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0086 COBBLE STONE ROAD
o; a . a i ' 1. r^L M Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street,Hyannis, MA 02601 ww .w.town.barnstable.ma.us Zoning Review for Business Certificate Date 9-12-18 Map �� Parcel Applicant Information Applicants Name CYNTHIA BRYANT-BARIL 0661C 61'c CBRYANTBARIL@OUTLOOK.COM Applicants Address 86�ROAD,BARNSTABLE 02630 Email Address Telephone Number 508-245-0352-CELL Listed ❑ Unlisted ❑ Business Information New Business? Yes No Business is a registered corporation? ------------------------. Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? -_____---0 No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business BRYANT-BARIL BILLING SERVICE Business Address 86 COBBLESTONE ROAD, BARNSTABLE MA 02630 Type of Business MEDICAL BILLING Building Commissioner Office Use Only Conditions Building Commissioner 40 Date Clerk Office Use Only r Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner BARN rns 2 0 Main Street,Hyannis,MA 2 1 >� 0 a See, 0 60 1 ��� www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: 9-12-18 Name: CYNTHIA BRYANT-BARIL Phone#: 508-245-0352 a ve Address: 86 ROAD Village: BARNSTABLE Name of Business: BRYANT-BARIL BILLING SERVICE r�. Type of Business: MEDICAL BILLING Map/Lot: LOT 84 ( �Q (Vc::�- INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the Z following conditions: O • The activity is carried on by the permanent resident of a single family residential dwelling unit,located Q within that dwelling unit. n.. LU • Such use occupies no more than 400 square feet of space. U • There are no external alterations to the dwelling which are not customary in residential buildings,and J there is no outside evidence of such use. O L.L W • No traffic will be generated in excess of normal residential volumes. W Z • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular M M matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. O Z Z = O — • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess =F- � n of normal household quantities. W • Any need for parking generated by such use shall be met on the same lot containing the Customary Home } U � Occupation,and not within the required front yard. � T • There is no exterior storage or display of materials or equipment. O Q • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one U Z pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to U J exceed 4 tires,parked on the same lot containing the Customary Home Occupation. J • No sign shall be displayed indicating the Customary Home Occupation. Z =) p • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be 2, Cr U included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: Date:9-12-2018 Homeoc.doc Rev.06/20/16 t Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.bamstable.ma.us Pre-application for Business Certificate Date 10-11-18 Map V/ Parcel Applicant Information Applicants Name TO�DD B, I Lb[e ��`��r Applicants Address 86 ._ D, BARNSTABLfnail Address GLORICLEAN@COMCAST.NET Telephone Number 508-523-6513 CELL Listed ❑ Unlisted ❑ Business Information New Business? Yes No Business is a registered corporation? ------------------------- Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? --------- es No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business GLORI-CLEAN CARPET AND UPHOLSTERY CLEANING Business Address 86 COBBLESTONE ROAD, BARNSTABLE MA 02631 Type of Business RESIDENTIAL AND COMMERCIAL CARPET AND UPHOLSTERY CLEANING Building Commissioner Office Use Only Conditions t•j',�'J_ A 7�TI�rrrz= = 9 o —r�o=��— P�o—ro �iiov��—��v,►os n t -Building Commissionerff.' f Dates I n i Clerk Office Use Only 4 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner snxxsrns� 200 Main Street,Hyannis,MA 02601 Mass. 1a39. �e� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: 10-12-18 Name: TODD BARIL Phone#: 508-523-6513 Address: 86CjQQ66E8T017E ROAD Village: BARNSTABLE Cobb b�� Name of Business: GLORI CLEAN CARPET&UPHOLSTERY CLEANING Type of Business:Residential and commercial carpet&upholstery cleaning Map/Lot: Lot 84 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the Z following conditions: O ® • The activity is carried on by the permanent resident of a single family residential dwelling unit,located Q p— within that dwelling unit. a LtJ • Such use occupies no more than 400 square feet of space. Uj • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. WLLL. LW • No traffic will be generated in excess of normal residential volumes. . Z • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular O Z Z matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. Z: O — • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess _ ~4.— r of normal household quantities. 1— �' • Any need for parking generated by such use shall be met on the same lot containing the Customary Home 0 Occupation,and not within the required front yard. aL} • There is no exterior storage or display of materials or equipment. a. ® • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one O Z pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to U < exceed 4 tires,parked on the same lot containing the Customary Home Occupation. U) LU • No sign shall be displayed indicating the Customary Home Occupation. p • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be cc U included. • No person shall be�em the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,hav a agree with the above restrictions for my home occupation I am registering. Applicant: Date: D ' "J Homeoc.doc Rev.06/20/16 i Town of Barnstable Building Permi . : Posl�This.Cartl So That�t��s V�s�ble�F.ro�m he,Stree 5-A► ; roved�Plans�Must�eRetamed on ,ob and this Carc!11fl, �' , e K ,yt =��; ►. YAAAl81'A i. ' �""�r, �.g �. .�.s''1- 'n ^ ., �'' ' ;2' V...; f� _ �y ...