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0114 STONEY CLIFF ROAD
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R� {t� s.: �' 01.v,. n e1. ,fp, 4"A ;g, .a a „��k,7'Syr lA ,( l MAC ,i... � a .A�,k� yn �+.� a , . n't: .` � uMHI' ,a I A° it L' A' w.-: a s1. n e .i s t' �' W.,'.,r .,<,1 +,st it ':q d A.. ,R IA'd '+ dl W 1a r fi r^.t ,a, e n. -•��. '- -„..:,,�--' r. - .OZ .ice --.. _.`�. a--A - A" ;.. l9•` ...a+' - ;+> '.r.F` , - ^R r w ;�u i1 i p c n _V x .. r� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 O Parcel 0 `3 / Application v',�U �iql Health Division Date Issued %J wy?,�tiec r�h �113 Application Fee Conservation Division Planning Dept. Permit Fee U v Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis, Project Street Address 11 y 51-o Al y C Li ro R p Village C e n-N-eyv//l e, Own r T> 4R9 Y 0 Fy l PY Address f/y /0V oz��y Telephone -el? C /�� 7 yY - %j,/- 72/` Permit Request /rX li/ X4A//y /Toar„ 011,84C/4 o 0/0-VI-e- iAI ete o% e IVdk e L ' ,�1� X �?2 ` uiaoGP/1 0. 01tou.- OX yew 11�,_4mi?Z Araa� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new .Zoning District R G Flood Plain Groundwater Overlay Project Valuation yOiGbG Construction Type Lot Size 01 3 y Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) _- Age of Existing Structure i Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: W/Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 0 Half: existing / new d Number of Bedrooms: existing e new Total Room Count (not including bath;,,): existing _�new�_First Floor Room Count Heat Type and Fuel: 3/Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes U(No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing �J new size_ . C7 S? Co Attached garage: 0 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: `' ,' t o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ t Commercial ❑Yes &No If yes, site plan review# Current Use AAA id PAYi# Proposed Use �'� Q APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name KUvy!�fff 0 iy Telephone Number Address /G Vr- V/,t27L a& 24 License# Ce yi',! , 1#4 Home Improvement Contractor# Worker's Compensation # W C C S 70 ze/�- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I� FOR OFFICIAL USE ONLY ;t APPLICATION# } --DATE ISSUED MAP/PARCEL NO. g - ADDRESS Y VILLAGE C OWNER DATE OF INSPECTION: a FOUNDATION &)$6,js3 w BFocrz#X s FRAME 3kew* SA/13 INSULATION FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusettsi- . Department of Industrial Accidents -- — Office of Investigations. - 1 Congress Street,Suite.100 - = Boston, MA 02114-2017: www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/individual):Capizzi Home Improvement Address. .1645 Newtown Road .Cotuit, MA:02648 :508-428-9518 City/State/Zlp. Phone.#. Are you an employer?Check the appropriate box:� I a a tractor and I Type of project(required): 40+ 4. m general con 1•.2 I am a employer with g 6: ❑New constriction * have hired the sub-contractors employees(full and/or part-time). 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. E] DgKolition working for me in any capacity. employees and have workers' 9. EKUilding addition [No workers' comp.insurance comp. insurance. required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all officers have exercised their.'work 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs . insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that cheds box#1 must also fill out the Section below showing their workers'compensation policy information\,` t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such., #C.ontractors that check this box must attached.an additi6al sheet showing the name of the sub-contractors and state whether or not those entities-have - employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:Associated Employers Insurance Company Policy#or Self-ins.Lie.