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HomeMy WebLinkAbout0199 SKUNKNET ROAD __ - - -�--- ---.,� y _ - ____ ,. � ''� 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 Map Parcel Applicant Information Applicants Name 2K a,nu D2,Qj9t-0__ S C�trU Applicants Address . lq� '5KUnl�i( a VA Email Address m211coro` 2S' Telephone Number TIq -222 35W Listed ❑ Unlisted ❑ Business Information . New Business? --------------------------------- Ye No Business is a registered corporation? ------------------------- Yes If yes Name of Corporation Does business operate under the registered corporate name? Yes No, Is the business a sole proprietorship or home occupation? -_------ Yes No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business Cab,-_ E. 151and,5 CkearxwNa Business Address IRS 5 KonK,(\,eA Rd Cenare,(`VL`1e 0263a Type of Business Buildi g C cninissioner O i e Use Only Titions A _0A111 k.Pr IL Building Commissioner Date Clerk Office Use Only. Town of Barnstable Building Department °F rOkt, Brian Florence,CBO Building Commissioner sAaxsTAsra, 200 Main Street,Hyannis,MA 02601 MAss. 1639. ��� www.town.barnstable.ma.us AEG►AAy A Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: ° Permit#: HOME OCCUPATION REGISTRATION Date: 112� t 1 Name: TCn-`:'.`� 1P ca>) Phone#: 51,CL Address:1CP 5,(,A)0\kD9 98 CAENCAII M2-.YY1k Village:arnnhANc 2 Name of Business: Ma 2 f Type of Business: Q PQ�jt a P ot:_ 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 following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,'located within that dwelling unit. r- � . 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 there D O is no outside evidence of such use. - Do K : No traffic will be generated in excess of normal residential volumes. - ro ~< The use does not involve the production of offensive noise,vibration,smoke,dust or other particular mm { .matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. { U) :55- • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess Xof normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home z 0 Occupation,and not within the required front yard. M . �� • There is no exterior storage or display of materials or equipment. m M 0 . There are no commercial vehicles related to the Customary Home Occupation,other than one van or one 0 pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to g� exceed 4 tires,parked on the same lot containing the Customary Home Occupation. M No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be . 0 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:`, 2D2.0 Homeoc.doc Rev.10/17 _ Town of Barnstable_ Building.�� . a . �.� �.� �. ... . � �. .. � r � � � . it g Post This Gerd So That it is Visible From;the Street-Approved Plans<:Miast be Retaned`on Job and this Card,Must be Kept • MAI'MPosted Until Final Inspection Has'Been Made ) ba Permit t Where a Certificate of Occupancyis Required,such Building shall Nome Occupied until a Final Inspection has been made Permit NO. B-19-2871 Applicant Name: Ashley Walters Approvals Date Issued: 09/10/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 03/10/2020 Foundation: Location: 199 SKUNKNET ROAD,CENTERVILLE Map/Lot: 171-291 Zoning District: RC Sheathing: Owner on Record: DECOSTE,:BRYAN&MONIQUE Contractor Name._' HOME CENTERS LLC Framing: 1 Address: 199 SKUNKNET RD Contractor License: 148688 2 CENTERVILLE, MA 02632 � � Est Project Cost: $ 1,714:00 Chimney: Description: remove and replace back patio slider ! Permit Fee: $35.00 ) ► Insulation: i Fee Paid: $35.00 Project Review Req: NO SIGNED WORKER COMPENSATION AFFIDAVIT SUBMITTED , BY CSL. Date F 9/10/2019 Final: Plumbing/Gas m Rough Plumbing: Rtfildung Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced witliin six months after�issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. / < Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,the Building land Officials are provided onthis permit. Minimum of Five Call Inspections Required for All Construction Work: - Service: 1.Foundation or Footing 2.Sheathing Inspection °' Rough: 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 105698 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 71 Application # Health Division Date Issued Conservation Division Application Fee �. Planning Dept. Permit Fee Date Definitive Plan.Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 199 Skunknet Road Village Centerville Owner Monique Decoste Address same Telephone 508-274-0607 Permit Request air sealing, install 746sg ft of insulation to attic area, install an insulating stair cover for whole house fan, insulate the back of 3 kneewall hatches insulate the back of 1 attic door, install 1 new attic space access hatch and 1 kneewall space access hatch. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 2614 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 ❑ 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 ❑ 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 ❑ , n.-r. ^. C Commercial ❑Yes ❑ No If yes, site plan review# o Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) cis • ry ca-a Name RISE Engineering Telephone Number 401-784-3700 Address 1341 Elmwood Ave Cranston, RI 02910 License # 100459 Home Improvement Contractor# 120979 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE3/31/10 Eri Nerst eimer for RISE Engineering FOR OFFICIAL USE ONLY ,APPLICATION# DATE ISSUED u MAP,/PARCEL NO. �n a ADDRESS VILLAGE OWNER DATE OF INSPECTION: aF FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ® ,%'A o DATE CLOSED OUT Y, ASSOCIATION PLAN NO. r ' The C®mmramrawealth ofMassaichusetls Department of I ndu'strial Accident UV Of Yce of Invesdi ala®ras , 600 Washington Street Boston, 3M 021 1 w ww.m ass.gov1dia W®rke>rs' cC®»Smpelmsafion ffnsuu>ranee Affidavit. Buildezrs/cCo>ifl�>r��t®>r�/�➢te�tt>rIle➢�n�lIF➢un»>ru➢re>r� Am&ant Information �➢ease 1�1r>ln��e�i9�➢� Name (Business/Organization/Individual): 'RISE Engineering;- A Division of Thielsch Engineering Address: 1341 Elmwood Avenue' pity/state/Zap: Cranston` RI 02910 Phone #: r401-784-3700' or, 1-_800-4=22--5365 Are you an employer?Check the appropriate box: 'Type Of project(required).