���#,� � 3 .ter; q£ r. f' ' ,.! � "'�"� ;Poste .Until F�nalrts ectton�Has Been Matle ppy� ' � �. y �' � ° � �° - '' '°� Where a Ce.; ificate of�Occu anc,: s=Re u,�retl�suc `"Buldin 'eshall . t°be Occu red£ur�t�i.a.ftnal lns ect�on h , fib, n�as`f�. Permit No. B-17-468 Applicant Name: ROBERT A GUENARD Approvals Date Issued: 04/13/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 10/13/2017 Foundation0k) / 47 Location: 86 COBBLE STONE ROAD,BARNSTABLE Map/Lot 316-062 Zoning District: RF-1 Sheathing: ,` Owner on Record: SULLIVAN,THOMAS E TRContractorName GREAT DAY IMPROVEMENTS, . framing: 1 Address: PO BOX 1121 n 2 BARNSTABLE, MA 02630 Contractor Ucens168562 Chimney: Description: BUILD A 21 1/2 X 14 ALUMINUM&GLASS SEASON L SUNROOM ON Est Per ject Cost: $47,492.00 F Insulation: REAR OF HOUSE.WITH PEIR FOOTINGS UNDER BEARING POINTS Permit fee: $292.21 TOTAL OF#412'.'X48"DEEP PEIR FOOTINGS. ,. z F�Pacl: $292.21 Final: Project Review Reg, BUILD A 21 1/2 X 14 ALUMINUM&GLASS S�EAS®NA SUUNR®OM ate: 4/13/2017 ON REAR OF HOUSE.WITH PEIR FOOTINGS UNDERBEARI Plumbing/Gas POINTS TOTAL OF#412"X48" DEEP PEIR FOOTINGS Rough Plumbing: 3 Final Plumbing: Building Official ' Rough Gas: This permit shall be deemed abandoned and invalid unless the work.authorized by this permit is commenced within six months after�ssuance. All work authorized by this permit shall conform to the approved application and'the'approved construction documents'for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. F This permit shall be displayed in a location clearly visible from access street or'road and shall be maintained open for pub11 Ainspection for the entire duration of the work until the completion of the same. ` ' Electrical bq Service: The Certificate of Occupancy will not be issued until all applicable signatures by thelBuildmg andyFirelmffiaals are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OFMARNSTABLE BUILDING PERMIT APPLICATION Map Parcel © Application -Health Division Date Issued Oy eA Conservation Division toipqv Application Fee Planning Dept. Permit Fee lie. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis a J Project Street Address D f!o o��a le— S-(® je-- 1 d Village __ ,4�2,cJ S'fo, 1,e— � Owner f�i ors+�5 5 i Ua 'j Address $fo ✓ �� Telephone Permit �Request �v,�� a �z J y A/uwej v t, G 1 S SS s e�®,� ( a f f O IN'fS "fo o N X 06we ie��C aofy"i c[ S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 2 911 Zoning District Flood Plain Groundwater Overlay Project Valuation A716 o'� Construction Type 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 XNo 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 , .j� Total Room Count (not including baths): existing new First Floor Room:Count .5 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other 8 a Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: W6Yesj§P No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑exist' g ❑ new, size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes /n ❑ No If yes, site plan review# Current Use &4►'D Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name '`�5��f lovew°' Telephone Number 3 3 D ` No " /6 o p I Address �o ���5 S� >>SSM U License# 6 5 © 9 q 9 'P-Yo�j 0 Home Improvement Contractor# Email dn5f-0-J 60AT Worker's Compensation # 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 :FRAME r INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. .0 500 Myles Standish Blvd. bract Taunton, MA.02780 i Main: 508-822-1966 age 2 —for MA Residents PATIO': A Toll-free: 888-333-1966 MA Reg.416a569:R1 Reg.#16788 ENCLOSURES Fax:508-821-9339 erarowrniovanours,uc www.patioenclosures.com F Date � 20 Seller agrees to furnish labor and materials at Buyer's request, and for the contract amount, to comp) to the work described above, subject to the terms and conditions which appear-on both P 1 pp Page 1 &Page 2 and on the REVE SE sides Of contract. Work to start approximately weeks from the date of this co tract and to be completed appro imately weeks after commencement if not delayed by building permit, delivery of m terials,weather, strikes, fires,mor�ther conditiotris beyond Seller's control. The completion date is not of the essence. Buyer represents and warrants tha egal title to the property, which i to be improv is i fol i ng;o er(s): I. I l NOTICESI I 1. Seller and/or all subcontractors, if any, who perform,on this contr ct,and who are not paid, may h e e a claim a �:'nst;.you tom.+ .. which may be enforced against the property being ii'nproved in ac ordance with the applicable lien laws. ,. I 2.YOU,THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY f IME PRIOR TO MIDNIGHT OF THiE THIRD BgSINESS DAY AFTER THE TRANSACTION DATE(THE DATE ON WHICH YOU SIGN THIS CONTRACT). SEI�THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF tHIS RIGHT.THIS RIGHT IS IN ApTION TO ANY ,RIGHT YOU OTHERWISE MAY HAVE TO REVOKE YOUR OFFER; i i 1 The contractor and the homeowner hereby mutually agree,in jadvance,,that in the event the-icontractor`ift a dispute concerning this contract,the contractor may submit such dispute to a private arbitration'service which has been approved by the Secret1. ary of the Executive Office of Consumer Affairs and Busine Regulations and the consumer shall be require Jo,.submllt to such arbitration as provided in MGLC 142A Contractor VVT— 1... NOTICE: The signatures of the parties above apply ONLY to toe agreement of the a ies t iaitemative dispute settlement initiated by the contractor. The owner may initiate jaiternative dispute blutio :even'where j is. section is not separately signed by the parties, WHERE REQUIRED,HOMEOWNER TO GET PERMIT. . Source of Sale: Contract Price $ .; _7 f THEtnOWN PAYMENT SHALL E A I Down Parent $ NONREFUNDABLE DEPOSIT NCE THE THREE-DAY TO rc � CANCELLATION PE_RIOD.HAS EXPIRED. i Balance Due Upon Substantial Completion 1 yea Y);6d THIS CONTRACT CONSTITU S THE ENTIRE UNDERSTANDING OF THE PA�TIES. $ 7 .*�. Customer acknowledges receipt of a copy of this contract,product Warranty a. >:d ""libate: o ncellation. DO NOT SION:THISCONTRACT IF THE,E ARE.ANY BLANK SPACES i Date Down payment Received o ale Represeitetive) I (Customer Signature)1 i � f Subject to the terms and conditions which appear on both Page 1 and Page 2 and REVERSE sides of tf�is contract ) CORPORATE OFFICES:720 Highland Road EI I Macedonia,OH 44056 1800-230-830.1 s GREAT DAY, �i GREATDAYIMPROVEMENTS.COM PAnOEWCLOSURES.CUM STANEI(WINDOWS.GOM I ira' I I ' CS-262 REV 2/16 i Town of Barnstable Regulatory Services MAS& E, Richard V.Scali,Director �'g�9. , Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �'+ �•� %�! � , as Owner of the subject property hereby authorize J &6 6v 5�0 act on my behalf, in all matters relative to work authorized 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 installed and all final inspections are p-rformed and accepted. Signatyre if Own r Signature of Applicant Print Name Print Name - 3 � � � Date m T fleaPoffO '--- G2' Iq !Sw••&� i Gc^T • �3 dl �i n � , o /79.3z S /G-- I tA reIA9'77Jc F�/✓DgT/o�/ S?t�=�-�! [l�l?Lnnt cc>f•L//�i_c_/y� w�:,..i. G'G''�+-� S�� T'i? r L- cC E*� of La��/aA/ . go DAMES C. MOOF.E ✓?