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Home My WebLink About0065 CAMP OPECHEE ROAD 0 _ .� �� GCS �' �-�'� � �1�� c!� � � \ � . ,� �v � �� u � 3� ��N \f `\,1\E� \l\R\`V�lr1VV�Jr V TOWN OF BARt _ .:43T E BUILDING :I' ' PARCEL ID'210 002 GEOBASE ID 12932 M ADDRESS 65 CAMP OPECHEE ROAD PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 66572 TION MOVE LALLY COL./REINFORCE GIRT PERMIT TYPE BMISC ' .TLE MISCELANEOUS PERMIT CONTRACTORS: PROPERTY OWN Department of ARCHITECTS; � 100 P TOTAL FEES: - - ' - - Regulatory Services BOND $.00 CONSTRUCTION G��S7 $8 0.00 {► 753 MIS T CO ED ELSEWHERE 1 PRIVATE * sARNSTABLE, • MASS. 1639. FD MPr z BtRL INS DIVISION B DATE ISSUED 01/23/2003 EXPIRATION DATE--� - TOWN OF BARNSTABLE { BUILDING PERMIT PARICE`L :C 10 002. GEOEASF ID 12932 A DRESS - s CAMP. oPEcEE ROAJs PHONE CENTERV I LLE ,- Z I PLOT SIZE LOT M06k' - 1 BA �_: "DEVELOPMENT D STRICT CO PERMIT Ce572ER ON10VE TALLY COL./REIN 'GiCGI1Tt° PERMIT TYPE HMISC `'*IT ,E MISCELANEOUS PERMIT j CONTRACTORS: PROPERT t4N2� 00 ` ,, a epa men of ARCHITECTS- `Regulatory ervices TOTAL FEES. f BOND �y. `\ $.00 p1G 1b1�_ i CONSTRUCTION C $800.00 a 753 MIS, 1T .CO ED ELSEWHERE 1 PRIVATE anMsrAsLE, . 1639 A1� Z�,n IVISION DATE ISSUED 01/23 '2003 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 il ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF:PUBLICSEWERS 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 FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB 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 ELECT PLUMBING AND MECH- ANICAL(READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELINSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. `` 4.FINAL INSPECTION BEFORE OCCUPANCY. I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 { �ti 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD,OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL 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 OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r . I I I I� I I I I I I I j I I I I j I I I I I I I °*IME T� Town of Barnstable ti Regulatory Services * BMWMBLE, 9 MASS. g Thomas F.Geiler,Director rfo 39. ° Building Division Peter F.DiMatteo,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# y FEE: $ t do SHED REGISTRATION 120 square feet or less / Location of shed(4ddres4 Village +44 S /"lO s ��' -7 7/477 Property owner' name Telephone number 12 ` 12/0 Lce2 Size of Shed Map/Parcel# 02 f �'l�rL'6I 0.1— Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) Oa— PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 r som- MAP 210 # 65 ------------- 51 f:\dgn\consq,ovatign.dgn 03/21/02 04:21:20 PM r G Expires 6 march from issue c ,,,nor : Regulatory Services Fee 2<<IOU,— 9 ss" 8 Thomas F.Geiler,Director r' Z �� . Building Division Elbert C Ulshoeffer,Jr. Building Commissioned 367 Mafia Street, Hyannis,MA 02601w Office: .508-862-4038 Fax: 508-790-6230 EXPRESS PERNUT APPLICA � � . Not Valid without Red X-Press Imprint OF aq L Mapiparcei Number o a a2 Property Address (�� 6_ ,oe rG atesidential OR M Commercial Value of Work Owner's Name&Address � � // "( !J L A, f/- Contractor's Name A CIJ'�fT ��C �l—�.j'L 9w� ��'�(� Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) r7Workman's Compensation Insurance Check one: 1 am a sole proprietor I am the Homeowner (have Worker's Compensation Insurance Insurance Company Name Q� 4,1 Workman's Comp.Policy# /-- L d Permit Request(check box) -roof(stripping old shingles) Re-roof(not stripping. Going over existing layers of roof) Re-side Replacement Windows. U-Value (mum•44) [J Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations.i.e.Historic.Conservation.etc. Signature expmtrg P TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d Parcel C? Permit# �n Health Division Date Issued 23 Conservation-Division �� Application Fee Tax Collector Permit Fee r Treasurer S=PTfC 3 i"TE1'dl MUST Planning Dept. 1PISTAUED1V COa°P!i!pL( NCE EtafV��^e0:'M r ES Date Definitive Plan Approved by Planning Board 'I"Z� TOviv REO L CODE AND Historic-OKH Preservation/Hyannis Project Street Address 6 5— eah?Q 6)I2e-4e! P. ® Village C �,/'I Y"//!Ile, Owner P t'y �l fsi Address `— rr� —? Telephone —0 7 7 r Permit Request o`` [tea i ll I Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation d Construction Type Lot Size / `7 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ZNo On Old King's Highway: ❑Yes ❑No Basement Type: g 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 j{l Oil ❑Electric ❑Other Central Air: ❑Yes A No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing 0 new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Y Proposed Use BUILDER INFORMATION Name Telephone Number .�� 7 9,� f Z 7 Address LC2 License# l/l G Home Improvement Contractor# Worker's Compensation# ALLY RUCTION DEBRIS /R `ULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE J DATE FOR OFFICIAL USE ONLY RMIT NO. DATE ISSUED /. MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH, _ . FINAL i GAS: ROUGH- t FINAL FINAL BUILDING -- •- DATE CLOSED OUT ► .' m * = ASSOCIATION PLAN NO. J S i The Commonwealth of Massachusetts Department of Industrial Accidents _ Office afloyesaff'9 ass ' 600 Washington Stre et Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: � C> e�.