#:WCC5010 547012011 . Expiration Date: 12/25/2012 Job Site Address: l y �/ 74h�y /��. �D City/State/Zip: 1414 G4*z Attach a copy of the workers'.compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 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 in,Vance coverage verification. "Ido hereby cer ' nder th and penalties of erjury that the information provided above is true and correct Signature: Date.. - -- Phone#: 508-428-9518 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/Town Clerk 4.Electrical Inspector. 5.Plumbing Inspector. 6. Other Contact Person: Phone#: . j . Client#:47298 CAPIHOM DATE(MMIDDNYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 12/2612012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Karen Walther Rogers&Gray Ins.-So.Dennis PrcOe c No);877=81 6 2156 434 Route 134 EMAIL South Dennis,MA 02660-1601 ADDRESS: INSURE S AFFORDING COVERAGE NAIC 0 __ 508 398-7980 INSURER A:Main Street America Assurance C INSURED INSURERB Associated Employers Insurance Capizzi Home Improvement,Inc. INSURER c Capizzi Enterprises,Inc. : INSURER o 1645 Newtown Road INSURER E: Cotult,MA 02635 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. INSR - ADDL BR POL C EFF POLICY EXP - LTR TYPE OF INSURANCE g WYVD POLICY NUMBER MMtD MMIDDIY LIMITS A GENERALLIABILiTY MPB1075H 6/0812012 061081201a EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PRE61% E�N�T D $500 000 CLAIMS-MADE I )d OCCUR MED EXP(Arri one person $10 000 PERSONAL&ADV INJURY $1,000 000 GENERAL AGGREGATE s2,000,000 GENiAGGREGATE LIMIT APPLIES PEP" PRODUCTS-COMPADPAGG $2,000,000 POLICY PRO- LOC A AUTOMOBILE LIABILITY M1M28044 8/08/2012 06/08/201 IaemfNGLELIMIT $500,000 XI AUTO • BODILY INJURY(Per person) $ ALJ.OWNED X SCHEDULED BODILY INJURY $ A AUTOS X FUREDAUTOS X NON-OWNED - ° PROPERTY DAMAGE $ AUTOS Per accident X rive Oth Car $ A X UMBRELLA LIAR OCCUR CUB1076H• 6/08/2012 06/0812013 EAcHOCcuRRENcE S5 000 000 EXCESS UA13 HCLAIMS-MADE AGGREGATE $5 OOO 000 DED I X RETENTION S10000 $ B WORKERS COMPENSATION WCC5010547012012 12/25/2012 12/251201 WC X STaru- oTH• AND EMPLOYERS'LIABILITY Y' - — ANYPROPRIETORIPARTNERtEXECUTIVE YIN ` _ E.L.EACH ACCIDENT $1 000 000 OFFICERIMEMBEREXCLUDED? NI NIA _ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE1$1 000 000 I(yes describe under - r DESCRIPTION OF OPERATIONS betav E.L.DISEASE-POLICY LIMIT $1,000 000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) *'Workers Comp Information*` ! Included Officers or Proprletors - i CERTIFICATE HOLDER CANCELLATION , SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS, j Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE - . 1 O 198 •2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S918591M91856 'TLH ' I Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet(991m3.)of enclosed space. Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-074640r' Failure to possess a current edition of the Massachusetts �.,,., State Building Code is cause for revocation of this license. GARY GUSTAFS(,* For DPS Licensing information visit: www.Mass.Gov/DPS 8 SHORT WAY SANDWICH 1VIA702563 � j���f , '' "� Expiration Commissioner 11/29/2014 1 92. �omvna.Z...eal o��/�aaaac�ivaetta O2 y Office of Consumer Affairs&Business Regulation or t r�fitlII Y20$ :bef=thiD "tea fte. If jomd retUrU ft jU OMEIMPROVEMENTCONTRACTOR S Sri$tttiaes i g;IR 4a Registration 106740 Type: 110rarlsPh=—SSu s 57 . Expiration 6123/2014 Supplement( �:i1 t} I16 7 CAPIZZI HOME IN�PJ�OVEME►yT NC. GARY 1645 Newton Rd. Cotuit,MA 02635 - I � Undersecretary �O. Gv �s9o, 0 EX ` DECK EX. �\ PROPOSED DWELLING `\\` 14'xl4' ADD177ON PROPOSED CP 4 x22' DECK 0 EX. OCP SHED p` ZONE RC SETBACKS CP F-S-R 20-10-10 LOT AREA 15,110 SF rSQ ps, EX. DWELLING AREA- 1447 SF EX. LOT COVERAGE= 9.6% �a PROP. LOT COVERAGE=10.9% SEPTIC FROM ASBUILT ON FILE AT THE TOWN HEALTH DEPARTMENT NO WETLAND INVENTORY WAS TAKEN FOR THE PREPARATION OF THIS PLAN CERTIFIED PL 0 T PLAID FULLER RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN OF y 114 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ���ti ASs9� BARNSTABLE, MA o� yG DATE: FEB. 20, 2013FJ,,OB RAWN: RBS ROBB �, #• S 001 c SYKES SCALE.1"=30' WG. CPP No. &U18 y EASTBOUND �� ` LAND SURVEYING 2'.,i - , s P.0. BOX 442 ROBE SYKES, P. S. DATE FORESTDALE, MA 02644 508-477-4511 Page 7 of 7 Capizzi Home Improvement Inc. Specifications:and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FORA BUILDING PERMIT WE, BARRY &ROBBIE FULLER, OWN THE PROPERTY LOCATED AT.114 STONEY CLIFF ROAD IN CENTERVILLE, MASSACHUSETTS. I I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO: LESSEE TO AP-PLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE ; MASSACHUSETTS STATE BUILDING CODE: SIGNATURE OF OWNER OWNER'S ADDRESS: 114 STONEY CLIFF ROAD,CENTERVILLE;r OWNER'S TELEPHONE: . 