+./P-El- ENcC- 9O T0.332J3 - 4-c' 71/ L� Try���1 S'u/liiAa/ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map —Parcel Qte Z Application Health Division StE£ *44C-LOSS-® die -t ��► Conservation Division \� - Permit# Tax Collector I/ I Date Issued to Treasurer /` Application ee.�2 rVW Planning Dept. D ermit Fee - 00 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis r( Project Street Address 96 C4f Village 9 *&Frt-__= Owner Tk4 Mft' � Address Do i q z6 � � Telephone = � ep Permit Request Svc TV C_ Square f t: 1 st floor:existing proposed 2nd floor:existing proposed Total new _1�_ `J Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type 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 Flo On Old King's Highway: ❑Yes ❑No Basement Type: O'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) t'-11G Basement Unfinished Area(sq.ft) ,.'►i/ Number of Baths: Full:existing new � C�` Half:existing new N. Number of Bedrooms: existing new =5 ' Total Room Count(not including baths):existing F `,_ new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other N/L Central Air: ❑Yes ❑No r'j/�ireplaces: Existing New All(- Existing wood/coal stove: ❑Yes, ❑-No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing 1 ❑news-_size ". t � _ Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: `7f Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ y Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name `ow(-" &VWSf Co-cy� :5 Telephone Number`' Address Pa" �a�C �7Q� License# Cow A 0 26.E Home Improvement Contractor# 14 6 2-?4( Worker's Compensation# 8 714 `27 6- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 80.9BvpA Te-Aw sfeR SIGNATURE DATE 10114 /a • r FOR OFFICIAL USE ONLY PERN,IT NO. ti Y DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE, OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ) I ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'r FINAL BUILDING DATE CLOSED OUT i i ASSOCIATION PLAN NO. - r UN MAC Installation Manual 214 SolarMount Code-Compliant Planning and Assembly TECT0N rt � 29 March,2004 1500 -ARK AVrNJ1= Mr. John Liebendorfer - _ FR�f RYVII l E UniRac,Inc. C.ALIFORN-A 3201 University Blvd SE,Suite 110 Albuquerque,NM 871 Ob-5635 TES.0 740 2400 t FAX 510 740 24C5 Subject: Engineering Certification for UniRaC s SolarMountT ww:v tectaa cs-oe.rom Universal PV Module Mounting System Dear Mr.Liebendorfer, Attached is the UniRac Calculation worksheet and Installation Manual 4214,Pub. 040316-1ii, Copyrighted by UniRac,Inc.,Larch 2004,20 pages. I have reviewed these calculations, 9nd certify their results are accurate.. The calculations determine the design level forces for wind, as prescribed in.the California Building Code- The' adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the'anchorage requirements for the itistallation,and this requirement is properly represented in Installation Manual#214. The calculations are based upon: r I.- "The 2001 California Building Code,California Code of Regulations",based on the 1997 "Uniform Building Code,Volume 2:Structural Engineering Design Provisions",by International Conference of Building Officials,Whittier,Ca, 1997,and California Building Standards Commission,Sacramento,California,2001. 2. `Magual of Steel Construction: Load Resistance Factor Design",3rd Ed,American Institute of Steel Construction,Chicago,IL.,2001. 3. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association,Washington D.C.,2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data - Pbtained from Walter Gerstle,PE,Department of Civil Engineering,University of New Mexico, Albuquerque,NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building-codes listed above when they are installed per the "SolarMount Code- Compliant Planning and Assembly", Instillation Manual #214, Pub. 040316-1 ii, Copyrighted by UniRac,Inc.,March 2004. Please call me if�yptr er a%.questions`or concerns.-_ Sincerely s Brian Spri E",6- ArAire Cis Planners �T TECTONICS %, •. cry• , •`r. _ 77 • `\���a`' Fnginccrs Architects/Planners I��- ' trtil ii7ii�� SAN FRANCISCO- EMERYVILLE—_ 2 SAN DIEGO MAY-24-06 02 :30 PM TALANIAN BUNKER INS AGCY 781 659 2499 P. 01 ' NOTICE OF ASSIGNMENT P bYER: COMBO I.D. STATUS OF EMPLOYER CONRAD GEYSER DBA COTUIT SOLAR 000055549 Individ 1 P 0 BOX 89 COTUIT, MA 02635 COVERAGE GROUP 0055549 ' Coverage under this assignment i The Waiver of Our Right to applies to Massachusetts Recover from Others Endorsement operations only. For cove age is available on Pool policies. outside of Massachusetts, q9ntact Contact your agent for details. the appropriate Pool or Plan for that state. - INSURANCE COMPANY: DON BUNKER INS AGENCY G R' 320 WASHINGTON ST RANITE STATE INS CO R96KER,. NORWp.LL, MA 02061 RESIDUAL MARKET OPERATIONS P 0 BOX 409 PARSIPPANY, Na 07054-0409 (800) 645-2259 NOYFEIN:028343479 FI ATI F U fir CLASS ESTIMAT D RA D i CODE TOTAL ANNUAL PREMIUM REMUNERATION HINERY OR EQUIPMENT ERECT OR REPAIR NOC &OR 3724 $60,000 6,88 $4,128 ET METAL WORK-SHOP & OUTSIDE-TTOC & DRIVERS 5538 $0 6.72 $0 T BUILDING OR REPAIRING & DRIVERS: MA ACT 6834 $0 4.15 $0 . L. BING NOC & DRIVERS 5183 $0 4.80 $0 LOYERS LIABILITY 100/100/500 9845 ARD PREMIUM $4,128 1 X ENSE CONSTANT 0900 $284 E RORISM CHARGE 9740 S18 j 5 XMATED ANNUAL PREMIUM $4,430 I� ASSESS. 4.4% OF STANDARD PREM, $182 . y? 9 --- =.'� 5 ANNUAL PREM. PLUS ASSESSMENT $4,612 ALLMENT BABIB: Annual DEPOSIT PREMIUM: $4,612 s; ... THIS IS NO T A BILL t ;pMONTS erage effective 12:01 AM on 05/05/06 ; ATEOFNOTICE. 