�' •e zm �e� , location: , V � ci oZ�3Z hone# I am a homeowner performing all work myself. ❑ I am a sol ro/netor netor and have no one worlds. in ca achy %j/// ///% / workers' co ensation for my employees working on this job. 1 er roV1 ......... ..............:::•:.n........:.,.....:rr:.}:.Y}•::>:ry•{•Y:,:•>:•:::n:<{.::r.;}•... ::n•:{::: -r,.;,, ..' �::.;.,;�k.f:}a:;::;::.}:::%>::: am an em g ....n�;::.:........r...:........:::::.........:?.::... :....Y:•::::i•,:.).:.:.�.::: ,...,:- .... ...... v... ....v.. ....... ....... .... ....v.v::.}:4:.v::::........:vw;,v.n.•:•::::Y.v:;vw::v:•v:...........,.,.v}}:•:; .t........ .. n...... .........: .............r.. .....:.... ............,..................... w::::v:::::...........w:::::.....:a:}:.vv:r::::m:::::..,, r....v.....::::♦:...... 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I do hereby fy the pawns and penalties ofpe jury that the information provided above u trtu and carted ,`,%`'C Date j—/ —C� Signature A� Pont name ��t S ,•`O°�`S`S�t Phone# D�' official use only do not write in this area to be completed by city or town official per o dt/iicense# ❑Budding Department city or town: LILicensing Board ❑Selectrnen's Office checkif immediate response is required ❑Health Department contact person: phone#; (csyssed 9193 P7eq 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 contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants t Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and address and phone numbers along with a certificate of insurance as all affidavits may be supplying company names, 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 pern�it or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you policy,please call the Department at the number listed below. are required to obtain a workers' compensation 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 permitllicense number which will be used as a reference number. The affidavits may be returned*to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents flfflce of fnvesugatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 °FIME,° Town of Barnstable Regulatory Services B"NUAHLE, ' Thomas F.Geiler,Director 9 NAM. �AtF1 119.MA'SA�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. P Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: �f�vG� / Estimated Cost �C Address of Work: C_-�[�''/ �C � )`- Owner's Name: L' GSSJ Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ,ZJob 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: Date Contractor Name Registration No. OR Date Owner's Name r F girt flitch A ftusiness 7" x 8 1/2" 2.0E Parallam® PSL TJ Beam(TM)B. Serial Number 7002121371 User.2 1/10f20031:38:33 PM Page 1 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:26'1 716" I , r a.F-- Ell all ,o A 7' b 6'6116" 1 12'8 3a8"E* Product Diagram is onceptual. LOADS: (J Analysis is for a Drop Beam Member. Tributary Load Width:12' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Appiication Comment Uniform(psf) Floor(1.00) 30.0 10.0 0 To 26' Adds To Uniform(plf) Floor(1.00) 0.0 40.0 0 To 26' Adds To wall SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDead/Uplitt/Total 1 Pocket in masonry wall 3.59' 3.50" 3027/1061 /0/4088 L4 None 2 Steel column 3.50" 3.50" 6800/1612/0/84 L5 None 3 Steel column 3.50" 3.59' 11059./4049 /15108 L5 None 4 Pocket in masonry wall 3.50" 3.50" 4489/1686/0/91 75 L4 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L4,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 8656 7663 11503 Passed(67%) Lt.end Span 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -17174 4418 174 21165 Passed(81%) Bearing 3 under Floor ADJACENT span loading Live Load Defl(in) 0.418 Passed(L/360) MID Span 3 under Floor ALTERNATE span loading Total Load Defl(in) 0.568 0.627 Passed(1-/265) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L1360,TL:LI240). -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. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. AAA � \0 F M gSs9®d PROJECT INFORMATION: , _ OPERATOR INFORMATION: O�� MIC�ELE for: 65 CAMP OPECHEE RD. MICHELE TUDOR m TUDOR CENTERVILLE,MA XTREME ENGINEERING v No.34774 co FOR: JEFF MORASSI 2^ q? 123 Cottonwood Ln. STRUCTURAL u Centerville,MA 02632 9F t C Z O/G Phone:5087717601 G/STE�G��rr M,(, V r� tt Fax :5087717163 �` /ONW- • 5;"C� DI`�7 ��2 �) mctudor@attbi.com .Copyright O 2002 by Trus Joist, a Weyerhaeuser Business Para11amm.is a registered trademark of Trus Joist. �p'�S�i Jlr ►(/� y� "-i III/r/ i A a:1 cam. tom- �^ (9 i,2 5 � ` 2 / GENERAL NOTES AND MATERIAL SPECIFICATI❑NS, 1, Structural Steel, ASTM A992, Grade 50, shop painted w/ rust Inhlbitive paint. j 2. Anchor Bolts, ASTM A510 (Galvanized for Vxposure to moisture),.. 3/4' Clio, expansion-type x 6' Min. embedment. r AC 3. All workmanship to conform with Amerl>Gan ns'Ite of Steel Constructlon and Massachusetts State Building Code Latest Edition requirements. �A.A A I 4. All welds to be E70xx electrodes. Shop weld cap and base plates to ►� OF �® columns. ��y�N SSq 5. Coordinate all dimensions with Architectural Drawings, and field verify miCHEL `y�` where required, C. U'�v t g TUDO 0 U No.347 4 v STRUCT I RAL } �'►��fONA �,a STEEL BEAM CONNECTIONS MICHELE C. TUD OR, P.E. TO TIMBER FRAMING Consulting Structural Engineer 123 Cottonwood Lane Centerville, MAssachusetts 02632 I Drawn By: MCT Dote: r 4 3 Figure i C,* TVVI-VA«A—� JAY4 Checked By: Scale: none SK- iSSl File Name: Project No.: