector S.Pt =±&g Emgector f% Othfx Cantact F=an: g`hane 9z CERTIFICATE OF LIABILITY INSURANCE °ATewwM YM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the Policy(ies)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 endorsemen s. PRODUCER CONTACr- German Ageruy Nast: PHONE 908 Main StreetNo. • 508 28-9194 IAIC No: 5W 28-3068 Ostervilie,MA 02655 lasse INSURE S AFFORDING COVERAGE NAIC A INSURED INSURER A: Peter D Field INSURERS: Peter D Field Building&Restoration INSURER C: PO Box 16 INSURER D:AIM Mutual Ins.Co. 33758 Cotuit,MA 02635 INSURER E INSUER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 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. ILTR TYPE OF INSURANCE DDL POLICY NUMBER UCY EFF PCY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAM&M TO PREMISES o ne $ MED EXP(Anyone person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO - LOC PRODUCTS-COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE UMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL O MED SCHEDULED AUTOS AUTOS BODILY INJURY(Peracciderd) $ HIREDAUTOS NO AUTOS PROPERTY DAMAGE ere i $ $ iCDED MBRELLA LIAR OCCUR EACH OCCURRENCE $ XCESS LIAR CLAIMS-MADE AGGREGATE $ RETENTION$ $ D VYORKERS COMPENSATION AWC-400-7023784-2014A 5/16/2014 5/16/2015 AND EMPLOYERS'LIABILITYANY Y/N STARTUTE OER OFFICER/MCUTI EMBER EXCLUDED? VE �NIA E.L.EACH ACCIDENT $ 100,000 (Mandatory in NH) I f yes��under EL DISEASE-EA EMPLOYE $ 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Peter D Field THE EXPIRATION DATE THEREOF, NOTICE VVILL BE DELIVERED IN Po Box 16 ACCORDANCE NTH THE POLICY PROVISIONS. CotU4 MA 02635 AUTHORIZED REPRESENTATIVE - ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I � _ Office of Consumer Affairs and Business Regulation 10 Park Plaza.- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 120362 Type: DBA Expiration: 11/30/2015 Tr0 247319 PETER FIELD BUILDING & RESTORATION PETER FIELD P. O. BOX 16 COTUIT, MA 02635 Update Address and return card.Mark reason for.change. scn i & 2oaa osn Address Renewal Employment (� Lost Card ' r"J/r��enrrrrc,rrnrrir'//r c f^!t�a:�:rasrr�n(/.� -Office of Consumer Affairs&Business Regulation License or registration valid for individui use only HOME IMPROVEMENT CONTRACTOR before the expiration date If found return to: Office of Consumer Affairs and Business Regulation Registration: 120362 Type: S �ratlon: . 1113012015 DBA lQ Park Plan-Suite 5170 j1F". ,._. Boston,MA 02116 PETER FIELD}BUILDING&RESTORATION PETER FIELD 857 MAIM ST. " COTUIT,MA 02635 U �— nderseeretary Not valid without signature PETER D FIELD = WIN PO BOX 16 r COTUIT MA 0205 f f Town of Barnstable Regulat6mSe3rvices MASMS♦ 1ARNS[A�IF� " $ Richard V scab,Director a63p ♦� ' Building-Division Tom.PeFry,F3uild'mg:Commissioner 200 Main Sheet,Hyannis,.MA U2W1 www.town.barnstable.ina.us Office: 508-862-403$ Fax: 50.8-79M230. Property Owner.Must Complete and Sign This Section If Using ABu.ilder, z r ,as Owuer,o£the subject property hereby authorize (� to act;on rhybehalf, in all matters relative to work authorzed•by this building permit application for: (Address.of Job) Pool fences and alarms are the responsibility of the applicant,;Pools are not to be filled.or utilized before fence is ins-talled.and all final, inspections are performed and,accepted. Signature of Sz tfue';of Applican Print Name Print Name Da QaOxMs:owrrtRrr•.WtssroxPoors Gargiulo/Rudnick,LLP Boston 'Cape Cod Attorneys at Law One Washington Mall,7th Floor 766 Falmouth Rd.,Unit A-6 Boston,MA 02108 Mashpee;MA 02649 Edward R.Gargiulo www.grglaw.com www.grglaw.com erg@grglaw.com t 617 742 3833 t.508 477 6400 f 617 523 7834 f 508 477 0455 Cape July 9,201.3 VIA EMAIL cashworthna,ebnorris.com o AND REGULAR MAIL w C. Ashworth c~- E.B. Norris,and Son Builders _ o 1-138 Osterville/West Barnstable Road C:) °00 Osterville, MA 02655 - -� RE: Repeated and continuing trespasses tat 80 Ocean View Avenue, Cotuit-�, w � C:) Dear.Mr. Ashworth: As a follow up to.your suggestion of-today's date to my wife that-the repeated and continual trespasses byy-your employees,-agents and.subcontractors upon-our property at 80 Ocean View Avenue, Cotuit, is ourfault in.as much as we-have a cut out accommodating our front entrance,1 have spoken with Mr. Daniel Santos at`DPW,and .asked him.for appropriatesignage. As,you`have been'informed in-the-past,my profoundly handicapped 32 year old daughter uses the front entrance as-the.main means of egress to and-from the house. You,,your,employees-and subcontractors have substantially interfered on aregular`basis with this-accessto the physical-and emotional distress of my daughter, wife and care providers that assist us with her. As recently.as this morning, a large truck backed into and damaged the supports of the telephone pole in front of my house, which I would assume has created a.deficient, if not, dangerous condition. Therefore, please take any.and all action you deem necessary.to remedy this: Also,please provide me with a list of contractors or subcontractors who.-are continuing to engage in this conduct, and I will contact them accordingly. Sincerely yours, Edward R. Garg iu ERG/mw cc: Mrs. Barbara'Gargiulo Chief Paul-MacDonald, Barnstable'Police Department JessicaRapp Grassetti, Town of Barnstable Council '`Thomas Perry, Building Commissioner, Building Department `Daniel Santos, P.E., Department of Public Works Alan J. Schlesinger, Trustee,69 Ocean View Avenue,Cotuit PAEDWARD PERSONALWIM Ltr to EB Norris 130709.doc. - TOWN! OF I3AW61ABLE 201?3 MAY -6 ^P1112* 4 A.M. 34/53-2 A.H 34154 90 S85 20'40W ti 35.93' vl I S I 0 N OR4 tvL'0 y 21 B, I 10�?4' GARAGE i PORCH GASLINE W / J V^y l / 5 33 9' � l / v 14.0' k 00 . �+ � l ` 10 �/4O' 9.01 l ` O7 p 4.O' O I / I j 52 8' 30 0' 12. 0' A.M. 34153-1 / W O o new0�� CR AREA = 34,513 SF po p o0 / off a foundation u S86 05 IB'E 1�4 30' o ti �30. 0 4a oo �O o 36•QD,� � 'A.M. 34152 AM 34151 - PREPARED FOR . t EDWARD R GARGIULO, JR #60 OCEAN VIEW AVENUE COTUIT, °MA. ASSESORS MAP. 34, LOT 53-1 FLOOD ZONE "C"_ FO UNDA TION CERTIFICATION RES ZONE. "RF" TO AN. CO T UIT SCALE-1 =4 0��.••` ��16D,E;F ELEV N/A I CERTIFY THAT THE ABOVE ,,,.•off : PAUt. aYANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON A P. 0. BOX 265 THE GROUND AS SHOWN, AND o '�. ;[NIT 1, 40B INDUSTRY ROAD ITS POSITION �Q �_____ 1 5 : MERITHEW y . CONFORM TO THE ZONING LAW ��' ARSTONS MILLS, MASS. 02648 SETBACK REQUIREMENTS OF ► `",M" fir' TEL: 4�8-0055 / or FAX 420-5553 BARNSTABLE_ ONA��,�Mt +s-- — a'et��rN J013 PA UL A. MERITHEW DATE 4116�03 NUMB�R53305FND `• f 12/ 18/03 80 Oceanview Cotu it t . two, OW IF r t *_n �1 �S s ��r STwE. Fl-}s�� 1 z)i�p3 �.. F ., '� r _ Town of BarnstablePermit: 736�7 FTHEI Regulatory Services ate: IZ/143 o Thomas F.Geller,Director !fU ee: ,STAB Building Division 9 MASS' � Tom Perry, Building Commissioner s639- ArE p rr►p'�°' 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: ,��( r Ui L Phone: Install at: I _ ►w'- Village: elwa r Map/Parcel: D 3 q — 6 r3 — 001 Date: Stove A. New/ se B. Type: . diant irculating C. Manufactu�r . o Lab.No. - D. Model No.: Chimney A. New/Existing (If existing,please note date of last cleaning B. Flue Size C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined _ Hearth A. Materials: 0 B. Sub Floor Construction: 'Installer Name: 'A o t'S t .Address: ,ra✓1��L. � o- Phone: - Location of Installation: PQ (16P)PAVD APPROVED BY: a . please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map' "Parcel ` Permit# C9 (9 Health Division �� Date Issued 6 2 Conservation Division � Fee Tax Collector - -- -�0� `03 •`l- 45 l / •-- SEPTICYSTEM MUST BE Treasurer INSTALLED IN COIIPUANCE Planning Dept. :#7 r - WITH TITLE 5 ENVIRONUENTAL CODE AM f Date Definitive Plan Approved by Planning Board, TOWN REGULA,''IONS Historic-OKH Preservation/Hyannis .Project Street Address <61) ��6CG?9'kj y/ ' C:3 �' n Village -(W Z U/I— 'Owner {&DMD5 7J, Address -�� ev) CD Telephone =X Permit Request Z Xz Z Square feet: 1 st floor: existing proposed 2nd floor:existing proposed tWO Total new Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type a%ZriD Lot Size -�. Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No . On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing — new -- Number of Bedrooms: existing new' Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing. New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing l d new. .siz 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 XNo If yes, site plan review# Current Use Proposed Use t BUILDER INFORMATION Name (�� /l9Zi/ /.c/D S Telephone Number sm 4?24o��7 Address /.-� T�h3�i/�L�i/� �it� License# Home Improvement Contractor# Z4j 6 4 Worker's Compensation# G(Il' (�S7. 7 ALL CONSTRUCT N DEBRIS RESU G FROM THIS PROJECT WILL BE TAKEN TO l / SIGNATURE DATE FOR OFFICIAL USE ONLY - lot xz PERMIT NO. TE ISSUED - AP/PARCEL NO. ' ADDRESS VILLAGE _ - OWNER DATE OF INSPECTION:, , -- - FOUNDATION FRAM` Ok 7 0 k : INSUL ION 6,7-N5k FIREPLACE _ # tih ELECTRICAL: ROUGH _ . FINAL _ PLUMBING: ROUGAr t s R� ^� FINAL 'y GAS: ' ROUGI rI `��' i FINAL - FINAL BUILDING ; l tt3 C DATE CLOSED OUT' .f ASSOCIATION PLAN NO. s Y RESIDENTIAL BUILDING PERMIT FEES L APPLICATION FEE New Buildings,Additions $50.00 i Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE Ile d 2 square feet x$96/sq.foot= 1 S 1 — . x.0031= • plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= - _._ -__ x.0031= _• plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= 164 Sl2 x.0031= 3 4- ACCESSORY STRUCTURE>120 sq.ft. J >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) Permit Fee r Bi1ILDING DESIGN 13 Thankful Lane Cotuit,MA 02635 INC. 508-428-4097 Fax 508-428-7709 January 22, 2003 Barnstable Building Dept. Re: Garguilo Garage 80 Ocean View Cotuit, MA 1 st Floor Walls 128 L.F. @ 8' 1024 s.f. 1 st floor Garage and Workout room l't Floor 900 s.f 1 st. Floor Ceiling 624 s.L 2"d Floor Walls 500 s.L Loft 2"d Floor 660 s.f 2"d floor Ceiling 700 s.f. Windows Andersen Tilt Wash 400 S.F. Opening Total S.F. U-Value 9 Double hung size 11.92 107.34 .34 2446 30" x 57"2957 12.61 .34 1 Double Hung 8.54 2432 30" x 4l" 119.98 1 Picture 60" x 57" 23.75 23.75 4 Double Hung Size 2"d floor 10.36 41.44 24310 30" x 49" Total Windows 305.12 1 Rear Door 3068 21.63 21.63 .41 1 Garage door 9' x 7' 63 63 l Barn Door 2"d Floor 36"x48" 12 12 Total Doors 96.63 2 .Skylights 8.125 16.25 34, Total S.F. Glazing and Doors 418.00 s.f. Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheckSoftware Version 3.4 Release la Data filename: C:\Program Files\Check\MECcheck\gargiulo.cck TITLE: Gargiulo Garage CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE:01/22/03 DATE OF PLANS: 12-12-02 PROJECT INFORMATION: Gargiulo Garage 80 Ocean View Cotuit,MA 02635 COMPANY INFORMATION: Lagadinos Building and Design Inc. 13 Thankful Lane Cotuit,MA 02635 COMPLIANCE:Passes Maximum UA=399r -Your Home-394 h 1.3%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Floor 1: Slab-On-Grade:Unheated,4.0'insul. 128 10.0 88 Wall 1: Wood Frame, 16"o.c. 1024 13.0 0.0 84 Ceiling 1: Flat Ceiling or Scissor Truss 900 30.0 0.0 32 Wall 2: Wood Frame, 16"o.c. 600 13.0 0.0 16 Window 1 Wood Frame:Double Pane with Low-E 305 0.340 104 Door 1: Solid 97 0.410 40 Ceiling 2:Flat Ceiling or Scissor Truss 700 30.0 0.0 24 Skylight 1: Wood Frame:Double Pane with Low-E 16 0:340 6 +Furnace 1- Forced Hot Air,91 AFUE Air Conditioner I:Electric Central Air, 10 SEER 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 Massachusetts Energy Code requirements in MECcheckVersion 3.4 Release la and to comply with the mandatory requirements listed in the MECcheckInspection Checklist. The heating load f is building, and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions fou in t Code. The HV C uipment selected to heat or cool the building shall be no greater than 125%of the design load a . Section C 1310 and 4.4. Builder/Designer Date —)�D —o MECcheck Inspection Checklist Massachusetts Energy Code ' MECcheckSoftware Version 3.4 Release la DATE: 01/22/03 TITLE: Gargiulo Garage Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Skylights: [ ] 1. Skylight 1: Wood Frame:Double Pane with Low-E,U-factor:0.340 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.410 Comments: Floors: [ ] 1. Floor 1: Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air,91 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ) Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ] When installed.in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture " and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cftn(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture { shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. b Vapor Retarder: [ ] Required on the warm-in-winter side of all'non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR'1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. o Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) .............. .......... ` `�' -, ✓�ae TDomvma�uuea� a��,aa:ruc��u�ael�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR 4+� Number CS, 012653 Expires f0l16% .00 no: 714 Restncted�"'00 '=� NICHOLAS A LAGADINOS 13 THANKFUL LANE, COTUIT, MA 02635 Administrator ' ` GTlze 1°anvnzoozcuea/C� a�/�aaaaclzecarad 1 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR 1 before the expiration date. If found return to: Reg(stration 1;; 4804 Board of Building Regulations and Standards xp(ration 004 One Ashburton Place Rm 1301 te Corporation Boston,Ma.02108 hype Prf�a LAGADINOS BUILDING&DESI;GN ni. Mcl olas Lagadihos 13 Thankful Lane — , 4 Cotuit, MA 02635 - _.__� Not vali .witho mature u y a; i R, The Town of Barl.stable UNU Departnnent of Health Safety and Environmental Services ' Building Division 367 Main Street,Hyannis MA 02601 j Office: 308 79"227 mph Chen f Fax: 508 775-3344 Building Commissioner f�I For office use only Permit no. Date AFMAVTr i H0ME MWROVEMENTCONTRACMRLAW ( SUPPLEMENT To PERMTl`APPLICATION i j MGT,a 142A requires that the"reconstruction alterations,renovation,repair,modernization,obrvwsion, improvement, ranoval, demolition, or construction of an addition to any ping owner o=q)icd building containing at least one but not more than four dwelling units or to st7uet=es whia are adjacent to such residence or building be done by registered Contractors,with certain coxp6ons;along with other rvquirrmcnts. I Type of Work: �j/ / �v� Est Cost^, x__000 , 60 Address of Work: �Z[L 0ZjF)!9;V (//riLtl jOKnerNamc: �(��_ UjJ Date of Permit Application: 1/2ZAb�_ 1 hereby certify that: i! Registration is rout required for the following reason(s): I Work excluded by law Job under S 1,000 Building not(m-nar_*cupW I Owzis pulling C""m PCr=t Notice is hcreby greet 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 +j I hereby apply for a permit as the agent of the owner, I � t a- L / D c Contractor rratr►c Registration No. OR i Date Owner's name The Commonwealth of Massachusetts - Department of Industrial Accidents bd -- VNC9offtestigatioos 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name• location: city phone T I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ry-i I am an employer providing workers' compensation for my employees working on this job. r company name: 44e address: city: phone# /f�/ ��`17 insurance c — olicv# j- - - 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: cirv: phone#: insurance co pghcv-4 cornn inv name, address city phone# .. insurance co Policy# •'Attich additional sheet 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 S1.500.00 and/or one years'imprisonment as-^ell as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a coAy of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. 1 do here fi'under th aixs n penalties ojperjurp that the information provided above is true and correct. Sienaturr Date LZ- ` L, / r- q Print narhe /Y/f;/ /1y�� Phone= sz 14 official use onh• do not-^rite in this area to be completed by city or town official Etin or town: permit/license# r•1Building Department 0 Licensing Board 0 check if immediate response is required 05clectmen's Office OHealth Department contact person: phone P; r-IOther i (1--] PJA ?3arnstable Assessing Search Results Page 1 of 2 y �. Home: Departments:Assessors Division: Property Assessment Search Results <<back to search 80 OCEAN VIEW A VENUE Owner: GARGIULO, BARBARA D Property Sketch Legend Map/Parcel/Parcel Extension 034 /053/001 Mailing Address 3" �t33s GARGIULO, BARBARA D �3 t d� e P 0 BOX 735 COTUIT, MA. 02635 3 Assessed Values: 3''3,' `' Appraised Value Assessed Value Building Value: $224,300 $224,300 Extra Features: $2,300 $2,300 Outbuildings: $ 14,300 $14,300 Land Value: $489,500 $489,500 Interactive Property Map: Ma re wires Plu in: Totals:$730,400 $730,400 1 have visited the m s bef r 4 � Sales History: an&V,W�i�'� 9 Se -` Owner: Sale Date Book/Page: Sale Pric GARGIULO, BARBARA D 10/15/1996 C142203 $ 1 OFIKE rOiy� GARGIULO, EDWARD R JR& 10/15/1996 C142202 $3 O CRAWFORD, GEORGE H JR TRS 12/15/1987 C101836 $1 CRAWFORD, GEORGE H SR 6/15/1985 C101836 $2 WARNsTABLE. + MCNAMARA,ALICE L C75589 $0 y MASS. CRAWFORD, GEORGE CTF DTH $0 �ie�f� 9 a Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $6,865.76 Town Fire DistrBtU Rates lLDING DORM 9.40 BRmtable 2.88 Land Bank 3%of Town Tax BY: Cotuit FD Tax $ 1,373.15 C.O. Cotuit 1.88 http://www.town.bam8table.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/A... 2/4/2003 f 13arnstable Assessing Search Results Page 2 of 2 Land Bank Tax $205.97 Hyannis 2.89 West Barnstable 1.96 Total: $8,444.88 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.78 Year Built 1840 Appraised Value $489,500 Living Area 3927 Assessed Value $489,500 Replacement Cost$280,372 .Depreciation 25 Building Value 224,300 Construction Details Style Colonial Interior Floors Hardwood Pine/Soft Wood Model Residential Interior Walls Drywall Grade Custom Grade Heat Fuel Gas Stories 2 Stories Heat Type Hot Water Exterior Walls Wood ShingleVinyl Siding AC Type None Roof Structure Gable/Hip Bedrooms 4 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 1/2 Bathrms Total Rooms 8 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value SPL3 Pool Gunite 392 $13,400 $ 13,400 FPL2 Fireplace 1 $2,300 $2,300 SHED Shed 128 $900 $900 Property Sketch Legend Department of Health, Safety BAS First Floor, Living Area FST Utility Area(Finished Interior)and En%br 6ifttffl49 i BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) U (Unfinished) FAT Attic Area(Finished) GAR Garage re e rs Story(Unfinished) FCP Carport GRN Greenhouse he ity Attic FEP Enclosed Porch PTO Patio * A er* Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area e FOP Open or Screened in Porch TQS Three Quarters Story(Finished) �j i639• 1� BUILDING DIVISION BY: http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/A... 2/4/2003 034009 034044 # 1109 LLJ #61 034053002 > # 1106 034054 #72 034008 # 1119 LANE 034053001 # 80 034005 # 1131 Z 034003 Q #33 034004 # 1141 034052 #92 034051 034002 # 1148 # 1151 Department of Health, Safety and Environmental Services Hof IME tpy� P 0 * BARNSTABLE, 9 MASS. g �j 1639• 1� ArFD MA'S A BUILDING DIVISION BY: F '� � � �a ��g .�• "�,"� ;� `�� `.;« 'T"t T 7�1 16 • u , F #72 Auiw m , I •+' e. t r � TV .* # 1141. ;� # 1148 151 �Se.._. . ."ate•:JYIi `Mt:.y , Department of Health, Safety and Environmental Services �oF IKE ram, �� do * BARNSTABLE, • 9 MASS. g 039' 1� �rfD MA'S 61 BUILDING DIVISION BY: rr AL 4 � t '. .�'k1 -w � .•may �, '` ,sy.,a; ��I••,. .,9, -* • key � '`.fr',h '^� ei: ¢ �. �. �`q � } �a�,..._„R, "' ,b .u�, '1��1.. . Department of Health, Safety and Environmental Services IHE Tp� * BARNSTABLE, MASS. 1639' 1� ArFD MA'S a BUILDING DIVISION BY: —Tt V nac;'905$ 738 .02-13-2013 9.-04 BARNSTABLE LAND COURT REGISTRY Town" of Barnstable P�°Ft►+E r°�ti o� Regulatory Services „APXn.,,$LE, ; Thomas F. Geiler,Director Building Division A'EDnna+� Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTLAL BUILDINGS ASSOCIATED WITH RESIDENCE I(We),the undersigned,being the owner(s)of property situated of 80 Ocean view Avenue ! iri- Cotuit . ,MA,holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court in Book ,Page , or as Document No. 142203 , being shown on Assessors'Map 34 as Parcel 53-1 , hereby agree, certify,warrant and represent to the Town of Barnstable that the accessory building to the residence located on the same parcel as above-described,which contains living quarters, is not intended for and shall not be used as a permanent, separate apartment for year-round or summer occupancy, for rent in any fashion. Lot 6 Plan 9216 D The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment" (as defir}ed in Zoning Ordinances)which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations; This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which rental would be a violation of the Town of Barnstable's rules,regulations, and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this /a7` day of 200 TOWN OF BARNSTABLE OWNER(S) " By: ui ing Commissioner THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY, SS Date Then persona y—appaiiTfto bavmneTowner), Barbara Gargiulo_ and made oath as t the t nstru nent, befo JOHN F.MEADE,REGISTER Notary Public My Commission Expires: fi'. It or?dhAssor a reement s '�3 '"r.4 r E° �+ /'. Q Y 1; ,. �artl1�su<J 5�;� � €�aLe�Sa��tl a d 6 H`�°� The Town of Barnstable Pam ~ BAR14A . o E. • Department of Health .Safety and Environmental Services MASS. %639 `em p'foMp�° Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: ►fir GAi-e >u , Tfl. Map/Parcel: 0' es3 d o Project Address: TO ®G�Al Agl��- %Builder: /YI Gle- The following items were noted on reviewing: ,4)Co yrEr2 � lam( /A / 774 U 0 �,/s K.(> �//Yr / k /T gGV'z K�Cf d I'L LZ �,,,yy�� ,? ' � Ie& VP Ate Reviewed by: Date: o�� L0 mZ V O AS D , rn I r7 w7w 1 mr .0 mM �gg i D g Lagadinos Building and Design Inc. Project: Gargiulo Garage N N Custom Homes,Additions,Remodeling o 13 Thankful Lane ColuB,MA 02635 Tel.508-428-4097 Fax 508-428-7709 Revisions: Date: S .. - 0, LL � C A C o V Jr I Hli lill"It"I'It'll Ill 11 stillIi HIM "it" C,7 O � p o iS a _ m IU z 'Hill tili - I i lfl , C Qcu s f1 t i TJST i, t'I' II - 1 - t-- i 41 ri _ ' i l�--JS 14 I YJ 5,4.I�. - - co Rear Elevation c0 - - O ^^L Dm—BY NAL I' - - - Date:12-12-02 ' Scale:3/8—V - Sheet E-2 < Revisions: Dale: _rTl= 7- T y 27) N E m N cr 16 cn 7 I a) l t.l m _ E ° E Y co o rn t0 U Right Elevation -_ T •0 'u I� O Drawn By: NAL, Date:12-12-02 • Scale:1/4'=1' , Left Side Elevation Sheet E_3 . c Revisions: Date: ConWuaus Rklg.Vera r - .12 Ridge In.COX stredning 2Pd,—P-Sningles 15e FW 2.8 Clear Tles Io support Seem 4x10 Beam - In'CDX She.Nky * - 2x10 Rafien 24 Cdling J.- R-30 BM IrtSWatlon (3 Cm LL C y .. .. _ w eBlodu ✓LI.— _U 0 E v Tyvek HouseWnp CD 2xe S— 1rz•Bleaeoam ena Pla.+er 1rz•cox sneaNwg ��} di 1= Wnlle Ceder Clear Swngles 5'TW R-13 FlEatgless - C: C 'InaWanen Ca p - 3/4•T and G Plyo Glued end SnewaC -O o •. 2.51 9.5•Wds Q < R.30 Fbe,P—Imulatlon - - 2xa awe, - m N O .1 Pa.cox She 9 E U Tyr HouserraP R-13 Flperynw (n O SnirpMs kuW.don. a > ' - Skim Coel PWeter - -d E LL O 2xa P.T.Sik J U ^ 'v 1H•SIIISeaI �•Poured Cvmem .. ....., .. ..i - GverCompected sW . - W Poured'Concnle W.0 as'Bebx 10•z 18•Keyatl •(,ti 2—NUkea Shinpin r. Pwntl C.noeb F-.n 15it Fen la'CDx SheeNhg ' • 2xi0 Rahn - R-3p BM InsuWpn s - - . Section B-B y Wind Blocks 1 1.T.ndG Walb endC PN ^^'' W 2xoswd. - a•CDx Sheet V 2xa swtls _ - - - •. Ty.ek naa.e. p I In.cox s'.., (� wwk,cedar SNnpins „-,•} Tyvek Raus , - + _ p wnlro cedar snmpws , Q . �nslu�a�lerBless instss _ 1xs TendGwarts—C 1N - - - - 5`-SYe.ta he P.T.Sip ` r •. •v, _ L yr siu Sal •I' W Pound Concrete W. 48•Bebw Grade B•Pound conwem wetl xe•Below Grade 10•x t8'Keyed ' 10•z 16 Ktyed Pouratl Cenwen Faotlnp - Poured Conwb F-M, Section A-A - D—By: NAL Date:12-12.02 Scale:3/8'=1' Sheet S-1 Revisions: Date: U 0) LL _T p m ti E v- • 0 -d r= ui m o m u- c a a Q f 1 it D7 E U 1 J O = s I Ali 1 ; i 'II II a f - C E O cu N c cm It-11 I 11 �I .,1 J _ 1 �1 II ' .... .._ 1 .I_. L — i F19 Cu EE r -r r O L A Front Elevation 0 SMOKE DETECTORS O.K. Drawn By. NAL y vl 0 Date:12-12-02 1 _ BUILDING ARNSTABLE BUILDING DEPT. sra1e:9re•=1' Sheet: `r E-1 r • --• Revisions: Date: Y C pp Y ' - - ofv T C C 1T 3P 0) "O o - MCMr e0al E O.C.Minuvn - - � Q � -------------------------- _______—_______—_____--_—_�_�___---___� -:3 ----—---—-----_-------_J I m C p C Cl) p ------------ —__—----- —__� I I Q ' � J Ij . r - ma Concnm Fwnealbn J U V a � - _ aS wdl eeb+.GraEe _ - T , :e'x18-Pwmtl Wxms FwWq . <-co„oab sae aar�,wa=utl saa wbabn Ompipr tlow lY • �WR •- ' , rlEalbn Dmp frn tloor T \y I I I I au 3 � I I CawsacMsul moos - ca I I I I I I I I , — -________-_ _________ I p . _ ___________________________l___________ ___-----—---------------—___-- - T - ♦ , f 2S 3' -E 14 -. F 4�T� Y ry 3o <T .. U O L a Dram BY NAL .. a Date:12-12-02 t r Scale:114"=1' Sheet F-1 Revisions: Date: - CtT u ai E y + Cu O w E C7 - b � N O m N — O�e. N o - - a1 y cc ) � .. a EXERCISE �.�.,LJ h V OOM GARAGE 285 sq 516-sqEL L` a 0) -12-B•1-5'-3' 7 CO ` W .O Section A-A Section B-B d Drawn By: NAL Date:12-12-02 _ Scale:114—1' Sheet'. A-1 .k 9 � �� i � i From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:1/27/2003 Time:10:09:16 AM Page 1 of 1 w � "! MISE BC CALC®2002 DESIGN REPORT - US Monday,January 27,200310:08 File cSingle-117/8" AJST"''25"M$R� Name - NLagadinos_Gar.BCC:J01 Job Name - Gargiulo Description - Address - 80 Ocean View Specifier - City,State,Zip - Cotuit,MA Designer - Joe Madera Customer - Lagadinos Building&Remodeling Company - SHEPLEY WOOD PRODUCTS Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - Standard Load-40 PSF 110 PSF OC Spacing 16' BO,1-3/4" B1,1-3/4" 587 Ibs LL 587 Ibs LL 147lbs DL 147lbs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left C00-00-00-_22-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4033 ft-Ibs 69.1% 100% 2 1-Internal End Reaction 733lbs 64.1% 100% 2 1-Left Slope 0/12 Total Deflection U402(0.655") 59.6% 2 1 r I-OC Spacing—��"16"� Live Deflection U503(0.524") 71.5% 2 1 Repetitive -- Yes Span/Depth 22.2 1 Construction Type .Gluedd Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(L/240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(L/360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-3/4". Minimum bearing length for B1 is 1-3/4". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone 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 FRAMERS, BCIS, BC RIM BOARDTm,BC OSB RIM BOARDTm,BOISE GLULAM TN VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTS and AJSTm are registered trademarks of Boise Cascade Corporation. ,. t Page 1 of 1 1 , 3•'�:°}�,. a�� site i4s 's��.� ,E }V��. •@ .- +;�� g �Ns ' k° _ ' � •��'t °rc; i<; - `c�p ?` ,.-'Ls-:.'xc'" a a NO, ia � w tom ' a r �k•�' '1.T ;- >. .�,.. .k` ..'r'�,--'x � �`�`�Z' 'xss't �-y- 'ti�."' 'TM� ice° '� `,�*..> �'i�`�'.,� "�'^+ �.. SIR— MR a t ..,i �"',"-i,•, f .€�-,.�r,3aa ��:'r' y �.•� c ��:;� Zg ,.f - :� f 5;++" r� & 3 es✓a. :.p3w` '.ax; €. r.,,,, �-t '^.c'"%C- K .n y ,� ems' V'4.- aft: ��x - '�",q s �-a •� � e r��r 'S ��y��y 3 ti��.�'#�,s�r��s -,�'r � ?i,. ._a,. �. �� w �'F �,. �^ ;:r ,s _'FF .,° e1, rr .G..a�:eME . `A'1— g� k .�s - �s "c 'ems x. °r,..�v. i'." - •, _ hN> ` 'x *. .�.r�y. ""'- "�„_'� v e�g --+y'''pX• .�' ' 4^", U r ` �a .r^ -'4 •rs "` _-..`�{ s.'�`+ �.- s c: 9 i�+, s' '�s.�- �5---��"�4.,,�'?c..'� �v�� ,�:� ., xt^^��.r.a• �'i fr,..,S$'� z?r r.��.y 4 '�. �' P -,� �"Fs �. a-� 'C; �'y,�•�- _ -.C'l � ..tY�+;y" = +�` n � . a�+• `R til + �4- �i; �` t f '.W m . _ `�"-- �� on F�F:x.a IN "Ks '+ xa Ai''y-° - -,,n # a � 7gmr S j' Ry' r ....... "to !N". y:Ittw- q,'r JU Engineered`to Build Reputations= ` " zr r, i f Maximum Floor Spans—Simple Spans Allowable Stress Design—100% Load Duration Glued & Nailed Sub floor loor a :� glimtnfRi�.Code•Cna.. .`.#,�� mprnvedaPecforman¢e ALLJ( St 12" 16" 19.2" 24" 12" 16" 19.2" 24" Notes: 9 ��40/ 10T:F20'8w` 17'"ll 6 � �147 �� I S�i` h17"I ,161" � I47 .eat.xaw..✓L` ,r, 3.,. ..rr .7 vxlc 'hv I. Spans apply to simple span 15'7 13' 11" 8 8' 17' I" application only40{/20 811` : .b ' t3 .:= $'8 �61f. ° 14x11' < I4x 2. Minimum end bearing length .40130 17-6" 15'-1" 13'-9" 12'-4" 17-6" 15'-1" 13'-9" 12'-4" s I Yz except for bold toII40 02�3 Itl" ' 20'9` 18"11' f 5x la( ��22'3 '"20'£3 18 I i Y I b tl spans(min.3 lj"). vY,$vy} w a:;:�11, III 3. Maximum spans are mesured 40115 22 10" 19'9' 18-0' 16' 1' 22 3" 19'9 18'-0" 16 1 �� , * ,� r 40 Tk20 21" I d>>r�18 Ircl' 1,7"3 Ir"EN ?"'18�I� ai 1�7 3 23-614,24 in between the supports ' b (clearspan)and are based on 40/30 20'2 17-6 15' 11 14'3 20'2 17-6" 15 11" 14'3' uniformly loaded joists. x 24F,r22"2' 19 1025 2' 3 23-0' 2,1 IIIf9 (0",: 4. Total load deflection is limi- ted4011 21 "- to U240. waa 0/20 25 8 tt 22 2 K 2D 3 II 8 11120, 2 22 S t 20�3i l 18 i 9 ii � i ii-+`,� 4 z77F � n'�' fi ifs••a: i � if' ir' 7ro 5, Refer to appropriate sections 40130 23 9 20 6 IS 9 I6 7 23 9 20-6 18 9 16 7 �� of this Manual for installation guidelines and construction62b H24{I" 21 b 27 IIh' �25 bi24 'I' 2(�fi details. Qfix__.._ xa.. 3 .