05/05/06 PREPARED BY: Paulette Hof fr an ' EXT 514 i I • VOLUNTARY DIRECT ASSZGMMNT f � ETTER ID: 1008555 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street- Boston,MA 02110 (617)439-9030 FAX(617)439.6055•www.wcrlbma.org Town of Barnstable Regulatory Services vMASS '$ Thomas F.Geiler,Director Building]Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA W01 www.town.b arnstabl e.ma.us Office: 508-862-403 8 Fax: 50 8-790-623 0 Property Owner Must Complete and Sign This Section. If Using A Builder I, T°VA S(J •,s,.r ,as,Owner of the subject property hereby authorize LA (C)7 to c onmy behalf, in all matters relative to work authorized by this building permit application for. J• S JDA',C� (Address of Job) Signature o Date N Al; 5u uU Al Print Name Q:FORMS:o WNEUERNMSION S Q LA-N #�►o R u LC 06 T E E 130 LT i p Q,.a b L X P- s t 2 A ` S �f�T► B ' FL A- IPP- ` z \ -.._�y Operation and Maintenance A separate return wire or wires may be required 'r No routine maintenance is required.However it is to run the positive and negative terminations of r advisable to perform periodic inspection of the the series string of modules to the load.Male modules for damage to glass,backskin,or frame. and/or female connectors pre-attached to wires Check electrical connections for loose may be used at the string terminations for return connections and corrosion. wire connections and/or for source circuit box terminations. PV modules can operate effectively without ever being washed,although removal of dirt from the EC-100-G Series modules also have bypass front glass can increase output.The glass can be diodes installed. - washed with a wet sponge or cloth.Wear'rubber gloves for electrical insulation. ; Electrical Ratings* EC-94-6 EC-1102-6 EC-110-6 EC-115-6 Pp 94 102 110 115 Vp - 16.7 17.0 17.2 17.3 1p 5.63 6.00 6.40 '6.65 Voc 21.5 21.5 21.5 21.5 Isc 6.86 7.05 7.22 7.26 Cells 72 72 72 72 , Maximum Series Fuse 15A UL Rated System Voltage 600V TUV Rated System Voltage 800V 'At STC(Standard Test Conditions)1000 W/m2 25°C cell temperature,AM 1.5 spectrum Minnnum Specified Power Rating is 90% of above power rating.All modules are factory-inspected to produce at teast 96%of above power rating,other specifications are +/-10%.Specifications subject to change without nonce.25 year limited power warranty.Complete warranty mailable on request. Note:This document may be provided in multiple languages.. If there is a conflict among versions,the English language version dominates. - TEMPERATURE EFFECTS I-V CIIARACTEElIS41C5' ' t 8.0 / . Vp=—0.53%/°C 7_0 EG115 NOCT=44°C 6.0 Voc=—0.41%/°C Isc=.+0.088%/°C Q 5.0 EC-94 EC-102 c } ? '4.0 v 3.0 2.0 s 1.0 0.0 0 5 10 15 20 25 } Voltage M �0:16 ( 4J GROUNDING'HOLE 25 69 (b53) 1 25 (31 75) 20 0 31509) 0 3 26 (83J r b27 (159) :< j JUNCT ON BOX 026 (fbb 6)FOR LT 0 oIN . . M ter:. S AFETY LABEL °p "' CABLES.' +n.. o. : ' �n N CONNECTORS; STANDARD EVERGREEN CLEAR ANODkZED A LUMINUM FRAME -.. 0 .... ....... ............................ ........ :::JL b ( 4) X 4 G ROUNDING HOLE �01b�(�b GROU Dt G HOLE . .. 2 0;03 (5Q9j PC TREWS X 8 ' RO7RUDE 08=(2mm} 1 39 24 40 620 .. _. ,.. .� EC-94/102 110/115-6 Dimensions: inches [mm' ` I \ � 1 bc RID 03 H 4 - z P—a of s � eimpH _a,. x V A 1 1 r FIJ __._..._- -_-._ - --- f ....._...._._...___... - -I f f III E I � i -- _. ._.__.............................. v. r , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# f -7 Health Division Am --(-g CDate Issued 4- � /_�� -t� Lo/f' 0 Conservation Division f G5 �O A lication Fe 1 Tax Collector - '�- Permit Fee i �� Treasurer SEPTIC SYSTEM MUST BE J o� INSTALLED iN COMPLIANCE Planning Dept. NIAL- 1 7/0 i �fy WITH TITLII. Date Definitive Plan ro d by Plagning Board 10 (^�'' � ENVIRONMENTAL CODE AND , , TOWN REGULATIONS q , Historic-OKH; Preservation/Hyannis Project Street Address Village &A-s-r ug,Co 661 e 5 °tee Owner I N%_ !k J s y_,Q A St, k,,V AiQ Address AQV `12A S 6-MA 020 Telephone 6 - 362 a- 0(49 a Permit Request ® 0).e 00 .S � . Square feet: 1 st floor: existing 1` proposed 1905' 2nd floor: existing [ proposed Total new 33 Zoning District - Flood Plain Lin Groundwater Overlay Project Valuation S~ 00-0 Construction Type o2X(v LA)qcD fi2"*9_ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )iII! Two Family O Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes A No On Old King's High Y oNo Z: n Basement Type: V Full 0 Crawl ❑Walkout ❑Other "J Basement Finished Area(sq.ft.) , Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 16new qHalf:existing J1! never Number of Bedrooms: existing l►4 new `A r n Total Room Count(not including baths): existing new Ib First Floor Room Count I i PvLj r rPi Heat Type and Fuel: )fGas ❑Oil 0 Electric ❑Other Central Air: A Yes ❑ No Fireplaces: Existing New I Existing wood/coal stove: ❑Yes _�i No Detached garage:0 existing ❑new size Pool:0 existing ❑new size Barn:O existing ❑new size Attached garage:O existing Xnew size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes '56.No If yes,site plan review# Current Use L f\l t Proposed Use _i y.(e Oq t'bbWA� d ? G �I V BUILDER INFORMATION -26 Name Telephone Number Address J License# Home Improvement Contractor# F A 0 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULT I ECT WILL BE TAKEN TO SIGNATURE DATE -��b FOR OFFICIAL USE ONLY i PERMIT NO. DATE ISSUED MAP/PARCEL NO. a ADDRESS VILLAGE OWNER e S� © - woe-lam ©Ic !�- '0� ►� °� DATE OF INSPECTION: FOUNDATION ��t7 o�- t FRAME rC. —l f9 = G Sr p 2 j INSULATION FIREPLACE 1 i ELECTRICAL: ROUGH FINAL Y PLUMBING: ROUGH FINAL III GAS: ROUGH. FINAL FINAL BUILDING � f ` DATE CLOSED OUT' ASSOCIATION PLAN NO Q �, €*a ¢ W r r Y � � c TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 316 062 GEOBASE 11) 23215 ADDRESS 86 COBBLE STONE ROAD PHONE BARNSTABLE ZIP - LOT 84 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 88939 DESCRIPTION CERTIFICATE OF OCCUPANCY PERM T TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: D ARCHITECTS: Department of� Regulatory Services g Y TOTAL FEES: $25.00 BOND $.00 �tME CONSTRUCTION COSTS $.00 756 CERTCEEU 'E SL?c vCCUPANCY 1 PRIVATE * BARNSTABLE, + MASS. 1639. 6 t li BUIL ING SIGN BY DATE ISSUED 12/08/2005 EXPIRATION DATE. TO�Yt�N of BARNSTABLE . . T�JLLDIN� �ERi�I� PJ' CEL ID 31- 962 GEOBASE ID 23215 ADDRESS 66 COBBLE STONE ROAD PHONE _BARTI STABLE ZIP - LOT, 84 BLOCK LOT SIZE DBA ` DEVELOPMENT DISTRICT BA PERMIT 83276 DESCRIPTION CONSTRUCT NEW` HOUSE- 2 CAR GARAGE; PORCH PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLD6 PMT CONTRACTORS: PROPERTY OWNER Departmentof ARCHLTECTS: Regulatory Services TOTAL FEES: $2,070.00 BOND ° ,� $.00 . CONSTRUCTION $467,072-00 101 SINGLE FAME HOME,.IETACHED 1 PRIVATE 't,Or. 0t� MASS. C a 1639. 1 BUILDING DIVISION BY DATE ISSUED 04/07/2005 EXPIRATION DATE '� a4 4 •. .�"�' {' ,�, .gym ,,,,x,\... \; .r .-'/ sr, TOWN ,bF BARNSTABLE BUILDING PERMIT �Q 'ywY �,_. PARCtL ID 316 ` s2 GROBASE ID 2321� ,.� r: ADDRESS 66 COBBLE STONE ROAD M PHONE : RNSTABLE .- ZIP -_ LOT BLOCK LOT BILE _64,� ' _ DBA DEVELOPMENTBA r - - PERt+_VT t'F ff3276 DESCRIPTION CONSTRUCT NEW" HOUSE-�Z CAR GARAGE, PORCH PERMIT TYPE, BUILD TITLE NEW RESIDENTIAL �s ? PAST CONTRACTORS:, PROPERTY OWNER ARCHITECTS: Department Of .Regulatory Services TOTAL FEES=, y. $2,0, 0.00 w. ..4 BOND CONSTRUCTION CO TS 101 SZ GLE_�FAM HO€if DETACHED. I PRIMATE t* 0ax 1 MASS. C a s639. it .t } B I I!' U N D VISION BY DAT9 iSSC D . 04/07,/20a5\ EXPIRATION DATE - THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR.ANY PART THEREOF, EITHER TEMPORARILY OR.PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED f FOR ALL CONSTRUCTION WORK: —APPROVED PLANS MUST BE RETAINED O B•AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS --THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS)BEEN MADE.WHERE A CERTIFICATE OF'OCCU-, ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE; ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE: 4.FINAL INSPECTION BEFORE OCCUPANCY. —� BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 v1J� Jlv� 1 / / — "mil 3 rfS U vjc 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT • r N /� 2 Fi✓�� 3 a /yl.A,. BOARD OF HEALTH OTHE SITE PLAN REVIEW APPROVAL e. WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OP GATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION.. NOTED ABOVE. TION. s Town of Barnstable �OFZHE tp� ' Regulatory Services * Thomas F.Geiler,Director saaNSTAHLE, Mass. 039. �,. Building Division lent Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION L / Please Print DATE: )- as _ /, JOB LOCATION: 0 co 6t0 Mr6T C1 IZ?oq �� �� v ��� number street village . "HOMEAWNER": l y►yYUI i�S G SL( 8 tlt �0 8-36 a- 6(�2- �'�y►�>✓ name //�� /home phone# work phone# CURRENT MAILING ADDRESS: PO+ ,&N I/ 2< AA2M.sTAOZ OdO 0 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 sutiervisor. 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' pec ' proc d es and requirements and that he/she will comply with said procedures and requirements. Signature of H meo /rVa 0 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 t amend and adopt such a fomi/certification for use in your community. Q:forms:homeexempt RESENTIAL BUILDING PERNIIT ID FEES AF ACATION FEE , New Buildings $100.00 Residential Addition $50.00 - ` Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot- -7 x.0041= plus from below(if applicable) ALTg,RATIONSMNOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) GARAGES(attached&detached), .0041= square feet x$3Vsq.ft._ ACCESSORY$TRXTCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100.00 >15oo sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS a Open Porch x$30.00= (number) Deck x$30.00= (number) / • � S FireplacelChimney C x$25.00=(number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation[Moving $150.00 (plus above if applicabl-.) Permit Fee Prolcost Rev:063004 86isk_ BC CALCO 2003 DESIGN REPORT - US Wednesday,April 06,2005 15:43 Double 1 3/4" x 14" VERSA-LAM@ 3100 SP File Name: - an1-s�tl+i Job Name: Sullivan Residence Descript' :2nd fl header leading to family room Address: 86 Cobblestone Rd Specifie City,State,Zip: Barnstable, Ma Designer: Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 4 1 I 5 3 2 Standard Load-40 psf 110 psf Tributary 08-00-00 ..u,x .,.:.,w,. w,a,,.,. BO 08-00-00 B1 09-00-00 62 3388 Ibs LL 12572 Ibs LL 4197 Ibs LL 1255 Ibs DL 6875 Ibs DL � � A �1 � � 2012 Ibs DL Total Honzontal Length,.-17-00-00 rT, . ,, General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 17-00-00 Live 40 psf 08-00-00 100% Member Type: Floor Beam Dead 10 psf 08-00-00 90% Number of Spans: 2 1 wall Unf. Lin. Left 00-00-00 17-00-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 17-00-00 Live 20 psf 08-00-00 100% Dead 10 psf 08-00-00 90% Slope: 0/12 3 roof Unf.Area Left 00-00-00 17-00-00 Live 30 psf 16-00-00 115% Tributary: 08-00-00 Dead 15 psf 16-00-00 90% 4 RB01 Conc. Pt. Left 10-00-00 10-00-00 Live 2429 Ibs n/a 115% Dead 1680lbs n/a 90% 5 additional attic Unf.Area Left 14-00-00 17-00-00 Live 20 psf 02-03-00 100% Live Load: 40 psf Dead 10 psf 02-03-00 90% Dead Load: 10 psf Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable Duration Load Case Span Location Moment 16350 ft-Ibs 49.0% 115% 3 2-Left Disclosure Neg. Moment -16350 ft-Ibs 49.0% 115% 3 1 -Right The completeness and accuracy of End Shear 4434 Ibs 40.7% 115% 5 2-Right the input must be verified by anyone Cont.Shear 9892 Ibs 90.8% 115% 3 2-Left who would rely on the output as Total Load Defl. U981 (0.11") 24.5% 5 2 evidence of suitability for a Live Load Defl. U1401 (0.077") 25.7% 5 2 particular application. The output Total Neg. Defl. -0.03" 5.9% 5 1 above is based upon building Max Defl. 0.11" 11.0% 5 2 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets Code minimum(U240)Total load deflection criteria. products must be in accordance Design meets Code minimum(U360)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for 61 is 6-1/2". you have any questions, please call Minimum bearing length for B2 is 2-1/8". (800)232-0788 before beginning Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAMT1A, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRANDT"" VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 I t i BC CALC®2003 DESIGN REPORT - US Wednesday,April 06,2005 15:43 BOISE- Double 1 3/4" x 14" VERSA-LAM(g) 3100 SP File Name: Post&Beam Sullivan.BCC: FB01 Job Name: Sullivan Residence Description: 2nd fl header leading to family room Address: 86 Cobblestone Rd Specifier: City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" d b=3" c=3-3/8" a d=12" • T • • j C a tbh soisw BC CALC® 2003 DESIGN REPORT - US Thursday,April 07,2005 07:09 Double 1 3/4" x 16" VERSA-LAM® 3100 SP File Name: Post&Beam Sullivan.BCC: F606 Job Name: Sullivan Residence Description: attic beam over loft area left of stairs Address: 86 Cobblestone Rd Specifier: B City,State,Zip: Barnstable, Ma Designer: Bill Campbell � O� Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: t/ Standard Load-40 psf 10 psf Tributary 14-06-00 BO B1 4640 Ibs LL 4640 Ibs LL 1286 Ibs DL 1286 Ibs DL Total Horizontal General Data Load Summary Version: US Imperial ID Description Load Type Ref. End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 14-06-00 100% Member Type: Floor Beam Dead 10 psf 14-06-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 23704 ft-Ibs 63.4% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 14-06-00 End Shear 4938 Ibs 45.6% 100% 2 1 -Left Total Load Defl. U420(0.457") 57.1% 2 1 Live Load Defl. U536(0.358") 67.1% 2 1 Live Load: 40 