- 1. I am a employer.with 4. ❑ I am a general contractor and I 6 ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Derriolitiori. working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its -, required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing,all work right of exemption per MGL 11.[] Plumbing repairs or add itions .myself.. [N`o workers' comp. c. 152, §1(4)-,and we have no 12.F-1 Roof repairs insurance required.] t employees. [No workers' comp.insurance required.] 13.0 Other Insula c on 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy infgnnation. I am an employer that is providing workers'compensation insurance for nay employees. Below is the policy and job site infor adon. Insurance Company Name: 'Tb.e Preston A ency Policy#or Self ins.Lic. #: WC2-Z11-259874-01- Expiration Dater 04/Ol:% 10: r .,,Job-Site 1 f �/ - ' Address: ' c. K6 ��� r City/State/Zip: Attach a copy of the workers'.iorrapensation policy declaratnoan page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. r do hereby certc �und6 the r ns an :penalties of perjury that the information provided above is Prue and correct. i'AF Signature Date �l 1 -0 Erik -Nersthermeri.for RISE' Engineering�_ Phone#: 401-784-3700,_or`�l-800-422-5365 Ext. ''33 a Official use only. Do not write in this area, to be completed by city or town official -.City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/'gown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other ,Contact Person: Phone 4: r rage 1 OI 1 The Offciaf Website of the Executive Office of Public Safety and.Security (EOPS) AMass.Gov Home Public Safety Department of Public Safety Licensee Complaints License Type Construction Supervisor License# 100459 Restriction WS,IC Name Erik Nerstheimer City, State, Zip North Scituate, RI,02857 Expiration Date 3/28/2012 Status Current No complaints found for this Licensee. Back To 5earch �/�ie.�i az7irrroozcuP.ca� o�✓�.craaczc✓zu�etrd ;I -,,h.,-� - - - .. Board of Buildine Regulations and Standnri l Li.cense or registration vat d for individO use only HOME IMPROVEMENT CONTRA CTOR i before the expiration date. If found return to: Registrat+on:. 120979 Board of Building Regulations and.Standards Expiration 3L25/2010 One Ashburton Place Rm 1301 lemerii Card r; a"Po'stf�n,k1a. 021.08 J. HIELSCH ENGINEzE(NG;== RIK NERSTHEIMER 341 ELMWOOD AVE RANSTON, RI.029104 jI. -- --- -- _ Admtn.isti rtor Not valid without sign ogre ht-tp-.//db.state.rna.us/dps/l'cdetalls.asp?txtSearchLN=CSL1 00459 MaRD CERTIFICATE OF LIABILITY INSURANCE OP ID 27 DATEW/DD)YYYY) PRODUCER THIEL-1 lO 15 09 The Preston Agency, Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO 1350 Division Rd Suite 303 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR East Greenwich RI 02818-0810 PO Box 810 ALTER THE COVERAGE AFFORDED By THE POLICIES BELOW Phone: 401-886-8000 Fax:401-885-1700 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA Bao=y IIn[lez�rriters Ins. Co Thielsch Engineering, Inc ' 4 INSURER B: Thielsch Group Inc. Eartford Casaal X Inauraaoe Co Hi Tech Real ty Inc. INSURER C: Liberty erty mutual Inanraum Groff 195 Frances Avenue Cranston RI 02910 INSURER D: North American Capacity Cranston � • INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTA ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUD A NDING E MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS D OR SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR FNSR1 TYPE OF INSURANCE POLICY NUMBER DATE DATE LMTm GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A TGENL MERCIAL GENERAL LIABILITY p2UUNTD5678 04/01/09 04/01/10 PREMISES aocauenoe $300,000 CLAIMS MADE OCCUR MED EXP(Any one Person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,OOO,OOO GREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY X PE LOC Emp Ben AUTOMOBILE LIABILITY • 11000,000 B X ANY AUTO 02UENTD4850 04/01/09 04/01/10 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 ALL OWNED AUTOS , SCHEDULED AUTOS BODILY INJURY (Per P—) $ HIRED AUTOS NON-OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LUIBIL(iY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE s 1O,OOO OOO B X I OCCUR CLAIMS MADE 02XHUUF°6573 04/01/09 04/01/10 AGGREGATE $10,000,000 DEDUCTIBLE ,. X RETENTION $10 000 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X TORY LIMITS ER C ANY PROPRIETOWPARTNERIEXECUTIVE WC2-Zl1-259874-019 •.04/Ol/09 O4/Ol'/lO EL EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? If yes.dese ibe Under E.L DISEASE-EA EMPLOYE $5OO,00O SPECIAL PROVISIONS below OTHEREL DISEASE-POLICY LIMIT $500,000 D Professional Liab DVL000025902 04/13/09 04/01/10 Prof Liab 2,000,000 A Leased/Rented E 02UUNTD5678/LOCATK D 04/01/09 04/01/10 Equipment 100 000 ESCRIP7)ON OF OPERAl1pNS NLS I VEIYCLES!EXCLUSgNS ADDED BY ENDORSEMBIT I SPECIAL PROY�p1� *Except 10 days for non payment Of Premium. Holder is included as an ' additional insured when required by a written contract with respect to the, General Liability coverage. _CERTIFICATE HOLDER CANCELLATION TWNOAKB SHOULD ANY OF THE ABOVE DESCROW pOLKM BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE IS.SUIING NS11RER WILL ENDEAVOR To YAIL *30 DAYS WRITTEN NOTICE TO THE CERTIRCATE HOLDER HAYED TO THE LEFT,BUT FARURE TO DO SO SHALL NPOSE NO OBLIGATION OR LIABILITY OF ANY MD UPON THE WSUREP,ITS AGENTS OR REPRESENTATNEB. AUTHORM ACORD 25(2001/08) ©AC D CORPORATION 1 } A Inc27 . ••``` . '� .ZAA�1�5J09 Also .for RISE Engineering, a division of Thielsah Engineering, Inc. Gaskell Associates, a 'division of Thelsch Engineering, Inc. " BAL Laboratory, a division of Thielsch Engineering, Inc. ' ESS Laboratory, a division of Thielsch.Engineering, Inc: to ALCO Engineering, a division of Thielsch Engineering ' Inc. Water Management Services, a division of`Thielsch Engineering Inc: "$ s7 .rW�. •�r x, f 'yas ��a 71 +N , , k x t a+ e r „ a a x a 4 1 n w , y H 'i , a n i i + , r , RISE ENGI JERING Federal ID#05-0405629 RI Contractor Registration No 8186 A division of Thielsch Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,RI 02910 (401)784-3700 FAX(401)-784-3710 f CONTRACT .., .. C ., ., Page '. RIVE THIS CONTRACT IS ENTERED INTO BETWEEN RISE- t 'ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING in. d; DESCRIBED BELOW CUSTOMER • - F PHONE DATE ` + , 'Client# Monique Decoste "" ° , ,(508)274-ow.. � 03/04/2010' 105698 SERVICE STREET " ' •• ',+ ;-� ''BILLING STREET" 199 Skunimet Road 199 Skunknet Rd, SERVICE CITY,STATE,ZIP ' ">'• +" BILLING,CITY,STATE,ZIP Centerville,MA 02632, r �Centervil,MA 02632 m . JOB DESCRIPTION "~ RISE Engineering will provide labor,and materials to seal areas of your home against wasteful,excess air leakage. This work will be ,performed in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. Primary areas for sealing include air leakage to attics,basements and other unheated areas(windows are not generally addressed.) This work; will be performed at the rate of$66 per man per hour,which includes materials and-testing. 18 man hours.• ' ` RISE Engineering will provide labor and materials to install a 4"layer of R-13 Class 1 Cellulose added to 388 square feet of attic kneewall F floored space. .• 1 �, y• .. _ • u - - � $349 20 , ; RISE Engineering will provide labor and materials to install a 6"layer of R-19 Class 1 Cellulose added to 358 square feet of open attic space'1= } h $322.20 RISE Engineering will provide labor and materials to fabricate and install a rigid foam insulating cover for the whole house fan: ' $200,00 , RISE Engineering will provide labor and materials to insulate the back of 3 existing kneewall'access hatch(es)with 2.5"rigid fiberglass board insulation,and seal the edge of the hatch with weatherstripping., W= RISE Engineering will provide labor and materials to insulate the back of the attic door with 1' rigid foam board and seal the door edge with" - 'weatherstripping to restrict air leakage. $100.00 RISE Engineering will provide labor and materials to install a new,finished plywood,attic space access hatch.The hatch will be insulated,' weatherstripped and held closed by eye liooks. (Wood surfaces will be unfinished. Prime coat and/or paint is not included.) A ¢Y ! *f p n A. , 6*,m r ^ " x � r r - RISE ENGINr,ERMG 1 Federal ID#0"405629 RI Contractor Registration No 8186 A division of Thielsch Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 _ 1341 Elmwood Avenue,Cranston,RI 02910 (401)784-3700 FAX(401)784-3710 r CONTRACT . Page 2 IS E THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEER[Nr- DESCRIBED BELOW CUSTOMER PHONE DATE Client# Monique Decoste (508)274-0607 01/21/2010 105698 SERVICE STREET .BILLING STREET 199 Skunknet Road 199 Skunknet Rd SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP - - Centerville,MA 02632 Centervil;MA 02632 JOB DESCRIPTION - $100.00 RISE Engineering will provide labor and materials to install a new,finished plywood,kneewall space access hatch.The hatch will be insulated;' weatherstripped and held closed by eye hooks. (Wood surfaces will be unfinished. Prime coat and/or paint is not included.) $100.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year. -$1,960.80 . D F E B 19 2010 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS,FOR THE SUM OF Yk , ***Six Hundred Fifty-Three&60/100 D611ars' $653.60 UPON FINAL INSPECTION AND APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY - UNPAID BALANCE AFTEA 30 DAYS.SEE REVERSE R IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. j - O NOT SIGN THIS CONTRACT IF THERE ARE ANY BL4NK SPACES AUTHOR D NATURE•RISE ENGINEERING CUSTO ERA EPTANC , NOTE:THIS CONTRACT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANCE JPy,� a 1 ' ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK DAYS. AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE s Town of Barnstable tHE Regulatory Services F Tp� o Thomas F.Geiler,Director Building Division w BARNSTABLE, MASS. g Tom Perry,Building Commissioner �AlfD MAC p�0 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Approved: Fee: 42 51 Permit#: c/60 74 Z� �,3 HOME OCCUPATION REGISTRATION Date: MOU S : Name:mcn N ' c\ W F c L-�.N 11 Phone#:''�`��XS Address: Village: Name of Business:M y� Type of Business:_A_n4J Y\0 1 `-'J CA\'e s Map/Lot: 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 following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. , • Such use occupies no more than 400 square feet of space: • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors, electrical disturbance,heat, glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not,to exceed one ton capacity,and one trailer not to exceed 20.feet in length and 'not to exceed 4 tires;parked on the same lot containing the Customary Hcme Occupation. • No sign shall be displayed indicating the Customary Home Occupation. If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. ` • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the unders' ed, have read and agree with the above restrictions for my home occupation I am registering. Applicant: 1 `� C' Date: C / Homeoc.doc Rev.5/30/03 s YOU WISH TO.OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME.in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clark's Office,1"FL,367 Main Street,Hyannis,-MA 02601 (Town Hall) moo DATE: Fill-in please: APOLICANT'S YOUR NAME: .1 BUSINESS Y UR�TE ADDRESS: TELEPHONE # ome'Telephone.Number ` - IyANJ f7F NEW�USINE5. 1[>: i '. S (_ TYPE CIF E311.SINESS" I$TJ4J9,p 1gbME 000:UP-A7n0N: _YES' _ Jp f-Iave Aida h'en.glveri.;approval frcarn the buiidin divisibrtYES NO. . Ai3DRESS{1F gLISrI SS.9 Gi GC � y �'�s ��1 n s v t��-MAP/130LACE1.NLUMBER "l Is e,� �� its _ r-^C-t-- C) When starting a'new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd.&Main Streat)'to make sure you have the appropriate permits and licenses required to legally,operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE - This individual has been informe any permit requirements that pertain to this type of bqMbVp4COMPLY WITH HOME OCCUPATION RULES AND REGULATIONS. FAILURE TO Aut orized Signatur COMPLY MAY RESULT IN FINES. COMMENTS: 2. BOARD OF HEALTH. + This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: • 3. CONSUMER-AFFAIRS [LICENSING AUTHORITY] This individual has been informed of the licensing requirements.that pertain to this type of business. Authorized Signature* t COMMENTS: I a ,yam_ BEAM A CATWALK BEAM BEAMUSA 11112 Serial 0/99 9Number: b 2 AM54 ' 1.75" x 9.5" 1.9E Microllam® LVL Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1❑' '0 14-6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 2' Loads(psf):40 Live at 100%duration, 10 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 580/178/758 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" Right Face 580/178/758 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 741 645 3159 Passed(20%) Lt.end Span 1 under Floor loading Moment(ft-lb) 2624 2624 5887 Passed(45%) MID Span 1 under Floor loading Live Defl.(in) 0.320 0.472 Passed(U532) MID Span 1 under Floor loading Total Defl.(in) 0.418 0.708 Passed(U407) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. 4 PROJECT INFORMATION OPERATOR INFORMATION: JIM DOOLEY MID-CAPE HOME CENTERS CENTERVILLE BILL RUBEL P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 i 508-398-4559 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT and TJ-BeamT are trademarks of Trus Joist MacMillan. �1 Microllan*is a registered trademark of Trus Joist MacMillan. 4 �1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7 j Parcel Permit# /l� Health Division 'L ��z Date Issued Conservation Division Feed ° J(� Tax Collector *w � fZ,G��jf� I`-'Ic SYSTEM I IIV�TALLE® IN COUPLIAN CC'- TreasureT Ou` . WITH TITLE 5 Planning Dept. ENVIRONMENTAL CODE N®, TOWN REGULATIONS Date Definitive Plan Approved by Planning Board - Historic-OKH Preservation/Hyannis _ Project Street Address /�If`I �/� � Village Owner 5 Address Telephoned Permit Request Square feet: 1 st floor:existing proposed:3 6, 2nd floor:existing l 9 proposed S?,� Total new Estimated Project Cost/ Zoning District Flood Plain Groundwater Overlay Construction Type L4_7 Lot Size y �/ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. ._. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /S Historic House: ❑Yes 0-Pd6--_ On Old King's Highway: ❑Yes U-Afa---- Basement Type: U+iu'iI ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /yv Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3, new Half:existing new c Number of Bedrooms: existing5 new Total Room Count(not including baths):existing v� new First Floor Room Count Heat Type and Fuel: O'Gas ❑Oil ❑Electric El 'Other Central Air: ❑Yes MN6�' Fireplaces: Existing T New t Existing wood/coal stover ❑Yes ❑No Detached garage:❑existing. ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing •Uk new ,'size,;'*�y Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# 0Recorded❑ Commercial ❑Yes ❑No. If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION 1 Name `.! es" le� :T�Mkel Telephone Number Address ' License# A Home Improvement Contractor# /,5;? 5Z7b!T Worker's Compensation# IA-� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE k `P FOR OFFICIAL USE ONLY PERMIT NO._ r t _ •- DATE ISSUED _ � f � MAP/PARCEL NO. . A _ ADDRESS . - VILLAGE OWNER - • � �- � t - - _ � i i ,-� . ' • .. `f , DATE OF INSPECTION: r FOUNDATION FRAME ion INSULATION / t 1�Zboc� i M FIREPLACE , ELECTRICAL: ROUGH; Q FINAL PLUMBING: ROUGH, trf'* FINAL GAS: ROUGH r': FINAL , FINAL BUILDING ry ,ru C3 72 r DATE CLOSED OUT ♦ ` - ASSOCIATION PLAN NO. U a 0 , , J i NJ R�: o 0o ............ o Jr• vv, j -0 if ..........:......... ...:....... CD cn Ism z � � The Town of Barnstable ' assner� - 9 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 ,P /� 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 preexisting 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. Type of Work: Estimated Cost Address of Work: Owner's Name: S / f If Date of Application: 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 owner. 22,2, Date Contracto Name Registration No. G OR M4 Owner's Name q:forms:Affidav M CUR AppaWk i Table J3=b(condnoed) prescriptive Packages for One sod Two-Family Residential Boildinge Hated with Fouil Foes MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling �'(%) U-value= R value' R-value' R values Wall Perimeter Fgtupmern FMciency Page I I I R value° R value' 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 1 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 83 AFUE T 15% 0.36 38 13 25 WA WA Normal U 15% 0.46 38 19 19 10 6 Normal V 15610 0.44 38 13 25 WA WA 83 AFUE W 15% 0.52 30 19 19 10 6 95 ARIE X I8% 032 38 13 25 WA N/A Normal Y 18% 0.42 38 19 23 WA WA Normal Z 18% 0.42 38 13 19 10 6 "AFUE AA 'Is% 0-50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: % S.�ll 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-t980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R49 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame ormass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. "Me floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. "Me R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 --- - The Commonwealth of Massachusetts ^sf Department of Industrial Accidents Office oflnyestfgaffus Ts+►t..� 600 Washington Street Boston,Mass 02111 Workers' Com ensation Insurance Affidavit �riir�l!�yiir�iiiiraii�,��rrii�.��.r��raiiiiiiiii r / •/%�%�������������iiiiiir I1fICZI1FitTCIQr[ltIlt2Qt������������ ,�/ name: 7+�5 =�C�L location: city nhone# Z am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one workin in any capacity am an employer providing workers compensation for my employees working on this job. com nnv name: I J G� S79-UC7ff0,17 address: i:' s? city: ( --L�i!�G� y//�•-P s �� phone ;#.. .: �Q: insurance cn. ® C- YG 9 -2v� ❑ 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: ::;•: :,.:. dtv phone#-. . . ..:.... ..... :::. . . .::: :; �. ... ... insurnnce ca. ... . oitev#.. :::..:......::..:. company name: address- ... city- phone#- insurance co. ....�:.:.;. . . olicv Figure 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 veary imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understated that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certi y under the pains and pe=zesofpury that the information provided above is ttrua and correct. Signature Date Print a Phone# official use only do not write in this area to be completed by city or town official city or town: permit/llcense rf ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone 0; ❑Other (menus*95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any comer- 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: 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. j 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 pare 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 refmmce number. The affidavits may be returned io the Department by mail or FAX unless other arrangements have bees 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. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of lavesugallons 600 Washington Street . Boston'Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 ACORD CERTIFICATE OF LI,�BILIT�' IN.SUR NCpP1D cC DATE(MMIDD/YY) » , Dt?Our . 04/19/99 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Snow & Thomson ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 514 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Harwich Port MA 02646 COMPANIES AFFORDING COVERAGE Snow & Thomson Ins. Agency COMPANY PnoneNo. 508-432-0130 Fax No. 508-430-1350 A Legion Insurance Company INSURED ' COMPANY - B C G U Insurance Company COMPANY James P Dooley C 199 Skunknet Rd COMPANY Centerville MA 02632 D c.O RAGES 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. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MWDD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $6 0 0 0 0 0 B X COMMERCIAL GENERAL LIABILITY NBFB40444 12/09/98 12/09/99 PRODUCTS-COMP/OP AGG $ 600000 CLAIMS MADE OCCUR PERSONAL&ADV INJURY $3 0 0 0 0 0 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $3 0 0 0 0 0 FIRE DAMAGE(Any one fire) $ 10 0 0 0 0 MED EXP(Any one person) $5 0 0 0 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ - ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND X WC STATU- OTH- EMPLOYERS'LIABILITY TORY LIMITSI ER EL EACH ACCIDENT $ 100000 A THE PROPRIETOR/ INCL WC-40927302 04/05/99 04/05/00 EL DISEASE-POLICY LIMIT $500000 PARTNERS/EXECUTIVE OFFICERS ARE: RX EXCL EL DISEASE-EA EMPLOYEE $ 10 0 0 0 0 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CARPENTRY-DWELLINGS AND LIGHT RESIDENTIAL f GERTIFICATE HOLDER CANGELLATIE)IV _.. ... ......... ................._. TOWNB—2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE-ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, TOWN OF BARNSTABLE BUILDING DEPARTMENT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 367 MAIN ST OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. BARNSTABLE MA 02630 AUTHORIZED REPRESENTATIVE Snow & Thomson Ins Agency AGpRD 25-5(7/9 ) AGCTRD CCJfPC1RATIfJN 398f3 Registration 125009 Type - INDIVIDUAL Expiration 09/25/99 James P. Dooley f. 199 5kunknet Rd Centerville MA 02632 ADMINISTRATOR 3, 1 DBPARTNENT Of PUBLIC SAYETY CONSTRUCTION SUPERVISOR LICENSE Nu�ber> , 11pires: Birthdate: CS . '065615 08/10/1999 08/10/1962 &estricted'To: 00 <`~ :JANES P DOOLEY 199 SEUNENET RD CENTERVILLE, NA 02632 *6BEAM A � CATWALK BEAM TJ-BeBEAM SA 1111 Serial Number:709054347 1�75" X 9.5" 1.9E Microllam® LVL BEAMrUSA 1111 7/20/99 9:11:22 AM Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a� �o e 14'6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:2' Loads(psf):40 Live at 100%duration, 10 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 580/178/758 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" Right Face 580/178/758 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 741 645 3159 Passed(20%) Lt.end Span 1 under Floor loading Moment(ft-lb) 2624 2624 5887 Passed(45%) MID Span 1 under Floor loading Live Defl.(in) 0.320 0.472 Passed(U532) MID Span 1 under Floor loading Total Defl.(in) 0.418 0.708 Passed(U407) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: JIM DOOLEY MID-CAPE HOME CENTERS CENTERVILLE BILL RUBEL P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 508-398-4559 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT and TJ-BeamT are trademarks of Trus Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. BEAM B � � /"��• BEDROOM BEAM TJ-Beam� Serial Number:BEAMUSA 11112 720/99 9:13:38AM 2 PCs of 1.75" x 9.5" 1.9E Microllam® LVL Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED E: Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 12' Loads(psf): 30 Live at 100%duration, 10 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 1875/673/2548 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" Right Face 1875/673/2548 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2466 2018 6318 Passed(32%) Lt.end Span 1 under Floor loading Moment(ft-lb) 6217 6217 11775 Passed(53%) MID Span 1 under Floor loading Live Defl.(in) 0.193 0.336 Passed(U627) MID Span 1 under Floor loading Total Defl.(in) 0.262 0.504 Passed(U462) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ku/1" PROJECT INFORMATION OPERATOR INFORMATION: JIM DOOLEY MID-CAPE HOME CENTERS CENTERVILLE BILL RUBEL P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 508-398-4559 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT and TJ-BeamT'"are trademarks of Trus Joist MacMillan. Microllam is a registered trademark of Trus Joist MacMillan. r COMPANY INFORMATION: JIM DOOLEY CONSTRUCTION 199 SKUNKNET ROAD CENTERVILLEr MA 02632 (508) 790-5057 COMPLIANCE: PASSES Required UA = 135 Your Home 128 Area or Cavity Cont . Glaz Perimeter R-value R-Value U-V ------------------------------------------------------------------ CEILINGS 360 30 . 0 0 . 0 WALLS : Wood Frame, 16 " O . C . - 400 13 . 0 0 . 0 WALLS: Wood Frame, 16 " O. C. 283 13 . 0 0 . 0 ' GLAZING: Windows or Doors 63 0 . GLAZING: Skylights 8 0 . FLOORS: Over Unconditioned Space 672 19 . 0 0 . 0 COMPLIANCE STATEMENT: The proposed building design described here consistent with the building plans, specifications, and other calc submitted with the permit application . The proposed building has desigi d to meet the requirements of the Massachusetts Energy, Cod€ The .40ating load for this building, and the coaling load if appror: has been determined using the applicable Standard Design Condition. in the Code. The HYAC equipment selected to heat or cool the" buil' shall be no greater than 125% of the design load as specified in Sections 780CHR 1310 and' J4 . 4 . Builder/Designer Date_ I MAScheck COMPLIANCE REPORT Massachusetts Energy Code Perm MAScheck Software Version 2 . 01 Release 2 � Checked CITY : Barnstable STATE: Massachusetts HDD : 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: ' Other (lion-Electric Resistance) DATE: 7-26-1999 DATE OF PLANS: 7/26/99 TITLE: DOOLEY ADDITION PROJECT INFORMATION: ADDITION s . ADDITION ADDITION l I l • I C t aIN Ix th lift -� t � e i Z 0 Z S K i O O I " TI 0 c9 a � z � o �h x y s r t � ', . � � � � -e �� ', � `�, � � �v c y\ o / �m t, i � I' -� f I �{ i e` { s �1 � ' ,1 � , y i( I I 0 O 0 b 1 �L�6, I v_ �j _ y 1 I Q I � I z.. - A LIMITED fAN1NE1SN11 THE N1(�(�pN.\COAIgMNIE$ wcr�w� M.C.N.C.- .SOC�La ru 5 NAME Milo L0 , MANIFOLD# ADDRESS SALESMAN J 4 a F,n'E ls� TEL. • �- JOB LOCATION S KQok kj �^. . RD t✓EtiTER Vt.L.C.. ULA [ON 8`-9 " DL :7- S ! o 100 tt r� J L -Z LoD` LL= ,34 K3o f + Ft 4 A LIYIIEN IAtTNF1SNlE T1 s M.C.H.C.- D E NAME t M Zoo o L.C-�f _ MANIFOLD* ADDRESS SALESMAN nnA �� �� TEL. JOB LOCATION 1 ` I SK dJ Kti�C�' LoW�r� l 2 0.0 F� o L, i �,,` BEAM A ��9,WIVA lV40 • OVER FAMILY ROOM TJ-BeaMTM Serial BEAMUSA 11112 2/11/2000m8:16411 AM 347 3.5" x 9.5" 2.0E Parallam® PSL Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o a 13'9" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 10' Loads(psf): 30 Live at 100%duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 300 100 0 to 13'9" Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH ' JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 2044/752/2796 Detail L1 2 Parallam®PSL, PPCB 3.50" Hanger Right Face 2081 /766/2847 Detail H1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): L1, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL . SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Face HHUS48 No No N/A N/A 22-16D N/A 8-16D -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2727 2402 6428 Passed(37%) Rt. end Span 1 under Floor loading Moment(ft-lb) 9062 9062 13057 Passed(69%) MID Span 1 under Floor loading ` Live Defl.(in) 0.444 0.443 Passed(U359) MID Span 1 under Floor loading Total Defl.(in) 0.608 0.665 Passed(U262) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: JIM DOOLEY MID-CAPE HOME CENTERS 199 SKUNKNET RD BILL RUBEL CENTERVILLE P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 508-398-4559 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTm and TJ-Beamlm are trademarks of Trus Joist MacMillan: Parallam®is a registered trademark of Trus Joist MacMillan. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. C:\TJBeamkNA\DOOLEY-A.bm 7 BEAM B � (7 /'�'��• KITCHEN/FAMILY ROOM TJ-BeaMTM SerialBEAMUSA 11112 2/10/2000mber 3:29: 59P6�4347 3.5" x 9.5" 2.0E Parallam® PSL Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ 4� e 13' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(psf): 30 Live at 100%duration, 10 Dead,0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 54 74 0 to 13' Replaces Point(lbs.) Floor(1.00) 2100 809 11'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 614/650/1263 Detail L1 2 2x4 Plate 3.50" 3.5" Right Face 2188/1256/3445 Detail L1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): L1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3422 3295 6428 Passed(51%) Rt.end Span 1 under Floor loading Moment(ft-lb) 5556 5556 13057 Passed(43%) MID Span 1 under Floor loading Live Defl.(in) 0.187 0.422 Passed(U813) MID Span 1 under Floor loading Total Defl.(in) 0.336 0.633 Passed(U452) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: JIM DOOLEY MID-CAPE HOME CENTERS 199 SKUNKNET RD BILL RUBEL CENTERVILLE P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 508-398-4559 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamT are trademarks of Trus Joist MacMillan. Parallam®is a registered trademark of Trus Joist MacMillan. BEAM C 2 D FLOOR AT KITCHEN TJ-Beam� SerialBEAMUSA 11112 2/10/2000m3:31 28 PM 347 3.5IV X 9.5" 2.0E Parallam® PSL Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 12' Loads(psf): 30 Live at 100%duration, 10 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 1980/717/2697 Detail L1 2 2x4 Plate 3.50" 3.5" Right Face 1980/717/2697 Detail L1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): L1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2615 2166 6428 Passed(34%) Lt.end Span 1 under Floor loading Moment(ft-lb) 6974 6974 13057 Passed(53%) MID Span 1 under Floor loading Live Defl.(in) 0.227 0.356 Passed(U563) MID Span 1 under Floor loading Total Defl.(in) 0.310 0.533 Passed(U413) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: JIM DOOLEY MID-CAPE HOME CENTERS 199 SKUNKNET RD BILL RUBEL CENTERVILLE P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 508-398-4559 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTm and TJ-BeamT are trademarks of Trus Joist MacMillan. " Parallam®is a registered trademark of Trus Joist MacMillan. 1 Assessor's rmap and lot numbers .../:.." ` .� �. F THE TO O / Q Sewage Permit number ...,.J o aa House number ....................... .....`:.:a...................................../ k�� , . SIN�LE, 0 MAl TOWN- OF BAR.NSTABL'E� BUILDING ) NIPECTOR APPLICATION FOR PERMIT TO U 1 ....................... ......... .............. ..... s TYPE OF CONSTRUCTION WhP �iAMr ...... ... ......................................... . ......... .... ............ . ......... ... ........................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....../,;�............. ...............,....... d... ....................... .................................................,................................... ProposedUse .......... IOGJL�•L /Ng..............................................................................................................I......................... ZoningDistrict .................Er..............................................Fire,District ................... ................................................. Name of Owner ...... k.S... ...................................Address I6 f� (�T� 13 z- f��l1ANAI15 x ................................;.,a...................................... Name of Builder 5.........D.* ....Address .................. -A ...................................................... Name of Architect ......I`)Cti T tSro�t....f�...slo .............Address ... E7"t ??�?OpTfFRAE.................. --� ..Foundation ....... .I.. P(33e )........L�Q+tiCI��Tc< Number of Rooms .:...................................... Exterior ......................:.......?.NA t_C..............................................Roofing ................ ................................................................... Floors ............... ......PLyGUljd... ........................................lnterio� ................S.Z7<.. .......................... ...... Heating Plumbing ... c �f�/�'Q............°�......�`TS" Fireplace ...................... E 5.................................................Approximate. Cost ...................�d� .............................. c? Definitive Plan Approved by Planning Board � ________19 Area :.....31... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above ' construction. IName ..................................... ................................ �f ,.}� Construction Supervisor's License t....-..A...................... S L S TRUST A=I-MFE021n 171- 291 No ..... Permit for ....12...S.,=Y............... .........Single...Famil.y..Dw ligg..................... ..... . .... ........ .. .e. Location ..... 19.9...5k.vAkn a...Roaji. ....................Centerville................................... Owner .....S..L...S.....T.j.:.0 s t................................... Type 0,'f Construction .......Frame........................ ................................................................................ Plot ............................. Lot ................................ Permit Granted ....�.e...1.1.....................19 86 Date of Inspection ....................................19 Date Completed .......................................19 11110W7 ._`9 __.. r♦ "..; ., .. .,._„- .., ,_ .. . .�. _ _{ ..... t,i r ii.-t'1 1�1..}.._,. .. ♦ 'fir.-. • ._.^h .. .. ... r ...e �. rt 4..,.. .T'.r 51'" oitxe� ' TOWN OF BARNSTABLE Permit No. .. •. BUILDING DEPARTMENT �.�4i { Cash 16 I TOWN OFFICE BUILDING HYANNIS,MASS.02601 Bond ,....,-...... n CERTIFICATE OF USE AND OCCUPANCY Issued to Address 6 L b 'Trust Lot V1, 1'9-9 skunkae-c Koaa UeTltervi .Le, i°ia.ssacau5eres USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ` 19....... ......... 