508-775-6883 LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: . : 1645 Newtown Rd.,.Cotuit,.MA 02635 - APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE.OFFICER: 4 RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: REScheck Software Version 4.4.3 Compliance Certificate Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family j Glazing Area Percentage: 20% Heating Degree Days: 6137 Climate Zone: 5 Construction_ Site: Owner/Agent: Designer/Contractor: Fuller Capizzi Compliance:10.8%Better Than Code Maximum UA:65 Your UA:58 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling 1:Cathedral Ceiling 224 38.0 0.0 6 Skylight 1:Vinyl Frame:Double Pane with Low-E 8 0.380 3 Wall 1:Wood Frame,16"D.C. 420 21.0 0.0• 19 Window 1:Vinyl Frame:Double Pane with Low-E 44 0.270 12 Door 1:Glass 39, 0.300 12 Floor 1:All-Wood JOist/Truss:Over Unconditioned Space 196 30.0 0.0 6 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 be n deio6ned to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the andatory requirements li n the EScheck In ction Checklist. -y�3 ame-Tie Sign re Date Project Title: Report date: 03/04/13 Data filename: C:\Users\Gary\Documents\REScheck\Fuller.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 20% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: E ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor:0,380 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. 0 Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: _ a Project Title: Report date: 03/04/13 Data filename:C:\Users\Gary\Documents\REScheck\Fuller.rck Page 2 of 4 t Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals C R 2)the following items have been satisfied: (a)Air barriers and thermal barrier:installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. . (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: n Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space.meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Cj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 f:2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Ll For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Project Title: Report date: 03/04/13 Data filename: C:1UserslGarylDocumentslRESchecklFuller.rck Page 3 of 4 f � - Heating and Cooling Piping Insulation: •HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Cj Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: - Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) � M Project Title: Report date: 03/04/13 Data filename:C:\Users\Gary\Documents\REScheck\Fuller.rck Page 4 of 4 2009 iECC Energy Efficiency Certificate y Ceiling I Roof 38.00 w Wall 21.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): j@M8@M=U Window 0.27 Skylight 0.38 Door 0.30 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: �pTHE r, Town of Barnstable • _ Department of Health,Safety,and Environmental Services II BARNSTABM ► "'"ES. Conservation Division 'OrEn►�'t a 200 Main Street,Hyannis MA 02601 Office: 508-862-4093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number Mailing address // V flow"I C lr,/=l= C-e ef-Pvv11le lk4 az.6 3.2- Project location Map/Parcel# r . z' />.e c.