psf Max Defl. 0.457" 45.7% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 2". The completeness and accuracy of Minimum bearing length for B1 is 2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" with the current Installation Guide b=3„ d and the applicable building codes. —L— To obtain an Installation Guide or if c=4" a you have any questions,please call d- 12 • I • • (800)232-0788 before beginning C product installation. BC CALC®, BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMM • • VERSA-LAM®,VERSA-RIM®, a VERSA-RIM PLUS®, �— VERSA-STRANDM, —, b VERSA-STUD®,ALLJOIST®and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 -53 36K L C' i �0iSE- BC CALCO 2003 DESIGN REPORT - US Wednesday,April 06,2005 15:43 Double 1 3/4" X 9 1/2" VERSA-LAM@) 3100 SP File Name: Post&Beam Sullivan.BCC: FB02 Job Name: Sullivan Residence Description: header over living rm/foyer Address: 86 Cobblestone Rd Specifier: City State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 110 psf Tributary 16-00-00 I an BO 131 Ibs LL 3360 Ibs LL 889 l 889 bs DL 889 Ibs DL Total Horizontal Length=10-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 10-06-00 Live 40 psf 16-00-00 100% Member Type: Floor Beam Dead 10 psf 16-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 11154 ft-Ibs 79.9% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 16-00-00 End Shear 3608 Ibs 56.1% 100% 2 1 -Left Total Load Defl. U285(0.443") 84.3% 2 1 Live Load Defl. U360(0.35") 100.0% 2 1 Live Load: 40 psf Max Defl. 0.443" 44.3% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2„ d with the current Installation Guide b=3„ b and the applicable building codes. /4"= —' To obtain an Installation Guide or if d c=2-3-3 a you have any questions,please call T (800)232-0788 before beginning product installation. C BC CALCO, BC FRAMER®, BCIO, BC RIM BOARD TM BC OSB RIM BOARD-, BOISE GLULAM-, \ VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALC®2003 DESIGN REPORT - US Wednesday,April 06,2005 15:43 Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: Post&Beam Sullivan.BCC: RB01 Job Name: Sullivan Residence Description:structural ridge over family room Address: 86 Cobblestone Rd Specifier: City,-State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 12 . 1 Standard Load-30 psf 115 psf Tributary 10-00-00 2429 Ibs LL t 2429 Ibs LL 1680 Ibs DIL 1680 Ibs DL Total Horizontal Length`14-06 00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-06-00 Live 30 psf 10-00-00 115% Member Type: Roof Beam Dead 15 psf 10-00-00 90% Number of Spans: 1 1 ceiling Unf.Area Left 00-00-00 14-06-00 Live 5 psf 07-00-00 100% Left Cantilever: No Dead 10 psf 07-00-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 10-00-00 Moment 14893 ft-Ibs 60.9% 115% 3 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 3548 Ibs 38.4% 115% 3 1 -Left Total Load Defl. U302(0.577") 59.7% 3 1 Live Load: 30 psf Live Load Defl. U510(0.341") 47.0% 3 1 Dead Load: 15 psf Max Defl. 0.577" 57.7% 3 1 Partition Load: 0 psf Duration: 115 Notes Disclosure Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 61 is 1-1/2". evidence of suitability for a Member Slope=0,consider drainage. particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design of BOISE engineered wood Bolts are assumed to be Grade 5 or higher. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 1/2 in.Staggered Through Bolt To obtain an Installation Guide or if you have any questions,please call a=2" b d (800)232-0788 before beginning b=2-1/2" product installation. c=4" —l— BC CALC®, BC FRAMER®, BCIG, d=24" a BC RIM BOARD TM, BC OSB RIM No BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, C VERSA-STRAND'rm, VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALC®2003 DESIGN REPORT - US Wednesday,April 06,2005 16:51 Triple 1 3/4 x 24 VERSA-LAM® 3100 SP File Name: Post&Beam Sullivan.BCC: F1304 Job Name: Sullivan Residence Description:Garage beam(Mid) Address: 86 Cobblestone Rd Specifier: City,-State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 119 psf Tributary 14-00-00 BO B1 7000 Ibs LL 7000 Ibs LL 2613 Ibs DL 2613 Ibs DL Total Horizontal L ne gth_-_25-00-.00_ General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 25-00-00 Live 40 psf 14-00-00 100% Member Type: Floor Beam Dead 10 psf 14-00-00 90% Number of Spans: 1 1 stub wall Conc. Lin. Left 06-00-00 06-00-00 Live 0 plf 14-00-00 90% Left Cantilever: No Dead 30 plf 14-00-00 90% Right Cantilever: No 2 stub wall Conc. Lin. Right 06-00-00 06-00-00 Live 0 plf 14-00-00 115% Dead 30 plf 14-00-00 90% Slope: 0/12 Tributary: 14-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 59976 ft-Ibs 49.7% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 8142 Ibs 33.4% 100% 2 1 -Left Dead Load: 10 psf Total Load Deft. U535(0.56") 44.8% 2 1 Partition Load: 0 psf Live Load Deft. U737(0.407") 48.8% 2 1 Duration: 100 Max Defl. 0.56" 56.0% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 2-1/8". particular application. The output Minimum bearing length for 131 is 2-1/8". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Nailing schedule applies to both sides of the member. with the current Installation Guide Member has no side loads. and the applicable building codes. Concentrated loads are not considered in side load analysis. To obtain an Installation Guide or if you have any questions,please call Connectors are: 16d Sinker Nails (800)232-0788 before beginning product installation. a=2" b=3" d BC CALC®, BC FRAMER®, BCI®, c=5" a BC RIM BOARD- BC OSB RIM d= 12" T BOARD TM BOISE GLULAMTM e=3" VERSA-LAM®,VERSA-RIMS, o • � o • o VERSA-RIM PLUS®, VERSA-STRAND- o o VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. e �I Ib Page 1 of 1 noia ' BC CALCO 2003 DESIGN REPORT - US Wednesday,April 06,2005 15:43 Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: Post&Beam Sullivan.BCC: F1303 Job Name: Sullivan Residence Description:Garage beam toward house Address: 86 Cobblestone Rd Specifier: -- City,•State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 2 Standard Load-40 psf 110 psf Tributary 11-03-00 o BO 131 2628 Ibs LL 2628 Ibs LL 1109 Ibs DL 1109 Ibs DL ------ — ►Total_Honzontal Length v0970 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-06-00 Live 40 psf 11-03-00 100% Member Type: Floor Beam Dead 10 psf 11-03-00 90% Number of Spans: 1 1 wall Unf. Lin. Left 00-00-00 09-06-00 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 