�of 40/ 15 29-I': 25-2 22'-1I 20'-6 27-1I 25-2" 22-11" 20'-6" 6. Allowable spans take into 40/N2027' I0" 24f �`2t£I'-9'S" 2711: 24° f �� 22'-0' f9'�5" consideration the composite �. n y �: ... — - ., u. _ U effect from the nailed and 40130 25'-9" 22'-3" 20'-2" 18'-0" 25'-9" 22'-3" 20'-2" 18'-0" glued subfloor for deflection 2,12'29110.1 'A purposes � ,1.8'Ti 20bTI8'9"v� 1�79b purposes only 40115 22 9 20 10' 19 7 17-0" 20 T' 18'9 17'9 16'9 = ft 7. The adhesives used should t -1- /2Q k22'9n20' I 0 r18 �1I 6' 20 T fz8;9 ` 1 9� k - lb 9 be approved for Field-gluing _s+.vucsx w Plywood to Lumber Fra- 401 30 .21'7. .:..19 2_'. - 17-6. .__15'-8" 20'-7" 18'-9" 17-6" 15A Aing for Floor Systems.' �� ,°;x27�aa .m249a32 £r'S2 �22 Apply Per manufacturers � written instructions or see ��1 40/ 15 27 1' 24 9" 22 10' 20'5" 24-6" 22-4 21' I 19 11" page 4, note 13 of this � � :0 2M�: At-OW" 2'4 (a' 22 21xi4:lk �.95" Manual I b i--- 40/30 25 22 2_ 20'3 I T I I" 24-6 < 22 2' 20 3" 1 T 11" 8. Allowable sans take into V1 '�" F L` 15. consideration repetitive 14� 40%10 30'9"" 28'-0 26 523'7274�10"r25F23 :1 I2-2 T �.. k >,,r. s ..._c member increases. 40115 30'-9" 27'-9" 25'-4" 22'-6" 27-I0" 25'4" 23'-1 I" 22'-7" �+' � W � 401"20 303,9� n. �bT }24 _�.-�r2:15-6 il2_1-6 40130 28'-5" 24'-5" 22'-3" 19'-6" 27-10" 24'-5" 22'-3" 19'-6" a �. 40115 34'-0" 30'-2" 2T-4" 24'-5" 30'-9" 28'-0" 26'-5" 24'-5" 40/20M, UH33 4" 28'-8' 26;=2" 22'9' 30',9'��28-0-0 26'=5' 22,9 40130 30'-10... 26'-6" 24'-2" 19'-6" 30'-9' 26'-6" 24'-2" 19'-6" it 7 _ January 2002 I From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:1/27/2003 Time:10:09:16 AM Page 1 of 1 IM'SE n BC CALC®2002 DESIGN REPORT -US Monday, �Y January 27,200310:08 File Single 11 7/8"-AJST_M 25:MSR-�> Name - N Lagadinos_Gar.BCC:J01 Job-Name - Gargiulo Description - Address - 80 Ocean View Specifier - City,State,Zip - Cotuit,MA Designer - Joe Madera Customer - Lagadinos Building&Remodeling Company - SHEPLEY WOOD PRODUCTS Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - i Standard Load-40 PSF 1 10 PSF OC Spacing 16 i iAL _<. B0,1-3/4" B1,1-3/4" 587lbs LL 7Ibs LL 147Ibs DL 147 4 7Ibs DL Total Horizontal Length-22-00.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-OD-00 22-00-00 40 PSF 10 PSF 16" 100 i Member Type: - Joist f Number of Spans - 1 Controls Summary II Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment. 4033 ft-Ibs 69.1% 100% 2 1-Internal End Reaction 733 Ibs 64.1% 100% 2 1 Left Slope 0/12 Total Deflection U402(0.655") 59.6% 2 1 OC Spacing•• 16". . 1 Live Deflection. U503(0.524") 71.5% 2 1 Repetitive Yes Span/Depth 22.2 1 Construction Type Glued Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(L/240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(L/360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-314". Minimum bearing length for B1 is 1-3/4". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted j design properties and analysis methods. Installation of BOISE 11 engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an iInstallation Guide or if you have any I questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIS, BC RIM BOARDTTM BC OSB RIM I BOARDT",BOISE GLULAMT", VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND Tm VERSA-STUD®,ALLJOISTS and j AJSTTM are registered trademarks of Boise Cascade Corporation. I • I Page 1 of 1 1 i 4 ` aa,1'c •sue � ; "'•�,r'".a2-. `may �,. a a` `._ar' '"` -X:: z. ;:'.C. "°R,„ :�'�y axt•s .M $c,' ,+•♦ Y """ "4 -{,' ;,"> k.rr^ '�,- "::�,a �t-.^- x ,„`',a fy �Ta' ;.;'' �;,'.,'', `. . . - a t �*rcv � a+,�`, . �T '.>,y -a-�`- �. ,•�e ,. •x v,. F. �!' �,.: iS 'ey. a<_c �.rgF".. r,.y Syr .. s'�a -:.x� '�S.":..'`•. :- w,. -.+st '�., 'i�r� "`.: i �,,,�3. : f -s `.•°+t. 'i �. '"� x+�.,Y�¢�"" :., ''�c ` , '' ::#,r �w,'"',.,.,,,, -'n.^' °..*7 �° .. """a•'g rr.,. 3. E S ''n s e s a f x3 �s °•• �a� Asa i k g � Y x' �A•'.-e. �-`- .`+-�;�� *�w`°`'' x'4��'i� �si'`�`s yti Y.i> 's�'�� .,y'•'y„J�*--�� 'ern,� t�v l vb« , ;- � ,:h',.�. sti� '• :£y - y -yAi ^cw�_'�� '"`\�*-x.... :F ps*,, y � 9'�,:. ��•y��;.sj� � � ��' •�;T�: "'R'�� ..v�t'.� ` � :_ � dr{." '�. '' i% � �• .0 / ,4 c. b � ., � '��x. u. :+rya � ' ,s 9 2� 'c n� ` � ^ k.,y�'yt'.. -�'` A s �y 4� s' -,"r�hry ti`�`"`- 2- �• „r. ,,, k'; G 6�=h... Pam- �\ F� ; s v. �.-� �_�?':�T"i �., '"-} A°",e"=✓£ "� r a�`i ate. :�L ,z'1' e `�. Y'`'x �g.M.. 4 ^•. § +. ::\ .'°%.�"s r '''k% '' �� +� Ye. ��` - � h,,.��v.�aa� " h.a`'v� 7?"'f,• '�T•., �-.r �4IDY`ate'' �, �-^�.. � '�� k-,. =i'` +4�$'��x.yy.� 'S �cY�-� �� ```�:Y �l'}� � {n�[M"`i,.i - ti ,dw -�,• -�. _ _ V. 1 a. a� ip .5 ��'� .: .S��t"``x��..s.;.� £ .- '^�' '+a,�ve'�., ti� �s.�.y 't •.�*- �.C; ` ''..F-, a :v, gr" 'h.; -vim€- �'. 7.' R.. max ` at ? {� �ZsY s 4,:teak'- - �*' -a .`• '�''"` .r ' 7, 753. p i? � Lr sic ti _ RF fix" . ® m"'".per• `^ 1WRy. -" �v4 ..-� ,+..• ��.,�` `Y,ii �a�. A} _ �„•= �`` 3+ �.: to✓i. .'Wn-MM 4 R. '�4 -:Ys��, vL z' fit",,,` ."�"a^��,y ♦ xC s-;t a'�"�?` ;� � r 4 r .`x s4�.d •, 44 NOO '� �'`�$;i l(.� �i�rfs€f t { �ivn�w� 5k ��.. •sy .vau � i, qra �z u r �P x� +ssr".�)Ys s s,�p ., -- ,;#�sN .- �++(r��s` 'i.- a }31� i ��"��I�,b'w+ '` ',s r h'S k*�4s r� i � �r �� "�`��'�"� za fr •�� '`"tug s �, ..�. 1„• a .�a�r �tk,Cn. ,�``" P i s , .� � t r s1�5 '4.� �� ^`,� �� ,'.-� 5 �€h �. �,�''Yl�,o-s,"Sr�'� ,S� •�3 M1 �- bn, S, f} 112 ,, �I I I rI I\ a ` L; " - y `g'.y'P'�`, ^f�s-f', ' '' a �' ,,-: :� €vS# 5 ay "+S �� aS> .- Engineered o'Bii ld Repatatcons� Maximum Floor Spans—Simple Spans Allowable Stress Design 100/ Load Duration Glued & Nailed Sub floor loor _. "CFI' �s.. x7 - � z � � � Ice rm 4x,vF.LI36pnLrveLoad _x a - �L%480af ALLJOiSt LKe/Dead 12" 16" 19.2" 24" 12" 16' 19.2" 24" Load(pso Notes: � 9J401�I'Ot ` 2088 �1`7'I£rlylob4Nw s1 4 � � ' IM bfl I. Spans apply to simple span 40/ 15 19'9 17' I 15 7 13 11 8�' 17' I 15 7 13'11" application only �� r s Y hr ,T�ki, s a3 ,T iiaf1! M. i ingt '` s ih ib ,Pr,: yyd,x� kr PP y j4h0/20 ` 8 ,1134 �, I8$ al� 143 2. Minimum end bearing length .40130 1 T-6' 15'-1" 13'-9" 12'-4" 1 T-6" 15'-1" 13'-9" 12'-4" is I W', except sbansmin.3 "for bolds320'k3 � 18 .161� . � 4Qil tea, 40/ 15 22'-10" 19'-9" 18'-0" 16'-1" 22'-3" 19'-9" 18'-0" 16'-1" 3. Maximum spans are mesured in between the supports 2a"``.�..18 (clearspan)and are based on 40130 20'-2" 1 T-6" 15'-1 f" 14'-3" 20'-2" 17--6" 15-11" 14'-3" uniformly loaded joists. v h„ „ �24��a �-�,rl 9 10��g 25�2 C�5 2f3�-0 2 4. Total load deflection is limi- r� � `� .1,112��r'`.,� �� —tea. ""�� B. �� ted to U240. 401 15 26 10 23 2 2 12 18 11 25 2 23-0 2 12 18 I 1' 25'29 2=Z 20'3 r 8I 5 Refer to appropriate sections o' of this Manual for installation 40/30 23-9" 20'-6" 18-9" 16'-7" 23-9' 20'-6" 18'-9" 16'-T' �,n , guidelines and construction details. Q�� .�*�,...t?_;�. � t �- :ram ,�xr��'�;K. 3 �dr...� s�v�,aac,, �� ,.�,.. >�r 40115 29 1" 25 2 22 11" 20-6 27' 1 I 25 2 22' I I" 20'b 6. Allowable spans take into 40%2027 I024 27I consideration the composite effect from the nailed and 40130 25'9' 22'3' 20'2" 18'0" 25 9 22 3' 20'2" 18'-0" i glued subfloor for deflection �aqy 40/ 10 22'9° 20' f0' dal"9r"7 " 18'7 x 20 F7 Ky18'9y 17 9t Y P6= pUrpOS2S Only _ 40/ 15 22 9' 20 10' 19 7 17-8 20 T 18 9 17 9 16 9 7. The adhesives used should s 2R 3 ,. f�� I * r, be approved for Field-gluingt,, 40�/?03; 2Z 99 y20 1018 I I�, IsbI Ir,20�4Trze: lr8�9 17 9 169 Plywood to Lumber Fra- 40130 30 21'-7" 19'--2" 17'-6" 15'-0" 20'-7" 18'-9" 17'-6" 15'6" ming for Floor Systems. .. , 4 _ , t� Apply Per manufacturer's M.11,M 2,20/ 10: 27 I{ 24 9 23 21 5 24 b,�µ4 22 4 � 21 i �19 1 I written instructions or see 4 40115 27 I 24'9 22 10' 20'5" 24'-6 22-4' 21' I" /19' 111"' page 4, note 13 of this Manual a L 40130 25-0 22 2 20'3 IT-1 1" 24-6' 22'2 20 3 I T 8. Allowable spans take into N� P 40`l 10 30"9" ,>528'-0'4� ° 23' 71.6 I I" 22'7 consideration repetitive nQ ; u' �s .� ;�<.- «_Y. :G �fy:�..wauaz,. .ar" member increases. 40/ 15 30'-9" 27'-9" 25'-4" 22'-6" 27-10" 254" 23'-11" 22'-7" .. ' 40130 28 5 24 5" 22 3" 19'-6" 27 10 24 5 22 3„ 19'-6" 40115 34'-0" 30'-2" 27'-4" 24'-5" 30'-9" 28'-0" 26'-5" 24'-5" ; 4pti/�203 F28-8 s28-0a 40130 30'-10'°' 26'-6" 24'-2" 19'-6" 30'-9" 26'-6" 24'-2" 19'-6" it January 2002 I From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:1/27/2003 Time:10:09:16 AM Page 1 of 1 `y 1SE' BC CAME)2002 DESIGN REPORT - US Monday,January 27,2003 10:08 .T _—TM=.r� —;�� File Single�11 7/8__AJS _ :25:MSR__ _ Name - N Lagadinos_Gar.BCC:J01 Job Name - Gargiulo Description - Address - 80 Ocean View Specifier - City,State,Zip - Cotuit,MA Designer - Joe Madera Customer - Lagadinos Building&Remodeling Company - SHEPLEY WOOD PRODUCTS Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - i I Standard Load-40 PSF 110 PSF OC Spacing 16" BO,1-3/4" 1 587lbs LL 58 lbs 7 bs L LL 147 Ibs DL 147lbs DL Total Horizontal Length-22-00-00 Ii General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 10 PSF 16" 100 i Member Type: - Joist Number of Spans - 1 Controls Summary k Left Cant lever - No Control Type Value %Allowable Duration Loadcase Span Location I Right Cantilever - No Moment 4033 ft-Ibs 69.1% 100% 2 1-Internal End Reaction 733lbs 64.1% 100% 2 1-Left Slope _T _._0/12 Total Deflection U402(0.655") 59.6% 2 1 OC Spacing 16" y Live Deflection U503(0.524") 71.5% 2 1 Repetitive Yes Span/Depth 22.2 1 . Construction Type Glued I Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(L/240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(U360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-3/4". Minimum bearing length for B1 is 1-3/4". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is 4 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 I building codes. To obtain an Installation Guide or if you have any i questions,please call (800)232-0788 before beginning product installation. � r I BC CALC®,BC FRAMER®, BCI®, i BC RIM BOARDT" BC OSB RIM BOARDT" BOISE GLULAMT", i VERSA-LAM®,VERSA-RIM®, I VERSA-RIM PLUS®, VERSA-STRANDT", VERSA-STUD®,ALLJOISTO and i AJST"are registered trademarks of Boise Cascade Corporation. 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'q+�:l• 3Pfu9q• a '«s1'y,3k 'f`3,I.�'h`�,„..� �� +x �"��i,.�'�ac>�� s i 3 v€ r xsi ,+y �1, v k. . � -^hs+-".�°✓"` "� 3 .-• S-w•,v h.^"' au"�.�i- ,�'*Y"' .4 h' a '' -, 5• rx.- f ,sN'""e �'1` "" ,Yn Y' �" a'a'a+ `_ •�'^s.AkNM �i�'+ '"'"f a;s' •' `y�s vi "'Yi'r, ,tr,.a 4 ,,�aea v ,, 's• ae�"^,4y '" .✓.n` -u, �" t +,�. L a�,`fi' ya 1.` ,,1sm *,c; ,.� a,,•. x:tR'' ��'�4k'i. `�^" �,.wr n.y "t '" try✓' - t -a7s ��rx�� .`,,��P��.,'S g t h- __. � .:2� q s � t �� . 'rw•a4 �. .��..., a>w'. �. Y•� i^-�.�,�' . n _ �T^AS;°'.q� e:�r,� `?c - _'�y�c .. i' .�'E'�aiR�'' � 'i, "r'E i aro �-'''.'�'3:.� �..'4. ^•f � a�_S'�'3�. _ �„ L+SSa� � '� �'i-Y �- '1'+^a '.",!•'� .-�' � a v,�'„,•. ate,. * a' K"''t"+P ry }e �'-=?ia -�p4':a -�''4 'Y s �.rr'�+'x. ,.=? �z? �- �• �-tia i �S'c; `&. t cs- ;" 3�wnn ,-cxe,,, "'vim c �'..• - -, '* `� g fia-a- „1 u:q' ' _ ,. , b� �'� �Res -'*+tj�' ..�- ..� t,.a •% 'r' �.�a.34�- •r-;' �� yin )auk �� .:=� .p:.. x.4 �`...�". r � • ZA '`"fi`"�. a ' - a ' �+ t �`''w ? c,.,�A„- _.."fit•cx.vc�, "x`' � '' ' (d'{-0 .:_ � '� ate.,�''.�.r..,?-:, `' y�� -.� *�'`S+-.}'a,s"`t�'"" d� y�,, � r� .t� `"'�l� �- �.r��'�`�y�,I.�S.t •.� ,� ... ri.: 1�'?3W3euJ' I� " _:. .rw'�• S �`µ k 3�1 ; h'i '' ti%45�' �".e:E� }c R � .k ,� w .5� - thk4(-OIY.� l,l 72 �'itl��`' �'. . i,� wL� qs 7 fr$�5'"�,ay x .ry.--•_ b.n, ',.a .: s iz.''aX Y �t y'gr �� y?.i "• Ci`�,. ;ti "' Engi, tations n. Maximum Floor Spans--Simple Spans Allowable Stress Design—100% Load Duration Glued & Nailed Sub floor loor roved Per(ormanc ALL Ojstt Ui./Dead 12" 16" 19.2" 24" 12" 16" 19.2" 24" Load(psf) Notes: 9Yz' 401I10 20' wi � i .k I88 �7fW 1,6I �I4'7 I. Spans apply to simple span 17 I" 15'T 13 I� application only. 40/20' 18IIr 'I6�4' RI4.1 I1.3''4" 18�' I"b'4' 1;4 11I13 2. Minimum end bearing length 40130 1 T-6 15 1 13 9' 12'-4 17-6" 15 1 13 9" 12'4 Vans(min. ept3-�1i"for bold s�. �I� ,,�40 l�,IrO h��;23' �.,22' ( �: � gas s �t -vim ez t 8'-C �� 9 9"" 40/ I5 22'-I0" 19'-9" 18'-0" 16'-I" 22'-3" 19'9" I6-0" I b'=I" 3. Maximum spans are mesured x , v in between the supports 5"s 2 I I> (clearspan)and are based on 40/30 20 2" 1 T-b" 15'-I I" 14-3" 20'2" 1 T-6" 15' 11 14 3' uniformly loaded joists. r 2 -0„ 219 1540/ �y27 IO �2422 Zx 19I 025�2 N3 .; 4 4. Total load deflection is lime- 40/ 15 26'-10" 23-2" 21'-2" 18'-1 1" 25'-2" 23-0" 21'-2" 18'-11" ted to U240. ,22 h:�2 18 1 2'S> 2 22 2 20 31 I B 5 Refer to appropriate sections ; U of this Manual for installation 40130 23'9 20-6" 18 9' 16'7" 23'9' 20-6' 18'9' 16'7" N wfWO guidelines and constructionb� 27 I CI25 6 �24=1 21vb details. Er ... � . 40 115 29'-1 25'-2" 22'-11" 20'-6" 2T-1 I" 25'-2" 22'-I I" 20'-6" 6. Allowable spans take into 'I'- _4 , I" '. , "10" *�22;-0" � I9' consideration the composite �a ,v�;._ k. z r b wi,.r i- u _.... _ effect from the nailed and 40130 25-9" 22'-3" 20'-2" 18'-0" 25'-9" 22'-3" 20'-2" 18'-0" glued se obflooy. for deflection 9 F 40/•10� 22�9 20 10, � "19�T' I-Y8 T 20 7 �8i9 s 7 9 h619 I 40%15 22 9' 20' 10 19'7 17-0" 20 T 18'9" 17 9" 16 9' 7. The adhesives used should j� t �. „� 3 w 3 " be approved for Field-gluing202=_22 9 20,10 y 18 11 �I ,I I 20 y7 18, I�74 9 10§9i. -w Plywood to Lumber Fra- 40130 21 T 19'2' 17-6 15'-0' 20 T 18'9 17-6" 15-8 ming for Floor Systems. � h " 40/CIO,.. _1.�24'9_ 23 2Ir 524 6 22 4 < 21: C �1=95 (I Apply per manufacturer's ^,=,wa�ia„►yx-e.�:.ie�,�S.:z�.a r_�.zk' �: ° 1 :a ��:..;eti. written instructions or see j 401 15 27 1" 24'9' 22 10' 20'S 24'-6" 22'44 21' I" 19, I I" 4, note 13 of this ,..z . .ti., 4 .emu, r�, 19 5" 24 a 22 page Of/201 2t7 I+ 24-0. fi ,�2 I lrh Manual ,� N 40130 25-0' 22 2 20'3 I T I I" 24 b 8. Allowable spans take into �� "� 26 5' 23'7 27I 0s25 4" 23"�I I ,22'T consideration repetitive 9 28-0, < T i5.lzi + a:x..oar. L'+one ,i i i n member increases. . 40/ 15 30'-9"I 2T-9" 25'�-4i 22-6" 2T-10 25-4" 23-I I 22-7 = 40u120; 26,T24'.�I' 2'IY.� > 27�I`025_ 23' I 1' 2:1'-6' _ 40130 28'-5" 24'-5" 22'-3" 19'-6" 27-19' 24'-5" 22'-3" 19'-6" I6 -I v M,I~�r 40115 34'-0" 30'-2" 27'4" 24'-5" 30'-9" 28'-0" 26'-5" 24'-5" . 40/12033b4; 28'83� . 26�=322-9"� 3� 928-0' 26 5"� 22'92 40/30 30'-10' 26'-6" 24'-2" 19'-6" 30'-9" 26'-6" 24'-2" 191-6" January 2002 �I From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:1/27/2003 Time:10:09:16 AM Page 1 of 1 WISE BC CALC®2002 DESIGN REPORT -US Monday,January 27,200310:08 File Single11,7/8 AJSTM-25--MSR Name - NLagadinos_Gar.BCC:J01 Job Name" - - Gargiulo - Description - Address - 80 Ocean Yew Specifier - City,State,Zip - Cotuit,MA Designer - Joe Madera Customer - Lagadinos Building&Remodeling Company - SHEPLEY WOOD PRODUCTS Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - i I Standard Load-40 PSF 110 PSF OC Spacing 16 ,.._ AL BO,1-3/4" B1,1-3/4" 587lbs LL 5871bs LL 147 Ibs DL 1471bs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location i Right Cantilever - No Moment 4033 ft-Ibs 69.1% 100% 2 1-Internal End Reaction 733lbs 64.1% 100% 2 1-Left Slope 0/12 Total Deflection U402(0.655") 59.6% 2. 1 [OC Spacing. _ _=--16'� Live Deflection U503(0.524") 71.5% 2 1 i Repetitive Yes Span/Depth 22.2 1 ' Construction Type Glued i Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(L/240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(L/360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-3/4". Minimum bearing length for B1 is 1-3/4". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of i the input must be verified by anyone who would rely on the output as evidence of suitability for a particular E application. The output above is I. based upon building code-accepted design properties and analysis methods. Installation of BOISE i 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®, l BC RIM BOARDTm,BC OSB RIM BOARDT",BOISE GLULAMT", VERSA-tAM®,VERSA-RIM®, I VERSA-RIM PLUS®, l VERSA-STRANDT'", j VERSA-STUD®,ALLJOISTO and i AJST"are registered trademarks of Boise Cascade Corporation. l • i _i i i Page 1 of 1 4 I l i I i -, IsuouOM- -ay p1 z�g o��a�aaui�u Pe �a �N1, �:a`q� a'� �a �i�r �•��+� F x�i t h�� x� . �t . n c^ u & �.�,5;� ��7��3.s r�.�� •'. M1��"e,.: �. ff � r'a a.r .�• i.,xa s ,y "'"a -aa.4 "Xb^ 1 s a st M1'N'"�^�;.„ '' '¢�Y4 t �, �'.; �, nor z ,� ti y � s .u� � ! •,� � ��i�'i f NA '." r �`ik' s. :s s_F .+`�.^. °i n�s '• iµ. Teo u �'� - �' � '� 'ii��} u... ��'x`°"' s +z_ ,.�'� ��-� # ^lz.C`A`b t --� ds� 4 t•4�.fx �.,,. �' ' w� r +� Y 24, , ,21 r �.�''�•i�,> a 9� • 'x ci �✓ ti �e S " .,� '.7' et his' - .z i -z' 13•' F, M r " ® - gg Y. �� "`'t-^Yt>� '�_.w. �y^` J3e•4+: 3 �i;�„ 1F L'v. "Fs N''Y \_ �4`�'S ,ty'�y,ry� g 'i-'Y�,n .c .�L.�' Asa ��.:� ^ � S,: '� -�w�-•LL'�+t y �, --- 'rs�'�4'�-# ?' `.ems" ' •# �z t -�; x a •r�-'� :T44w"*a��.� - !a�,3k`�. _., .�: s'"' �� .-§`ate ,� �,��h ,��•• 3. .� tF+ ,y y,..`'Fc..r� _ `�"- r �s. a" 's zy "�.n .,� '04". ` �.. � `. s— x•,,.-sue `r.�'"" �`, t�'��y"'�`� '*,�,�d: v'+c" h. { � � - � `� rs. a;T,sf`` `� -" "''°.��,r.,� "-�. '.s,-4 - � ^� �aaS� .£� �' �"'-Y,.a, 'S^.�` t �e- � � �- •,� yY^..,� -� �'r'rrk _ �x v"'6.a� -"c`�Y �.�•�� a- �g� mow,_ �-�„ � ---------------�. _.- � ��i :-' �. �.i� .v1 ?�`L ,.,� "` ram..'-c.•,x'-i,.�.'.'�+.s'.'� `��y��a k� s.-� ,�.3 �1` �.,# �� t _ � 10 ` r �' �♦ 3 5i � ?� ,�-s,;•sse-s. 1,�' :,-�-"� - 'm �, �f4 ,?ts.'r �y S'Si "�'�e.-.. .� s 1, � I c.•< t.,.r�!'„�.,'�`n:�+ ��:r*a r�,�'Y .r.� -z.4t* �.�„ { Y '�sA'��" {-t`.�� ,r' �5'xr '��'�'et...,,.'} � �°q �r a� "l.. ,�a �. ,Sa��5 s y,Za �•z.: Y: r, g'i ,�ea:,'•.','>kd v 'ys ;; ° 21, w ,,L "s.+..;9�r. I 4 T�^^��33,,,,�,..�� rc .+.. r'A �:,'�'• �r� �-E �r-�-%} .i �L.,�„ 's��" a� �::s`n i �e t� ., s E "''�' � - � t!'0^��"M '8k. i 4 '=f`�. `'k 3�'S3• 1"'��. �. � F ':i w �. =:1 FJ:�c � S;..;uii' "°5"� rtr :r ��,� �:., .,�ar:� .::. � `,:�r.....,"�,sn`dti.;:.��u,.rw '_: .�z�;:•_ 3 _'3,,. „�i �''�1�+-�.k., k::. r.,_��..: '-,�tis .; *�,f�r��?�::�"..;w'?u• �.'.`��i,'_'�``; `�ar.4^� r.� Maximum Floor Spans--Simple Spans Allowable Stress Design— 100% Load Duration Glued & Nailed Sub floor �IimmUrttdC� �G`crt�' - �ePeri�o � . U A I MEN �- ALLJOi5t UvefDead 12" 16" 19.2" 24" 12" 16" 19.2" 24" Load(psf) Notes: 9!h'' � 4Q IrOv20'8k`..';� 1u7��llz16 4� Ia47I8� � � 61' I4} ' � .� I. Spans apply to simple span 40/ 15 19'9 1 T I" 15 T— 13 I�.,I 18�' �aPPlication only ti. 6 3, 2. Minimum end bearing length 40/30 1 T-6' 15'_1 13 9" 12-4' 17-6 15 1' 13 9" 12'-4 is I except for bold11%' 40/ 10„ 23' I I „ -� , -, 2 ,g3„, x1� 20 918 11P I6 I I�� 2ti3 20 18 1116 I Vans(min.3 / 4a 40115 22'-10" 19-9" 16-9' 16'-1" 22'-3" 19'-9" 18'-0" I6-1" 3. Maximum spans are mesured ��4`0/20 2110 l 8Irl 1,73 �5 5 21 1811 3 fs in between the supports (clearspan)and are based on w 40130 20'-2" 1 T-6' 15'-I I" 14'-3" 20'-2" 1 T-6" 15'-11" 14'-3" uniformly loaded joists. It 40/�I OF ,;2 24 4 ' 22 2 1q ISO 2 2 �23�-0 1 49 I 4. Total load deflection is limi- 40/ 15 26'-10' 23'1' 2P-2" 18'-I I" 25'-2" 23-9- 21-2 18-11" ted to U240. „ M,�1 '9 w3 22 2�� 20s,3 �ti.1,8 I,,. 5 Refer toa ro appropriate : � s� � _ � � .,, .. . PP P Qx 40130of this Manual for installation 23'9 20-6" 18'9" 16'7" 23'9" 20-6" 18'9' 16'7" � _. guidelines and construction 40/ 10 '30 6 26^S a 24;I" IN 2;1 b 27Ir I= z 25 629 I ��` details. 