& a�� x6*c!c a< ho�/,/� Zrrgi°l Project description a The following minor activities will be reviewed,under Art. 27,by Conservation staff instead of the. Conservation Commission,as long as they are constructed at least 60' from a wetland:resource area or top of a coastal bank * Pathways 4' in width * Fencing that does not create a barrier to wildlife movement, 6"above grade * Conversion of lawns to decks, sheds, or patios that are accessory to single family homes, as long as: -house existed prior to August 7,1996 r -alteration within the buffer,zone is less then 250 sq.feet. ' -sedimentation and erosion controls are used during construction * Stonewalls (this does not include stonewalls for retaining wall purposes,grading and/or fill) /C 40t�d °� D 3161 l 2-a 13 ature Date Reviewed by Date _GIS Plan Attached(fee charged for plan) Q/WPFiles/FornvMnorAct ..4 WC Gnide to JVood Con.stritetion in High Wind Areas: 110 mph Wind Zone of 5 Ma sac�h usetts Checklist for Compliance (780 CMR 5301.2.1.1)1 �LLC}2_ D ���' �-I �l�t'lz► M-A 0 Check Compliance 1 A SCOPE WindSpeed(3-sec. gust).................................................................. .............:...............::..................110 mph WindExposure Category..................................................................'............................::...............................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................. stories 5 2 stories RoofPitch ..........................................................................(Fig 2) ...........................................(o� Z :5 12:12 MeanRoof Height ..............................................................(Fig 2).........'.....................:.............. ft 5 33' BuildingWidth,W ...............................................................(Fig 3).......'........................................ ft 5 80' BuildingLength, L ..............................................................(Fig 3)................ .............:................. ft s 80' Building Aspect Ratio(L./W) ...............................................(Fig 4)................................................. s 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................R 5 6'8" 1.3 FRAMING CONNECTIONS r General compliance with framing connections.........'.:`:......(Table 2)................ .............................................. 2.1 FOUNDATION r ; Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Concrete Masonry ..................................................................... ..:..... ...................................:..................... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only - Bolt Spacing—general ..........................................(Table 4).0*01AA ..Q ...P(!r IL S in. Bolt Spacing from end/joint of plate ............................(Fig 5).....................................tj?, in. 5 6"—12" Bolt Embedment—concrete.........................................(Fig 5)................................................Z in.a 7" Bolt Embedment—masonry.........................................(Fig 5).....:...................................... - in. a 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x 3.1 FLOORS Floor framing member spans checked...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...............:...................(Fig 6)............................=ft s 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....n............................:...... . Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7):...................................................:._ft 5 d Maximum Cantilevered Floor Joists tt Supporting Loadbearing Walls or Shearwall................(Fig 8)............................................:....... t s d FloorBracing at Endwalls........................................... (Fig 9)...........................:...............:.........:.............. Floor Sheathing Type ...................... ...............................(per 780 CMR Chapter 55)................................. . Floor Sheathing Thickness ...........'.................:.........:..........(per 780 CMR Chapter 55).....:.....-........:... in. Floor Sheathing g Fasteniri ....................................(Table 2)..Ad nails at m edge/(?m.field ............... — 4.1 WALLS Wall Height _ + Loadbearing walls.........................................................(Fig 10 and Table 5)........................... —ft 5 10, Non-Loadbearing walls.............. ..............._........(Fig 10 and Table 5)......... ..... ........L ,�ft 5 20' Wall Stud Spacing .......................(Fig 10 and Table 5)...:............... in.5 24"o.c. Wall Story Offsets .........._...:...............................I.........(Figs 7&8)............................................ - ft s d 4.2 EXTERIOR WALLS3 r Wood Studs / Loadbearing walls:..:........................... ..'..:......,............(Table 5)..............................2x lD - ft in. Non-Loadbearing walls.............:..................................(Table 5)................. ....2xZ `eft in: Gable End Wall Bracing' 'Full Height.Endwall Studs.............................................(Fig 10)................:..........:...................................... WSP Attic Floor Length...........:..............:.....................(Fig 11 1..: tZel ft zW/3 g ( 9 )...........�L14.' Gypsum Ceiling Length if WSP not used ...................(Fig.11 ..._ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ..............................of M Top Plate p, 5 ....(Fig 13 and Table 6).... �.�ft NEvE Length ............. 9 o tf,1�D p N Connection.(no: of 16d common nails).... (Table 6)...... 0 S RUG'34,�4 .4WC Guide to 6i%ood Construction in High Wind Areas: 110 mph Wind Zone OF5 Massachusetts Checklist for Compliance (780(-MR 5301.2.1.1)� Loadbearing Wall Connections .r Lateral(no. of endnailed 16d common nails).......:.......(Table 7).................. Non-Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)...............(Table 8).................................. .................. . Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ...............................:.........................(Table 9).................................. 4b ft In. 5 11' Sill Plate Spans ........:.......................:................I......(Table 9).................................j�ft_in.s 11 Full Height Studs (no. of studs) ...................................(Table 9):.........:.....:......................................(� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...........................•...............•...................(Table 9).................:................j ft_in. 5 12' Sill Plate Spans...........................................................(Table 9).................................!%aft_in. s y2" Full Height Studs(no. of studs)....................................(Table 9).:'......^...............`....I.......................... �i Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension, W 14 N Nominal Height of Tallest Opening2 ......................................::.................................... s 6'8 SheathingType..............................................(note 4)......................... :.................�:..:..... S Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 3 in. Field Nail Spacing...........................................(Table 10).................................................. Shear Connection (no.of 16d common nails)(Table 10).........................:............................... Percent Full-Height Sheathing.......................(Table 10).............................:.....................2f /0x14--2V 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)... ................. O!L Maximum Building Dimension,L -= I'4 - Nominal Height of Tallest OpeningZ......:...............................................:.. . s 68" Sheathing Type.....................:........................(note 4)......... ... ........I............... ...... Edge Nail Spacing....................I....................(Table 11 or note 4 if less)............... ........ in. Field Nail Spacing ..`....... Table 11 ....... in. Shear Connection(no. of 16d common nails)(Table 11) _........................................ ............... Percent Full-Height Sheathing.......................(Table 11)...................................................._% ✓ 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?......................................................:........ ................................................................ 5.1 ROOFS Roof framing member spans checked? .......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................'................. (Figure 19 f ft s smaller of 2'or U3. Truss or Rafter Connections at Loadbearing Walls I Proprietary Connectors �� Uplift...........................:....................(Table 12)......................,......................U= If Lateral..............................................(Table 12).............................................L= If Shear.....:.....'. ...................(Table 12).....................:......................S= ? p Ridge Strap Connections, collar ties o use er page 21..... (Table 13):.............................T= plf, Gable Rake Outlooker.::....:................................. (Figure 20)....... ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors - Uplift................I...............................(Table 14).............. . .. ............... U= lb. , Lateral(no. of 16d common nails)...(Table 14).............. ...........................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 9).........:...:....' Roof Sheathing'Thickness....:............................::....:... ......................... ....-. ...c �in. Z 7/16" SP Roof Sheathing Fastening .:.....•........:................. (T �.....�c.....ryb.C� .. hLiL.p.......... able 2)...Q,�..c�@. ... Notes: 1. 'This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14' d. All Straps per Figure IT e. Corner Stud Hold Downs per Figure 18a Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added.to the percent full-height sheathing No��pF MASgy�,yG quirements shown in Tables 10 and 11. M�CkA p 3. � bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness.pressure treated#2-grade. GoO �RP� N oS oG 11A S No 34 Q A EGIS 9GFESSIONP�� -7 ( 4 y ll )1 &A W6? EDGE I I M(N mGf.DIArT>� ( � I ��h�AINGAMIIJG I I d1��1h1��TYP• 1��•N1P��r 7YP. I I - - - - _ - - • P�cNEI, WSP ATTACHMENT Y 1 NOT 7o gt,,.Al.E �0% %RT• ko JAoit1Z. lkTTAGAMSMT NOTES: Wood Structural Panels shall be minimurn thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. u. AU horizontal joints'shall occur over and be nailed to framing. b iii. On single story construction,panels shall be attached to bottom plates and top memberpf the double top plate. `. iv. On two story construction,upper parcels shall be attached to the top member of rice upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. 1. v. Horizontal nail spacing at double top plates,band joists,and girders ihall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment i TT 711 Tl - II �I�QOD �S'tR�ULTUiLA�L pkl��.1. ' W�SP g44EP►T INCH WSP ATTACHMENT NOT TO SGAL.L G L �CPRIZQWT- A-L I r GENERAL NOTES AND MATERIAL SPECIFICATIONS: SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,Pc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING I I = 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2",diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per--750 psi, Fc_par=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall'be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. Ix6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads,and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job., 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked'at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing , 2-8d toenails ea.side a Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). . L N WINDOW 5GHEDULE COMMENTS £v ry£ NUMBER CdTY WIDTH HEIGHT RIO DESCRIPTION HEADER MANUPAGTURER o s W01 2 30" 48" 32"X50" DOUBLE HUNG 2X5X35" 2 6REAT LAKES SEABROOKE 6I6 GRILLE5 30" 48" 32"X50" DOUBLE HUNG 2X6X35" 2 GREAT LAKES 5F�BROOKE GRI E5 E N£ W02 3 E 5— W03 (2)GO1 VELUX MANUAL VENTING 5KYLIGHT5 R.O.21"X 26-118" _ N.a N 0 0 I V V 6:12 PITCH m r T N � 1 .9 X R FM LLLI N� L N REAR ELEVATION vd o_ EM FT-1 1 <_v ® FM `v . ® EUJ Effl m gp ate: 1.21-13Revisions:LEFT SIDE ELEVATION 2-14-1351DE ELEVATION Final Plans:BUILDER TO CONF2-26-13GONDITIONAND DIMEN510N5 ELEVATIONS scale: 1/5=1-0 1ALGepted by' EDate: Note:These plans are for the e anduse of Gapizzi Home Improvee not •�if�01 [o be dlsMbuted or used far ctherthan by Gapizzi Home ImprovAccepted by: Date: �3 '22'-0" , A 4X6 PT POSTS ON E n p T_0^ 10"DIA 50NOTUBE5 6'-10" d $ --- --b'-10"- �j @4-0 BELOW GRADE o 22:0 of I LINE_OF_DE_GK_E%TEN510N' _I ___ I - E t �n ALL NEW RAKES,FASCIA AND SOFFIT TO BE AZEK W y -- 4'-0" 14'-0' 4'-0" o ALL NEW GUTTERS AND DOWNSPOUTS TO BE =c E IE 6,�„ b... "v .032ALUMINUM Qa 2X10 RAFTERS 16 0G STRUCTURAL RIDGE'� � Y R-38 INS 5HINGLEVENT II RIDGE VENT TIE IN TO 2/2X10 BEAM 1/2"055 ZIP SYS SHTHG EXISTING DECK I m �/�@&4 ' b) 6:12 PITCH r ' ASPHALT ROOF SHINGLES, j 4X6 PT POSTS ON 24"BIG FOOT 30 YEAR E.2 ° 5ONOTUBE5 @ 45"BELON GRADE {3 TO MATCH EXISTING----- c 1L OVER 15#FELT <r 4 0 2X6 GLG JOISTS 16 Or, o p� _ EXISTIN¢P.T. 2XIQS "OG. w _ 2 a AND FRAMING o n e. 2X65 16 OC,R-21 INS n Ino Q o w1 TO REMAIN IN PLACE 1� 1/2"ZIP SYS SHTHG�3E7� - Q c,• REINFORCE AS NEEDED ;o. _ WG SHINGLES. d IL r ADD 3/4"T&G ADVANTECH SUBFLR I OVER AMONRAP a-0 3 w' ADD 1/2'PT PLY ON UNDERSIDE OF mp F �� FM Fffl FTU EXISTING FRAMING TRIPLE P.T.2X105.V I t 5/8"X 8"J-BOLT W/ OUTSIDE BOX(TYP) I O c EXISTING 2X10 J015T5 3 R 1_A 1.:U^`, t( 16"Or,INSTALL 3/4 T&G BOLT AND WASHER —s — — — VANTEGH SUBFL R-30 INS INSTALL 1/2"PT - 75 ————— PLY ON UNDERSIDE ��tMQsa��0�1�'Wflb Lt i(t� ——— —— —- —— OF EX FLOOR FRAME s p►T Ze/ .�?*'p TO BE BUILT UP TO BE LEVEL I I I 2/2X10 PT BM ON v N LEVEL 4X6 PT POSTS ON EXISTING FOUNDATION W/EX FLR LE 12"VIA BIG FOOT o v I -50NOTUBE5 @ 4-0 BELON GRADE d �v • - e I , 14'-0" - Date: 1-21-13 FOUNDATION/50NOTUBE LAYOUT scale: 1/4=1-0 5ECTION 0- PROPOSED ADDITION scale: 1/4=1-0 Revisions: - - 2-14.13 f ¢ �p`SµocMgss90 BUILDER TO CONFIRM ALL 2i28- ans: 13 R 02 MICHELE yc CONDITIONS CUDILO s s STRUCTURAL m e AND DIMENSIONS ON SITE Accepted by: - Date: 9 9N 34774 o O�SSONAe purpose and L� use o GaSizilHome Improvemeans are for the nt and are not - �^/ ^- to be distributed or used for construction other f� • Accepted by: Date: y An. than by Gapizzi Home Improvement. OF MASS 3-0 HIGH RAILING sr CtUOELE bGNm 9 m N E It 0 3 o STRUCTURAL m u� 14,_0„ T 4,_0„ Un9 FGIssEP���`o�" o s't DECK EXTENSION TO PATIO AND SHOWER T-p°® ® SSIGNPL o Z N n m NEW DECKING 1 �����JJJJJJ v TO MATCH EXISTING FAMILY ROOM ADDITION CATHEDRAL CEILING A-Z EXISTING DECK (CARPET AND PAD FLRG BY OWNER) TO REMAIN A5 IS _M � - (not drawn to scale) O N T N EXISTING d E 3 PATIO z 4 w tL NEW STEPM o -6 L(2)VELUX MANUAL v Q In°r REUSE SLIDER VENTING SKYLIGHTS o 0 0 C01(R.O.21 X 26�/g) 3g° IL EXISTING 5HOWER b CASED OPENING VW e 45 ANGLE AT UPPER CORNERSLLm EXISTING EXISTINGZ� R7��yLISTING BATHRM a m EXISTING DINING 14 51iwo ��KITGHEN 0 ENTRY EXISTING f BEDROOM N m - - Date: � 1-21-13 r Y • `- Revisions: 2-14.13 IF- Fin Plans: BUILDER TO CONFIRM ALL 2-28-13 CONDITIONS AND DIMENSIONS ON SITE Accepted by: Date: FIRST FLOOR PLAN scale: 1/4=1-0 Note:These plans are for the sole purpose and use of Capizzi Home Improvement and are not to be distributed or used for construction other • .Accepted by: Date: - - than by Capizzi Home Improvement. ---� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map i y Parcel U 3 Application #a o[ 3a Health Division Date Issued L Conservation Division Application Fe Planning Dept. Permit Fee to() " Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address i I y 5�'onre� CI ir' R d�v Village C e n Te vJt l 1 t Owner BA1(✓V D I'011-Pv Jo ley--A C Fulled Address i/Y S�Ag- CbW Telephone 1 `�' �� y- 7;Z I Permit Request -5M411 4Py;4-iv1vA 1 Deck- AVPA. '7-0 C tuna et t -eY-,*.<pm! -fP f L �.4114t rest b ,l�yuc 144 f-VA 4Tr d r&A6fOpt' P,4;rlW_ S'1ir1;?