09-06-00 Live 20 psf 05-02-00 100% Dead 10 psf 05-02-00 90% Slope: 0/12 Tributary: 11-03-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 8877 ft-Ibs 63.6% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 3115 Ibs 48.5% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U395(0.288") 60.7% 2 1 Partition Load: 0 psf Live Load Defl. U562(0.203") 64.0% 2 1 Duration: 100 Max Defl. 0.288" 28.8% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(L/360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation User Notes of BOISE engineered wood No roof loads products must be in accordance with the current Installation Guide Connection Diagram and the applicable building codes. To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design you have any questions, please call Member has no side loads. (800)232-0788 before beginning product installation. Connectors are: 16d Sinker Nails BC CALCO, BC FRAMERO, BCIO, a=2 b d BC RIM BOARD1m BC OSB RIM b=3 BOARDTM, BOISE GLULAMTM c=2-3/4" a �• • \ VERSA-LAMO,VERSA-RIMO d=12" •, � VERSA-RIM PLUSO, VERSA-STRANDM, C VERSA-STUD®,A TO and AJST"'are trademarksrks of of Boise Cascade Corporation. Page 1 of 1 Roia ' BC CALCO 2003 DESIGN REPORT - US Wednesday,April 06,2005 15:43 Double 1 3/4" x 18" VERSA-LAM@ 3100 SP File Name: Post&Beam Sullivan.BCC: FB05 Job Name: Sullivan Residence Description: attic beam over loft area left of stairs Address: 86 Cobblestone Rd Specifier: - City,-State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: Post&Beam of Cape Cod Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-20 psf 110 psf Tributary 14-06-00 AL i BO 131 2900 Ibs LL 2900 Ibs LL 1627 Ibs DL ` 1627 Ibs DL Total Horizontal Le th-20-00=00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 20-00-00 Live 20 psf 14-06-00 100% Member Type: Floor Beam Dead 10 psf 14-06-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 22636 ft-Ibs 48.5% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 14-06-00 End Shear 3848 Ibs 31.6% 100% 2 1 -Left Total Load Defl. U501 (0.479") 47.9% 2 1 Live Load Defl. U782(0.307") 46.0% 2 1 Live Load: 20 psf Max Defl. 0.479" 47.9% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2„ d with the current Installation Guide b=3" and the applicable building codes. —�— To obtain an Installation Guide or if c=4-5/8" a you have any questions,please call d=12" • T—• • (800)232-0788 before beginning C product installation. • _�• • BC CALCO, BC FRAMER®, BCIG, BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMTM" • • VERSA-LAM®,VERSA-RIM®, a VERSA-RIM PLUS®, — b VERSA-STRANDT"' —} VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. - Page 1 of 1 x 26 -7 4--- -11, 3Z W 3 to5 got's 2( X S i Affidavit of Substantial Financial interest Y� of `' �A , on oath depose and state as follows: an applicant for a building permit for the property located at Map 3'It Pa e l 1. I am . The address of the property is _ 1 --- 2, 1 have D % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. �^®� , the 3. Within in the last twelve months from todaay's date,ea hich legal o quitable interest in following individuals or entities have had a '( /a or 9 g itcation which is the real property which is the subject of the building permit app identified in paragraph 1 above: Name a l Address V� oda 's date,which is Z-ZZ- � , I have had 4, Within the last twelve months, from t '® y ;a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel A /I'nr .Address • I have submitted 2�building permit applications for 5, Within this calendar year, . property in which I have a 1% or greater legal or equitable interest. 6. within the last ten days, ! have submitted building permit applications for property in which I have a 1 a/a or greater legal or equitable Interest. 7. Within this month, I have submitted V building permit applications for property in which I have a 1% legal or equitable interest. Within this month, I have received wilding permits for property in which I have a 1% legal or equitable interest. (ties of a ' thi a f , 2gu'_• Signed under the pains and pens P qu 1 MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # MAScheck Software Version 2 . 01 Release 2 f f Checked by/Date CITY: Barnstable STATE : Massachusetts HDD: 6137 CONSTRUCTION TYPE : 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE : 2-4-2005 DATE OF PLANS : 9/29/2004 TITLE : MASCHECK PROJECT INFORMATION: 86 Cobblestone Rd , Barnstable, MA Sullivan Residence COMPLIANCE: PASSES Required UA = 776 Your Home = 632 Area or Cavity Cont . Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------ CEILINGS 2176 30 . 0 0 . 0 76 WALLS : Wood Frame, 16" O. C. 4032 19 . 0 0 . 0 242 GLAZING: Windows or Doors 480 0 . 320 154 DOORS 40 0 . 560 22 FLOORS : Over Unconditioned Space 2456 19 . 0 0 . 0 115 FLOORS : Over Unconditioned Space 700 30 . 0 0 . 0 23 ------------------------------------------------------------------------------ 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 requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code , The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4 , 4 . Builder/Designer Po,,K � 6, a— Date I Massachusetts Energy Code MAScheck Software Version 2 . 01 Release 2 MASCHECK DATE : 2-4-2005 Bldg . l Dept . l Use I CEILINGS: [ ] 11 . R-30 � qq Comments/Location . l�� WALLS : [ ] I 1 . Wood Frame, 16" O. C. , R-19 Comments/Locations Cnv�n : �tisc_�1.a I WINDOWS AND GLASS DOORS :[ ] I 1 . U-value : 0 . 32 �ocas� �:. � (A/Oaco For windows without labeled U-values, describe features : I # Panes Frame Type Thermal Break? ( Yes [ ] No Comments/Location DOORS : [ ] I 1 . U-value : 0 . 56 I Comments/Location ���.` I FLOORS : [ ] I 1 . Over Unconditioned Space, R-19 Comments/Location !K.Emeyr ce_,("n j [ ] I 2 . Over Unconditioned Space, R-30 Comments/Location I AIR LEAKAGE : [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed . When I 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 cfm ( 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 I difference and shall be labeled . I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: r 4 [ ] I Materials and equipment must be identified so that compliance can 1 be determined , Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be provided , Insulation R-values and glazing U-values must be clearly I marked on the building plans or specifications. DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4 , 4 . 