401 15 29'-1 25'-2" 22'-11" 20'-6" 27-11" 25-2" 22'-11" 20'-6" 6. Allowable spans take into 40/20` 27''f0 "241 22'-0' 19'S"y 27I I'J `24' 12-0" 19'S' : consideration the composite2� - effect from the nailed and 40130 25-9" 22'-3" 20'-2" 18'4" 25'-9" 22'-3" 20'-2" 18'4" glued subfloor for deflection ` `17'91+6 9 purposes only. M.M.M.40/ 15 22 9 20 10 19 7 17-8' 20 T 18 9' 17 9 16'9" 7. The adhesives used should , ,x f " „u F » " 40/20 22 9� *20 10 � 18,ICI 16 I It ` 20 7 18 9 1�7 9 'xl b 9 be approved for Field gluing r a0. r •'t Q s� »a .ems _. w au. ., .w. Plywood to Lumber Fra- 40130 21'-T 19'-2" 17'-6" 15'8" 20'-7" 18'-9" 1 T 6" 15'�" yw _„ 3. ming for Floor Systems. � 11/' 40/ 10 27' 1 7 x 24 9'i 21M5�.21M 6, �22�-4��"'I ;�I 9 Apply per manufacturer's � er .M� s written instructions or see s Y 40115 27'-1" 24'-9" 22'-10" 20'-5' 24'-6" 22'-4" 21'-1" 19'-I 1'j �. page 4, note 13 of this k40$120� ; `°2 0'. �'�21' ICI 19'S" 24'6' �°22'-4' 21, Is' Manual ? r r � r r s " 40130 25'-8',r 22'2' 20 3' I T I 1" 24-6' 22 2' 20 3' 17.4 i" 8. Allowable spans take into C (/)° #; , „� s--x n 14 40r/ 10Y30 9 28-0 � 26-5 a 237 27It0 #25 4 E 23 JI 22 7� consideration repetitive Q ',� �,�; �-tea'' �3,, � ��?��;,.�.�zei�°�� s�''°�; ��=:.a a:,;: �,. member increases. 40115 30'-9" 27-9" 25'-4" 22'-6" 2T-10" 25'-4" 23'-11" HHIM 26' T r 24' I' '21' 27 I 0 25' J3 �$w .' .:� ..e.. s ', �. r n " r " i r n r n r 40130 28 5 24 5 22r3 19 6 27 10 24 5 223 19-6 " 4Q/ h0 "' ` 28' " r f25'7" MOW 1, 40115 34'-0" 30'-2' 2T-4" 24'-5" 30'-9" 28'-0' 26'-5" 24'-5" 20� 33'44;a`r.28, " ,:a .r =f30 9" �28-0 ,26.=5" 22'9x tirft..I.....,m�.+., �rr 26,?2 �.,ut22r�rr ':n_s,w.e,,,.3iw._......._.:., +u ari,rr.un � r 40/30 30-10 26-6 24-2 19-6 30'-9" 26-6 24-2 19-6' 7 -_ P January 2002 I - From:Joe Madera 5OM62-6007 To:Nick Laga7ir. Date:1/27/2003 Time:10:09:16 AM Page 1 of 1 E " MISE» BC CALC®2002 DESIGN REPORT - US Monday,January 27,2003 10:08 File Single 11 7/8" AJSTm 25 MSR Name - N Lagadinos_Gar.BCC:J01 Job Name - Gargiulo Description - Address - 80 Ocean View Specifier - City,State,Zip - Cotuit,MA Designer - Joe Madera Customer - Lagadinos Building&Remodeling Company - SHEPLEY WOOD PRODUCTS Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - i i i I Standard Load-40 PSF 110 PSF OC Spacing 16 ------------ <.. I BO,1-3/4" 587lbs LL B1,1-3/4" 587 Ibs LL 147 Ibs DL 147 Ibs DL Total Horizontal Length-22-00-00 1 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist " Number of Spans - 1 Controls Summary I Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4033 ft-Ibs 69.1% 100% 2 1-Internal l End Reaction 733 Ibs 64.1% 100% 2 1-Left Slope 0/12 Total Deflection U402(0.655") 59.6% 2 1 OC Spacing 16" Live Deflection U503(0.524") 71.5% 2 1 Repetitive Yes Span/Depth 22.2 1 } Construction Type Glued i j Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(L/240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(L/360)Live load deflection criteria. j Duration 100 Minimum bearing length for BO is 1-314". Minimum bearing length for B1 is 1-3/4". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone ? 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 i building codes. To obtain an j Installation Guide or if you have any ! questions,please call (800)232-0788 before beginning t product installation. BC CALCO,BC FRAMER®, BCI®, BC RIM BOARDT" BC OSB RIM j BOARDT",BOISE GLULAMT", VERSA-LAM®,VERSA-RIM®, I VERSA-RIM PLUS®, VERSA-STRANDT", VERSA-STUDS,ALLJOISTS and l AJST"are registered trademarks of iBoise Cascade Corporation. I ; I l Page 1 of 1 it i - - he TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION R 034-053-001 Map'. Parcel w Permit# �ealth,Divis o �� & z - Date Issued -� } i / Conservation Division t Fee ^� r/ Jg��y .Tax Collector ,/lld r ' SEPTIC SYSTEM MUST BE + Treas 16r�h'1 c?��q4 INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning-Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis 4 P,rojectS.treetAddress 80 Ocean View Avenue Village Cotuit x 'Owner Barbara D. Gargiulo Address 80 Ocean View Avenue, Cotuit Telephone 617-742-3833 (Edward R.' Gargiulo) Permit Request To build, seasonal screened porch on south side of existing structure Ia- X_R ✓ Square feet: 1st floor: existing'1 8 0 0 proposed• 3 3 6 2nd floor: existing 1000 proposed Total new Estimated Project Cost $7 , 5 0 0 .0 0 °Zoning DistrictRe s i dent i akod Plain' Groundwater Overlay Construction Type Re-model Lot Size .88 acre .Grandfathered: ❑Yes 30 No- If yes,attach supporting documentation. Dwelling Type: Single Family Q . Two Family ❑ Multi-Family(#units) A.ge of Existing Structure 75 years Historic House: ❑Yes ®No On Old King's Highway:' O Yes' C No Basement Type: ❑Full ❑Crawl . ❑Walkout X]Other. Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 600 Number of Baths: . Full: existing. 3 new Half:existing = new Number of Bedrooms:~ existing ;4'4 new Total Room Count(not including baths): existing 9 _ new First Floor Room Count 6 Heat Type and Fuel: W Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes EX No Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes ®No F' 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 0 Appeal# Recorded❑ Commercial ❑Yes ® No% If yes, site plan review#- F a Current Use Proposed Use GC BUILDER BUILDER INFORMATION Telephone Number Address 1MMIMS1911i License# ��- -� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE 2/5/9 9 6/ FOR OFFICIAL USE ONLY •a F , ; 4 �� •. ` •' • - r• It .. -Y r. PERMIT NO. ' 4 DATE ISSUED MAP PARCEL NO. • f c :r• - 1 ,w t It ADDRESS VILLEAG , • PAY • ,n� - t n. } �. r _ - — - - t `F •t ' i ' i•r Y r'' r S OWNER � i. �.. t '1;.r� `°^4 a- ' it• � -r - •! •i _• ..' - $ ' � ! .-. `'.a - DATE OF INSPECTION FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL rtl PLUMBING: ROUGH' FINAL rr GAS: . ROUGH -1 0 " ' FINAL M c z` FINAL BUILDING t ' t tj� DATEfCLOSEDwOUTEr - ASSOCIATION•PLAN NO.s ,t , okTMe ' o Department of Health Safety and Environmental Services Building Division BAMMAB ` 367 Main Street,Hyannis MA 02601 KAM Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 I ; Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: 2/5/99 JOB LOCATION: 80 Ocean View Avenue Cotuit number street village "HOMEOWNER": Barbara D. Gargiulo 781 —944-4934 61 7-742-3833 (Edward Gargiulo) name home phone# work phone# CURRENT MAILING ADDRESS: 80 Ocean View Avenue Cotuit MA 02635 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." ` Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. QTORMSEXEMPT TOWN OF BARNSTABLE LOCATION oc&w nD SEWAGE # -&/I VILLAGE ("� ` `. (-iu ASSESSOR'S MAP & LOT6-?V-Vn w, INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY W CsG L kb �X LEACHING FACILITY:(type) 14 Lh-,) C) (sue) 3 R5 � NO. OF BEDROOMS PRIVATE WELL O PU1a �z S v,Jv C WAT R Pj6 j BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: l / : � b_.i VARIANCE GRANTED: Yes No i 094 z0) xOvd � s . 9 i Eng: ti s 3,q 20"W 585 20'40" p O y W 35.93 -I S8143'25 `I 0 110. 04 b �o �' - " > •„iiii,is'ss"s"s'�;"si USLo O S86 0518E L24.30' � - o ` O `s�536,i0 �t a c F j12.4q• �� O A NOTE GARAGE APPEARES TO BE PRE-EXISTING NON-CONFVRMINC RES.. ZONE.- 'RRr' This MORTGAGE INSPECTION Plan is ForO FLOOD ZONE.• "'C"'TOWN: ________ REGISTRY OWNER: J. _&,FTTF & GZORG'Z C�?!4_WF09 �I.. DEED REF: _S' 1Q1$3�---------BUYER: � I18'BRD_1>`_G.�BGIZILQ—J.�-------------- DATE: _J2Z1Q1-10f--------------- PLAN REF: _LC.__9216_D SCALE:1 ------- "= 40---FT. I HEREBY CERTIFY TO LYQ,Eff S�[Q1Z1�' '�'_ 1H oc ___THAT THE BUILDING o�� PAUL 1a YANKEE SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN AND THAT ITS POSITION DOES ____ CONFORM - A. CONSULTANTS TO THE ZONING LAW SETBACK REQUIREMENTS OF THE 3 MERITHEW �� c� 40B INDUSTRY ROAD Na, TOWN OF __—B�N�TABLE __AND THAT '�.� 9oC MARSTONS MILLS, MA. 02648 IT DOES_ 1VOT_ LIE WITHIN THE SPECIAL FLOOD HAZARD '�s/ �32=oNA( TpNOS°P TEL' 428-0055 AREA AS SHOWN ON THE H.U.D. MAP DATED_�V�Z__ FAX 420—5553 Cop=nitv—Panel 4 250001 0018 D Gt -CGZ THIS PLAN NOT MADE FROM AN INSTRUMENT 19645 JF L A.-MIT[fiRE�, ------- SURVEY. NOT TO BE USED FOR FENCES. ETC. The Town of Barnstable UAW= ; Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building'Commissioner 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 contactors,with certain exceptions,along with other requirements. Type of Work: Re-model Estimated Cost $7 ,500 .00 Address of Work: 80 Ocean View Avenue, Cotuit Owner's Name: Barbara D. Gargiulo Date of Application: 2/5/9 9 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under$1,000 []Building not owner-occupied 00wner 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 age Pod owner.0 ey Willette, Jr. Date Contractor Name Registration No. 2 � R Date wne s Name q:forms:Affidav --- The Commonwealth of Massachusetts Department of Industrial Accidents .� -== Office offfllyestigatians 600 Washington Street A'� Boston Mass. OZIlI Workers' CoTyensation Insurance Affidavit name: Barbara D. Gargiulo location: 80 Ocean View Avenue city Cotuit phone# 617-742-3833 ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity ❑ 1 am an employer providing workers' compensation for my employees working on this job. company name: address: city: phone#: insurance co. nnlicv# ' I am a sole proprietor, general contra di or homeowner(circl ne)and have hired the contractors listed below who have •__._ the following workers' compensation polices: companvname: Rodney E. Willette, Jr. address: 61 Mill Road ciri,: East SAndwich, MA phone#: 508-888-4.6f4 `. ' insarnnceca. Legion— insurance Com an We4_0.1`135D0_> ::» >;:><:r::>:<:n<:>::>;:;«>:: company name: ........ :.::.w.::.... address: city- ... phone#- :;.:....:.;:;;:::......::... .:...:.:.....::.::.. :.. insurance co. ;:.>::..;::;;: :;;. <;:.. . . oliev .,,.,MI;10%%%/%//%%%%/%//////%/�/% Failure to secure coverage as requited under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to S 1.500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of 3100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verincation. 1 do hereby certify under the pains and penalttiiess of perjurythat the information provided above is truce and correct Signature �� - �� /c�1+0. > Date 2/5/9 9 _ Print name Barbara D. Gargiulo Phone# 617-742-3833 official use only do not write in this area to be completed by city or town oMcial city or town: permit/license# ❑BuilDDepart ❑Lice ❑check if immediate response is required ❑Sele ❑Heacontactperson: phone#; Oth (revima 9/95 PIA) r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for th employees. As quoted from the "law", an employee is defined as every person in the service of another under any con- 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 receive:c: 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 renews: 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. 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 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 be used as a reference number. The affidavits may be returned io 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. MW The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0mce of Invesugatlons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 , �' Noy.✓� � � � I C-`v i.:f nlc, ��6� I i i r., II � ' I � I I , i •; '�- � �'I I�I .raP�rr<e;{c� I i ! I _ I I Ulf loarovo'k .. � �Ir �-,./:J?'.nl'-, ✓i-1 il•-,'.KT,:�nI i —1— I C� \ i I 1 !� � ..i. .F I� tt?I - �•'Ic$En!�'�.:r�lyE<C,o� I II l I I DP^i• 1 � lid : ►--_ air fta �'ldIfMar�x I L � I — — �:. �-�=.. � !•/ // �\ _ .��. T f-...-�� GYOS42<iKil�'yl+l�l(v �-.z_.= ..n - --- ----- - I - t �Id.t I '. II Ell ,. : (%xT*�� ':rrO�rt �rftahl -:.�,c(K5�• a. . I , ! C " ad . GnU �I�dry K ela ��ixy - ; : . 108E�s`i'(P•�.%(•r� - -� t r?rya � _ �r<i twc�t.!a:�✓. , — I,�tJ� cr.. f�xGNfa��— - �'r<iT IS I G I_ rr = '1 , 1: Strt�GnjnJc�i!ZF�'�'7� .- . ..... �. o�:. � /cif l-!GF: -^�•..,.r'�.a ; 7 r- WnceringDept.(3rd floor) Map (�3 Parcel �� . - d Permit# 3_q 773 Y House# Fp Date Issued Board of Health(fid floor)'(8:15 -9:30/1:00-4:30) Fee ��fl„Aes__ S' ►NSTgLLE® #10 Conservati'�n Office(4th floor)(8:30- 9:30/1:00-2:00) c3 � �C B�Co�®�� LI,ANCe Planning Dept.(1st floor/School Admin. Bldg.) ENY6 i�LE 5 DefiniJiverovedb Planning Board 19 'C` '� PP Y g .� , � BARNSTABLE. TOWN OF BARNSTABLE Building Permit Application Projecdress C O n o-e$ VA ®1 i e.�Aj Ave, Village C,- l-k7 a Owner n6 7 Address a to 6 -F&I N!ok.� 4Z8 , Telephone ®� ` M 44 S ` Permit Request 1 N R nu. M b -(M t M M 1 tj g, Cenn �m First Floor square feet Second Floor N square feet Construction Type Estimated Project Cost $ � Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ` 10 On Old King's Highway ❑Yes o 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 No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Beat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other s Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No GarageDetached(size) Other Detached Structures: ❑Pool(size) f ❑Attached(size) ❑Barn(size) None `'" ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use LBuilder Information zzw A e C � : a Telephone Number ®�"�e ) I a t ,1&4 r 1 f A License# ®3 3,35 8 -102 nU T-fia � A , �SZ`j� (n Home Improvement Contractor# C22 Or I L I . „v� ��, >�z�l Tre3 w Worker's Compensation# 2®"1 ! �D b`"'�17 NSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS D STRUCTURES ON THE LOT. STRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO� SIGNATURE , ATE _ $' BUILDING PERMIT DENIED FOR THE F I SON(S) c� L� FOR OFFICIAL USE ONLY F i 9 { PERMIT NO. . + - DATE ISSLrED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME - ► - " ,.i' � - «- - • .. � INSULATION r FIREPLACE _ 4 ELECTRICAL: ROUGH . FINAL .�•. PLUMBING: ROUGH FINAL ; GAS:- � ROUGH FINAL- FINAL BUILDING Tr DATE CLOSED OUT ASSOCIATION.PLAN NO. ..rY•e"1'.+`."-w-,.s...y�M.»n.r.v._-�..,y,.� -. ,. .r«,...-r-•..-...y; •v r ,-,+r._�,s,,..--.:;y..�' '+ra+-r...�,..* w�-•-�s Nw+.....s:.-:�� • SI >�-}F 45ri The Town of Barnstable • BARNSTABLE Department of Health Safety and Environmental Services - MASS g , p y 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 L P Location ("�� .,��r� Permit Number �` 7 Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: MIA<�Ik(al 2-f '-Z w6 Z Rf 1 1J,N LsV2V C 4W-s V // �� tf, �� ) � f L' \/�l� �14 ��+ k9 l t .j uv S-�- l C LO T W'S ---- vim vl-�(L Please call: 508-790-6;22277 ' for re-inspection. Inspected by Date �, Z- F T T _ S85 0'4 0O ,w 35.93' - SB14 u O � 3.25E ti '� f r •-%« o Y cp � �Inary � q;i0; 5SS ;S;• � i '� J` i P`-__ • •ass I `•'.� a�'s .......... R�:7%S 1p O 44t h ti S86 0578"E L24.30' m sp,S Ob O ti N07M GARAGE APPEW& TO BE PRE—EXISTING NON—CONFVRMINC RES. ZONE.• "RF" This MORTGAGE INSPECTION plan is Bank U For se O FLOOD ZONE "C" TOWN: _ ________REGISTRY OWNER: J /Vnlv N 'T�' '& GORGL'H_MAWFORD DEED REF: _� 1Q1 -3�___--__--BUYER: _E22Y9R0_R_GA8G1ULQ_J.9---------------------- DATE; _,211Q�,�6________________ PLAN REF: _LC.__9216_D F SCAL,E:1 '= 40---FT. I HEREBY. CERTIFY TO OF m-------------------- =- ''--THAT THE BUILDING ° . SHOWN ON. ,THIS PLAN 'IS LOCATED ON ,THE GROUND AS o� PAUL s� YANKEE `,SURVEY SHOWN 'AND THAT ITS POSITION DOES `__ CONFORM o A. , CONSULTANTS TO THE ZONING LAW SETBACK 'REQUIREMENTS .OF THE MERITHEW Z7 o No. 3209E o� 40B INDUSTRY ROAD TOWN OF � ,�TATHE_ _ __ =_AND THAT p EO MARSTONS MILLS, MA 02648 IT DOES__1VOT_ LIE.WITHIN THE SPECIAL FLOOD HAZARD �s EcrstEa �. sipN�� alloso TEL: 428-0055 AREA AS SHOWN ON -THE H.U.D. MAP DATED_�VJZ__ Co - 250001 0018 D FAX 420-5553 _ 1� , THIS PLAN NOT MADE FROM AN INSTRUMENT P L A. M>;tTi ffi'7; - _ ------ SURVEY, NOT TO BE USED FOR FENCES, ETC. 19645 ✓F VE The Town of Barnstable H�aivsTesce, 9ebA ,0�' Department of Health Safety and Environmental Services rF1659. � Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only 4 . Permit no. i Date E AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW J 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: I A) ((RotA ND ��O Est.Cost ( 0 S� i/Address of Work: 80 0C Q14'r\) V fliE W Ay e Owner's Name 'F V W lA\V (; A R L/Ibate of Permit Application: 3zaq I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN 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 ownA� y6CA Date a Registration No. OR Date Owner's Name t Tlic• Cuntnto»11 ealtlt of:1 tassach usctts Department of Ittdustrilzl Accidents � 1 ..1 4 \. off!C08flIffestlga ass 600 11'achingrun Street. J. '�o. :;.,- Boston• . - Workers' Compensation Insurance Affidavit *;%6lirint informatitin: Please PR11VT name* location. CM, nhonr 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 job. ennt tanv name: 0-e, Co V e acic►ress C�23� S ^elf\" ° hnne ' incurnnce cn <2)Y P `1S 1 am a sole proprietor. general contractor. or homeowner(circle one) and have hired the contractors listed below who have the following workers compensation polices: Qp t r C°� — �04 cmm11:tnv name, 1 adt►rccc� yin nhnne tt: incurnnrr rn. nniicv>y' emmnnnv nntno• addrecc� rite nhnne it• incurancc co nolier N Attach additi 'n21 sheet if neccs_sary i * -,+ �;t:.-- ___ rr: ��"_�._� Failure to secure coveracc as required under Section 3A of 111GL 153 can lead to the imposition ofcnmtnal penalties ol•2 line p 10 S1.500.110 ndiur unc i cars• imprisonment as(tell:ts civil penalties in the form of a STOP R•ORK ORDER and a fine of 5100.00 a day against me. I understand that a cope of this statement mai be forwarded to the Once of investigations of the DIA for coverage verification. 1 do hereby terrify under the pedits and penalties of pcduty Ilia'Me infornwrion prorided above is true and correct. q Si_raturc Date - ,:-�V 97/Print name 1 1M t U W Phone>r W w � .y.r�r ofticial tut univ do not write in this area to be completed by city or town oRciai yin nr roes n• permit/license it r'itluilding Department C31.1censing Board L tt 1]check if immediate response is required OSeleetmen's 01r1ce ► t: C3111calth Department contact Pen-on: phone#; rJUther�_ s. Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for th emplovecs. As quoted from the an cmploree is defined as every person in the service of another under any contract of hire, express or implied. orai or written. An einplitrer is defined as pan individual,partnership. association. corporation or other legal entity. or any two or me the foregoing, en�_a�:ed in a Joint enterprise.and including tlae legal representatives of a dcccasetl employer, or the receiver or trustee of an individual , partnership. association or other legal entity, employing employees. However i! owner of a dwelling house having not more than three apartments and who resides therein. or the occupant of the dwcliing house of another who employs persons to do maintenance , construction or repair work on such dwelling he -or on tlae :rounds or building appurtenant thereto shall not because of such employment be deemed to be an empiov MGL chapter 15? section =5 also states that ever•%•state or local licensing agency shall withhold the issuance or• rencival 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 in coven-e required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into anv contract for floe performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter _. •,.been presented to the contracting authority. Applicants Please fill in .thc workers' compensation affidavit completely, by checkin;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 coyeraze. 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 tite Department of Industrial Accidents. Should you have any questions regarding the "law- or if you are require to obtain a a•orkeirv: compensation policy. please call the Department at the number listed below. • _ ( C Clty Tr,rotvns - . Plea,<e be sure that the affidavit is complete and printed.legibly. The Department has provided a space at the bottom the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Plz be sure to full in the pei•mit/iicense number which will be used as a reference number. The affidavits may be retw if T tiie Department by mail or FAX unless other arrangements have been made. The Office of Investi=ations would like to thank you in advance for you cooperation and should you have anyq�aestv.l: please do not hesitate to Live us a call. The Department's address. telephone and fax number. ij The Commonwealth Of Massachusetts Department of Industrial Accidents _.. Office-at investigations 600 NVashington Street yaw Boston,Ma. 02111 fax #: (617) 727-7749 phone #: (617) 72 7-4900 ext. 406, 409 or 375 er (. ( - 1: i f� �' )` l'. q \) J. It +Tr 1 - A �� `S �• ) Ja - .a. ;_; 1. V. i ! •� IlY !•� t} j f. `:)� ,--,1 \ + t \ !t-_`� .0`j \t + ) )_t;1. { t: r1•�+, r. +,i3�� 4� ><''° Y ��`.:Y •,_ ' '. - .. � '. � ✓iEe i�mn�xon**�eal/�e o��,y�¢dFiiaella Y HOME IMPROVEMENT CONTRACTOR a Registration 122011 Type - PRIVATE CORPORATION Expiration 07/10/98 - CAPE COD POOL CORP ,RILLIAM H. MOWRY TEATICKET HWY./PO BOX 518 . ADMINISTRATOR E. FALMOUTH MA 02536 ; -1-777 - --,. - , �t.a u-. ._.....,-.._.._mil.,a-...,. ___�....«.. ......J. _�,✓J ....il/.iY d:n.��Yi...Y'N,rkl E _ t.-..,lo��r,?.Ite-7f.i,..r .�.1..r.�wr..�".....�..xa....�,ci:.r.!Ja�sf.. • . .. � . ✓/ze V;anvnw�uaea�t o�,.�aaoac6ucaetiaf. �J DEPARTMENT OF PUBLIC SAFETY Restricted To: 00 47724 CONSTRUCTION SUPERVISOR LICENSE � � 00 - None Number Expires: 1G -.1 & 2 Family Homes 'Re�tr�cted To 00 Failure to possess a current edition of the Massachusetts State Buiildinq Code a WILLIAM H MOWRY � is cause for revocation of this license. ;10Z 518 ( E FALMOUTH, "HA 02536 f.l, ) - t? � t'` i t S.. — "1 -"��-. Y :� t c T:;':P2•^r�.` sly\. \: .. Town of Barnstable ermit: 73677 oFTHe, Regulatory Services ate: 121143 yP` tio* Thomas F.Geiler,Director BARNS BLE. : Building Division 9 MASS. Tom Perry, Building Commissioner �ArEC►��°' 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: �� G Ui L _Phone: Install at: if 4Gf/1 ytwj Village: Map/Parcel: 3 y — 0 r 3 — Doi Date: Stove A. New/ se B. Type: diant irculating C. Manufactur {�n Lab.No. ce. D. Model No.: Chimney A. New/Existing (If existing,please note date of last cleaning B. Flue Size C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A. Materials: B. Sub Floor Construction: Installer Name: Address: �,3 .�✓i fi, l�/�j' Phone: Location of Installation: 60 APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector - Q:forms:stove BARNSTABLE EXISTING SEPTIC. E 2 PER INSTALLERS CARD INSTALLED NO VEMBER 29, 1995 BY SCOTT FRANK 4 SEPTIC PERMIT 95-1811 AM. 34153-2 A.M. 34154 SCHOOL col" S85 20'40W STREET 35, 93' — — S81" OCEAN CA yAL NTUCKET �i B �¢' AVENUE NA SOUND SGARAGE' t, l \ 44 LOCUS MAP I PORCH l ♦ - I 4 / / � 05 ASS ESORS MAP.- .34, LOT: 53-1,° -' CISPLAN REF 9216D,E,F T-- ti 19.2 o W GASLINE {ZONING. RF" I h O FLOOD ZONE- 14.01 FE, COMM. PANEL hf' I 25000.t OOIB D / I I 00 B m DATED-- 7/2/92 �,O PREP I �14.p yl 91' (� OVERLAY klly. �� ,4� o SITE PLAN � 29 / f 2�FADLO wsv FFUSOas `: OF LAND 30 / LOCATED -A T - 3 10 / j5zg'�•�► 1 PRO", o /. w ,- A.M. . 34/53-1 TANK,,` o , 80 OCEAN VIEW AVENUE AREA = 34,513 S.F. o d o- COTUIT MA. S86 0518'E' oo•��, �sB ov °+ 124. 30 PREPARED FOR ED WARD R GARGIULO, JR DECEMBER 17, 2002 ti AM 34/52 , Of r -- . SCALE. 1" = 30' t BRUCEGi� AM 34151 f e G. /4 I A- t� MURPHY H ° ':; ? =4 s ti1 YANKEE SURVEY CONSULTANTS Mo.74s �, . v � UNIT 1, 40B INDUSTRY ROAD P. 0. BOX 265 '�FGlSTE� �`. �,, ~ti= MARSTONS MILLS, MASS. 02648 NOTE'• ELEVATION SURVEYED AND MATCHED WITH G. I.S. qh'1 T ARP - �`* •�` TEL 428-0055 FAX 420-5553 �� PACE 1 OF 2 J1 53305 DB I 1 EL. = 32.5' 719P OF FOUNDATION 20' MIN. 10' MIN. + CONCRETE COVERS _ _ 4"SCHEDULE-40 P. V.C. I - - -'VENT REQUIRED. EL=32 MIN. PI7C^H 1/8 PER FT CONCRETE COVER CONCRETE COVER 2"LAYER OF 1/B"-1/2" 3 . _ � : ii / � . : ii / � 6» A � , WASHEDS7YINE ' El .. . � � � i . / i EL =30' 4" CAST IRON PIPE 6" � � � � � � � � � � � 16" (OR EQUAL MINIMUM PI7rH 1/4 PER FT. RISER CLEAN SAND ISE FLOW LINE s l N 14 EL=26.3' INVERT °° " _ _ 2.0' ° oo O O O O O � O ° EL.= 29 _ CAS INVERT 6" SUMP LEVEL ° ° o 0 0 0 0 0 0 ° o ° INVERT BAFFLE EL.=28.5 INVERT INVERT 0 0 0 ° ° ° EL.= 28. 75 EL.=27-75 EL.= 27.5 _ '3 IN ' ° ° °°_ ° o ° , -- 12" ° ° oo ° ,3 4 (TO BE PLACED ON FIRM BASE) DISTRIBUTION 25 8 ° ° ° ° ° ° ° ° EL.= MECHANICALLY COMPACTED OR B" OF SMNE BOX 1500--GALLONS -54'.X 10.' TRENCH FORMATION -- 7YJ BE WATER TESTED SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 314»WASHED 7n 1_12" SOIL ABSORPTION ~ to DOUB 7i'JNE SYSTEM (SAS) PROFILE OF SEWAGE DISPOSAL SYSTEM NO WATER PARKING LOT LOOP BEACH: CIS. EL=8.0' r' NOT TO SCALE NO TE.. (4) EXISTING FLOW DIFFUSORS 3 FEET OF DOUBLE WASHED STONE 12" UNDER GENERAL NOTES INSTALL TWO. (2) FLOW DIFFUSORS 3 FEET OF DOUBLE WASHED STONE A AD 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 12D UNDER ENDS TITLE 5 AND THE TOWN OF _BARNSTABLE____ RULES AND 54' X 10' X 2' DESIGN CALCULATIONS.' REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NEW 150 GAL SEPTIC TANK 2) ONE CO VER ON SEPTIC TANK SHALL BE BROUGHT TO NUMBER OF BEDROOMS HOUSE(4) GAR.0) 5 WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" GARBAGE DISPOSAL . . . . . . . . . NO 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF TOTAL ESTIMATED FLOW WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ( 110__CAL/BR/DAY x _5 BR.) 550 GAL/DAY 5 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE REQUIRED SEPTIC TANK CAPACITY 1500 GAL USED UNDER OR WITHIN 5 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL _ SOIL CLASSIFICATION . . . . . . . . 1 BE MORTERED IN PLACE. DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH EFFLUENT LOADING RATE . . . . . . .,74 GAL/DAY/S.F. a DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (AREA X RATE) 588 GAL/DAY OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. RESERVE LEACHING CAPACITY . . . 588 GAL/DAY 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR (54 X 10 X .74)+(54f54f10+10 X . 74 X 2) IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 8) PARCEL IS IN FLOOD ZONE___"C"_____. - 9) LOT IS SHOWN ON ASSESSORS MAP _34_ AS PARCEL _53-1__ SHEET 2 OF 2 JOB NUMBER__ 53305 a, ETECTORS REVIEWED BIRPU,Im 3UILDINGEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING _. NEW CORNICE DETAILS TO MATCH EXISTING IX3 / IXS RAKES (T.M.E.) W.G. SHINGLES (T.M.E) = � �� _— — � IX4 IAMB CASING _J! L� IX HEAD CASING — W/ 41/2" EXPOSURE :1 ::3 J' I MATCH EXISTING GARAGE DOOR 5IZE El I I AND STYLE ------------------------ ----------------- --------------------------- FRONT ELEVAT1 ON IX CORNER BOARDS (T.M.E.) 5 G A L E 1 / 4 = 1 — 0 " ADDITIONS TO THE BARN AT THE AD S CGARGIULO RESIDENCE AT ARCHITECTURAL DESIGN SOLUTIONS mashpoe, ma —1-508-477.8930 80 OCEAN VIEW AVE., COTUIT, MA capehouseplarisQ-of-com cell- 774-487-0093 . �4 W-0" 14'—O" �r- I Q � • _ I _ V I ---- --------------- -----1 -----------♦ I \ O _- I 4" GONG. SLAB W/ i——————. i 4" GONG. SLAB W/ FIBER MESH i a : FIBER MESH (3500 P51 MIN.) (3500 P51 MIN.) I I I — 2°" 2'-0'' 15' 8 17 2X6 P.T 51LL W/ ' &ARA&E 5/8" ANCHOR BOLTS SPACED AT 52" O.G. W/ 5" X 5" X 1/4" 5TL..WASHER5 SPACED @ 52"0.6. 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JLIL IDE co IX4 JAM A JAMB SNG IX HEAD CASING VV/4 1/2" EXP05URE Lix CORNER BOAR05 RE AR E L E r A T I ON (T.M.E.) 5 G A L E 1 / 4 = 1 - 0 " ADDITIONS TO THE BARN AT THE ADS GARGIULO RESIDENCE AT AIiCHITECTLIRAL DESIGN SOLUTIONS mashpee, ma VeI-508-477-8930 80 OGEAN VIEW AVE., GOTUIT, MA capchouseplar�sC�aol.cozxi cell-774 487-0093 1 2XIO S @ 16" O.G. Q . - N _ 2XIO'S @ lb" O.G. 2XIO S @ 16" O.G. w LU 2XIO S @ 16" O.G. GOO F 'FRAM I N 6 PLAN S G A L E 1 / 4 = 1 - 0 " ADDITIONS TO THE BARN AT THE ADS /_AR II II O RE-51 1ENCE AT ARCHITEC 1-URAL DESIGN SOLUTIONS L7l'�I�17 VL I�L�J J./L�`t I mashpee, xa�a tel-508-477-8930 50 OCEAN VIEW AVE., COTUIT, MA capehouseplar�s�aoi.com cell-774487-0093 , � �eo�aitdg Sr, 9fu rtg to Rs9ier(Too rta dl 2- 3 tod e6teh em ` E FAirn®aard@a�F�bfler t�rsd-r?�IatJl �'6�:g1 °: $'c�z1 � e�aa'a t�r�j , W Rz ti d ro-3ttum:i g arilg } 2464 2,tsd °aa'ss.ti.; flrj6+ f� i l= rsB' f18 id E A$d A�r7 F aftxtg 0itgtas€ 0 ` .ii»ad:lb MW Ti Sle tlf GAAW 9$tBjt Yp� 9..t d-' A-10d. _: ...w}eM , t BID tg u?«lal.t Gfiosrnu d) 1• 3 fli9i• aactr iow ARCHITECTURAL W sit or`rGp 1�►,�it+s(xa r 1 3' a s1 �t ,: } o Fare la ASPHALT SHINGLES Lief o to �tf Calklo e�i!izit?cT): 3Ta4tt: . �-g6ed s ► asianLed rtoBe",ffm-rOjedE 3-�td erRv 10 3--lod �. . 1 I/2' COX PLYWOOD Ja f 2X10'S @ 16" O.G. €ianst:Jcd®tfar,Jaisi td=rtailet Ft i t < 3x'Atd 446d :• per juist: tt w to BE;4f up oui9 41 3-164 12 - *Y� �4. 3�, _. 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F.: Nal .unuss affieradse mawd secs given iitr mAiia a" wife siaaa amarmw AnownaAio nails of Id 4" GONG. SLAB SLOPED d rnmw ana syuRi o�g�Ra�tgft!fo dro afaac+tied w ornW.4 tpatie taaq de. mxTfaeerf em�tu trdnrteiso ai,d„ 2" +/- TO O.H. DOOR :+.°'x^rl1�:.'�3F•��.�st;�,�.ta�crz �`J+;:+ ..ra.7i'Ra 8" GONG. FR05TWALL ON 20X12 GONG. FOOTING :1f WITH KEYWAY ADDITIONS TO THE BARN AT THE AD s �i GARG_ IULO REVVENGE AT ARCHITEC-I'URAL DESIGN SC>LX-JTON IS v I i maslapee,ma _ --rel-508-477-8930 50 OCEAN VIEW AVE., GOTUIT, MA capehouseplans�aol_com co11-774.-487-0093 5 G A L E 1 / 4 = 1 - 0 " I I JHL IDE T ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING .. .h - NEW:GORNIGE DETAILS. -• ., .: ` TO MATCH EXISTING W.G. 5HINGLE5 (T.M.E.) 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