9 ...,. .. /wild ng�n p c or � H TOWN OF BARNSTABLE BUILDING DEPARTMENT 2 SsaaArasr :rua TOWN OFFICE BUILDING � °8 039. �� HYANNIS, MASS. 02601 MEMO TO: Town Clerk , FROM: Building Department DATE: An Occupancy Permit has been issued for` the building authorized by BuildingPermit ���:. ... . #...................... _......................................................,..,..r........................ .. ................... ......_...... ........._.._........ issued to--�...'�� ... ,5 r.... /�..... �,a�3;1....»i .0 v�,u '.r...... ........ .... '. � Please release the performance bond. v , r . . TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT A:=l Y 1tit_9 JOB WEATHER CARD DATE 19 PERMIT NO. I 29487 APPLICANT L ')"it:.i.-'`:C i l ow!'; 'I' -if! r ADDRESS1- (NO.) (STREET) (CONTR'S LICENSE) �I PERMIT TO ,il_.,. (. •4�.i. i.�.).� NUMBER OF (=}' STORY :rl.:;, ,1.:' C'.'aF'.J.i. .C:., DWELLING UNITS (TYPE OF LMPROVEMENT) NO. (PROPOSED USE) f I l�t� f {;,,.. r ZONING AT-(LOCATION) )_Jt it-, J1:unika'z. .,...,' �'.(.i'iC�='_V:; DISTRICT (N0.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR 1324 SC_, t.. jtJ J(1(% PER VOLUME ESTIMATED COST $ FEE MIT s (CUBIC/SQUARE FEET) .. S Tr.us t OWNER , BUILDING DEPT. ( ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR r® PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE, BUILDING CODE, MUST- BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED 1 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 THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBFINAL INSPECTION TI To LATHE FINAL INSPECTION HAS BEEN MADE. ' 3. FINAL INSPECTION BEFORE - � OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALSAN 2 2 2 D� P 3 HE[AT:NG 'NSPECTiNG APPROVALS R EPRt ALS II / o 1 2 2 BOARD OF HEALTH WC:RK SIAL'- NCT PROCEED^. UNTIL THE PERMIT WILL BECOME NULL AND:NOID IF CONSTRUCTION INSPECTIONS INB„ICATED ON THIS CARD NSPECTOR =AS APPROVED 7HE jAP•CUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHgNE STAGES OF CONSTRUCTION. OR WRITTEN NOTIFICATION. PERMIT IS ISSUED AS NOTED ABOVE, _ . . .. . STATE FORES (' 134.91 .0 7 Y I Iq,y2q � /1 Q 3B.0* Lo-r ? CD �{ -�I96� w +, z Y z z� Y eb, �O rrnn 82.33 EBF-N SMITH ROAD JOB # 85-420 CERTIFIED PLOT PLAN LOCATION. LOT-1 SKUNKNET RD CVILLE PREPARED FOR: SCALE. 1 "=40 ' DATE: 06/09/86 REFERENCE: PB 403 PG 27 LEBEL-SOLLOWS I HEREBY CERTIFY THAT THE ,BUILDING SHOWN ON THIS PLAN IS LOCATED ON ,THE �1HOF GROUN•D AS SHOWN HEREON ARNE yG c H. LA down cape engineer'i No.2A ri,� o 63348 CIVIL ENGINEERS _ 'Pf0 T E� LAND SURVEYORS- ROUTE 6A YARMOUTH MA DA fE / , REG. LANDS VEYOR a, ... 9 y Assessor's ma and lot numberd�C�!L`!/........ . .. ............... / p3E°T' i SYSTEM G� �F - ?HEt0 P INSTALLED IN (OMPL�ANICI� �o Sewage Permit number I � WITH TITLE 5 mNVIROMENTAL COD.E AN V B�AGa LE, • House number ..............................9.5.. �a 90 �.................................. pitG " 7 .q !"�� 4 1(� "a" 1Ke�. O 039.a\0� O,MAI TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..................... U.�.!-.I��.......).......Jam. �A!....................................................... TYPE OF CONSTRUCTION ...........................� .q)...... ..FF...........ewe . ............................................................................ ........D ...... .....19 4.'�. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followin of ation: Location ...... ... .(l. ........ ................C�.... i�/,�./ Q/T.... �...... ......... �� �` ///C� . ProposedUse ........... ��� L / .................................................................. Zoning District ........................Fire District ...................C. ......:............................................... Name of Owner �%S T RtiS..T ''` ..Address � .Name of Builder ..., �.. ......r� LGW..5.....:.F�EVEL"....Address ....................... c S s�n...................... .............................. Name of Architect ..... N Q,N............Address .... �......� .........XA.a?Md97.2OW7.................... Number of Rooms --� .Foundation �If ...PO.V.� ........L���1 T................................................................. ............. ....... ....... ................. I Exterior ......................J t!V,�LC�.....................................Roofing ...............GA;�......................................................... Floors P�-!" �6D.f�........................................Interior ...............5°! 'e�Cr .......................................... Heating .....................G`k` ...................................................Plumbing .......... �Q � :..........a..�. S...... Fireplace ................... .��': t................... ........................Approximate. Cost ...................J .. !!. 2 �" I. ,. .... r � Definitive Plan Approved by Planning Board _____ Area ,-4- r ---------19 ........6.,�-... r Z Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH IV a4A,4J OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . ........... Construction S ervisor's License M.Pzl........ r3S 'L S,_ TRUST 29487 1 No ................. Permit for ....lz..Story............., r ' Sin le Famil Dwellin 9 - $..................Y................... ................... , ... Location ......:Lo . $.kulzksA.et..&oa.d :... Centerville............ :.......:... Owner y _ _ ..:5 .. .. Trust _ Type'of Construction. .......V.r.amg.......................: ......................... ' Plot .......... Lot • '�. June 11, � .- _ -'�• � � - • Permit Granted ..........un ,86: = .. .......:.19 i �. Date of Inspectio AA.4040.7 Date Com lete n 47, a