7 , 1 . DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the 1 manufacturer ' s installation instructions . Mesh tape may be I 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 : [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided . I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified 1 in Sections_.780CMR 1310 and J4 . 4 . I SWIMMING POOLS : [ ] I All heated swimming pools must have an on/off heater switch and 1 require a cover unless over 20% of the heating energy is from non-depletable sources , Pool pumps require a time clock. I 1 HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels ( in . ) : PIPE SIZES ( in . ) 1 HEATING SYSTEMS : TEMP (F) 2" RUNOUTS 0-1" 1 , 25-2" 2 . 5-4" I Low pressure/temp . 201-250 1 . 0 1 . 5 1 . 5 2 . 0 Low temperature 120-200 0 . 5 1 . 0 1 . 0 1 . 5 Steam condensate any 1 . 0 1 . 0 1 . 5 2 . 0 1 COOLING SYSTEMS : Chilled water or 40-55 0 . 5 0 . 5 0 . 75 1 . 0 I refrigerant below 40 1 . 0 1 . 0 1 . 5 1 . 5 CIRCULATING HOT WATER SYSTEMS : [ ] 1 Insulate circulating hot water pipes to the following levels ( in . ) : I 1 PIPE SIZES ( in . ) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS 4 HEATED WATER TEMP (F) ; RUNOUTS 0-1" 0-1 . 25" 1 . 5-2 . 0" 2 . 0+" 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 ----NOTES TO FIELD (Building Department Use Only)------------------------- Bk 14999 Ps 290 293 8 04-01--2002 a"i 01 =28o I Edmund D.Westhaver of 80 Winter Street,Mansfield,Massachuestts 02088 For consideration paid,and in full consideration of One Hundred and Ten Thousand Dollars, $110,000,00 Grants to Thomas E. Sullivan of 84 Cobblestone Road,Barnstable,MA 02630 with Quitclaim Covenants the land in Barnstable,Barnstable County,Massachusetts,described as follows: Being Lot 84 as shown on a plan of land entitled:"Subdivision Plan of Land in Barnstable, Mass. Being a Re-Division of a Portion of"Cummaquid Hills"Plan recorded in Plan Book 222,Page 85,Plan Prepared for Terra Devco,Ltd., Scale 1"= 100',April 20, 1982,Down Cape Engineering,Civil Engineers,Land Surveyors,Rt 6A,Yarmouth,Mass.,"which said plan is duly recorded in Plan Book 367 Page 74. Ilk The above described premises are conveyed subject to and with the benefit of all rights, rights of way,restrictions,easements,covenants and reservations of record,if any,insofar °; as the same are in force and applicable,but fees in the ways shown on said plan are N expressly excluded from this conveyance. a y 4 The Grantor hereby reserves to itself and its successors in title for the benefit of Lot 84 an f e easement in the 20 foot wide portion of Lot 83 which extends from Cobblestone Road a v'40 distance of 224.90 feet as shown on said plan;and Grantor hereby grants itself and its successors in title for the benefit of Lot 83 an easement within the 20 foot wide portion of Lot 84 which extends from Cobblestone Road a distance of 224.90 feet as shown on said plan. Said easement to be used as a common driveway for the benefit of Lots 83 and 84. For title see Deed Book 4074 Page 354,recorded April 20, 1984 at the Barnstable County Registry of Deeds. Executed as a seal' fh.day of March,2002. Edmund D.Westhaver .vf �x Bk 14999 PS291 0�29388 COMMONWEALTH OF MASSACHUSETTS Barnstable,ss March 29 ,2002 Then personally appeared the above named Edmund D.Westhaver,and acknowledged the foregoing instrument to be his=eeuWict.andde f { e. Notary Public •�...--•/ My Commission expires 9/23/2005 --------------------- a D COUNTY F DEEDS PEG pF NTY EXCISE TAX REG --------------------- BAR LE 04/01/02 2:38 N of DATE 04.02.'02 TUE #2366 Fa $376.2o TAX . $250.80 TOTAL $250.80 CASH *376.c^0 CASH $250.80 CLERK 1 N0.028618 TIME 11:05 1111 BARNSTABLE REGISTRY OF DEEDS 13ARNSTABLE COUNTY ` REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER I 27. -CONSTRUCTION This instrument,executed in multiple counterparts, is to be construed as a Massachusetts contract, is to a OF AGREEMENT take effect as a sealed instrument,sets forth the entire contract between the parties, is binding upon and enures to the benefit of the parties hereto and their rare heirs,devisees,executors.administrators, successors and assigns, and may be cancelled, modEed or amended only by a written instrument executed by both the SELLER and the BUYER.K two or more persons are named herein as BUYER their obligations hereunder shall be joint and several. The captions and marginal notes are used only as a matter of convenience and are not to be considered a pact of this agreement or to be used in determining the intent of the parties to it. 28. LEAD PAINT The parties acknowledge that, under Massachusetts law,whenever a child or children under six years of LAW age resides in any residential premises in which any paint, plaster or other accessible material contains dangerous levels of lead,the owner of said premises must remove or cover said paint, plaster or other material so as to make it inaccessible to children under six years of age. 29. SMOKE The SELLER shall, at the time of the delivery of the deed, deliver a certificate from the fire department of DETECTORS the city or town in which said premises are located stating that said premises have been equipped with approved smoke detectors in conformity with applicable law. 30. ADDITIONAL The inflated riders,if any,attached hereto,are incorporated herein by reference. PROVISIONS Subject to buyer' s determination of buildability and satisfaction of ability to obtain all necessary town permits for building thereon. Buyer to do so prior to closing date. FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978,BUYER MUST ALSO HAVE SIGNED LiD PAINT�'PROPERTY TRANSFER NOTIFICATION CERTIFICATION" NOTICE:This is a legal act nt that ate ing obligations.if not understood,consult an attorney. IF SELLER S 4f� I - BUYER BUY Broker(s) EXTENSION OF TIME FOR PERFORMANCE Date The time for the performance of the foregoing agreement is extended until o clock M.on the day of 19 time still being of the essence of this agreement as extended. In all other respects.this agreement is hereby ratified and confirmed. This extension,executed in multiple counterpaft is intended to take effect as a sealed instrument SELLER(or spouse) SELLER BUYER BUYER Broker(s) �G 4 r » T 1 �� I �f I -J-J i r ,1 i r — = SMOKE DETECTORS REVIEWED u -� (JAL I ,r BARNSTABLE BUILDING DEPT. 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