-OR Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R C Flood Plain Groundwater Overlay Project Valuation I 1�1000 Construction Type WOOP Lot Size 0 +{ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family WK Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes LWNo On Old King®Highways Y(g ❑PGo ZZ ::;_. Basement Type: ®'Full ❑ Crawl ❑Walkout ❑ Other c rp F. n O Basement Finished Area(sq.ft.) Basement Unfinished Area (sq )Number of Baths: Full: existing new 0 Half: existingi Number of Bedrooms: -3 existing 0 new Total room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: O16as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes .2(No Fireplaces: Existing i New Existing wood/coal stove: ❑Yes Llo Detached garage: -❑/existing ❑ new size—Pool: ❑ existing ❑ new_ size _ Barn: ❑ existing ❑ new size_ Attached garage: W existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes dNo If yes, site plan review# Current Use 5iN 61e. ieAmi y /lepaP 1,&41 Proposed Use -rl oV le I;f44 � 1140V �10 tTi4 APPLICANT INFORMATION BUILDER OR HOMEOWNER �,�,�y �u✓�gffoh Name Telephone Number � �/�� 9s"%� C'4'P Zz1• � C s — o 7 y G yo Address 16 y!r 09/ License # C04041 Home Improvement Contractor# 1 007 ylJ Worker's Compensation # W C C`'Q /D ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A) B?Ar 401ry J� �zvi'r�_/. SIGNA E DATE b 4 _ FOR OFFICIAL USE ONLY E, -APPLICATION# k DATE ISSUED `y MAP/PARCEL NO. ADDRESS VILLAGE { OWNER ' DATE OF INSPECTION: 4,eFOUNDATION: /13 Row► 'r -FRAME ,i INSULATION iF t FIREPLACE f• t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' GAS: ROUGH -FINAL r FINAL BUILDING Gllff�l3 r4 y Yc DATE CLOSED OUT' ASSOCIATION PLAN NO. r s• t r - Department oflndustrialAccidents —. Office of Investigations 1 Congress Street,Suite 100 -- Boston,AM 02114-2017 www.mass gov/dia 'workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Auplicant Information PIease Print Legibly Name(Business/Organizadon/IudMdual)'Capizzi Home Improvement Address:1545 New[own Road City/State/Zip:Cotuit, MA 02648 Phone#:508-428-9518-------------- . Are you an employer?Check the appropriate box: 40+ .4. I am a e F7E oject(required): 1�.M.I am a employer with ❑ general neral contractor and T employees(full and/or part-Time).* have hired the sub-contractors construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. odeling D,e—e ship and have no employees These sub-contractors have o n!y olition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.msurance.t 9• ❑Building.addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. ] I anr.a homeowner doin all-Work officers have exercised their g11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required.]Ic. 152, §1(4),and we have no 12.�Roof repairs em to ees: 13..❑Other.. p y [No workers comp.insurance required.] . *Any applicant that check box#1 must also fill out the section below shov�'ing their workers' ompensation policy information" f Homeownets who submit this affidavit indicating they are doing all work pnr'�i then hire outside contractors*nr stsubmit anew affidavit indicating such. tConfractors that check this box must attached an addition sheet showingthe name of the sub-contractors and state whether or tot those entities have employees. If the sub-dontractors have employees,they nin§f provide their wdrke ,comp,policy number.. Lain an employer that is providing workers'compensation insurance for my employees Below is the information. policy and job site . Insurance Company Name.Associated Employers Insurance Company Policy#or Self-ins.Lic.#.WCC5010 547012011 12/25/2012 Expiration.Date: Job Site Address: 1, City/State/Zip: 1194 o6 3 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to'secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 $250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA ance coverage verification. 140 hereby cert e he sins and penalties.ofperjury that the information provided above is true and correct* Si ature: Date: 0 Ir Ur .20/3 Phone#:508-428-9518 { Of 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): Y:Board.of Health 2.Building Department 3.City/Town CIerk. 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:47298 CAPIHOM DATE tMYYVY) ACORD- CERTIFICATE OF LIABILITY INSURANCE 12/26/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may requue an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME-- CONTACTKaren Walther Rogers&Gray Ins.-So.Dennis PfIONN. No.877-816-2156 434 Route 134 E-MAIL ADDRESS:- South Dennis,MIA 02660-1601 INSURERS)AFFORDING COVERAGE NAIC# 508 398-79BO INSURER A:Main Street America Assurance C INSURED INsullEft 6:Associated Employers Insurance Cap'Izzi Home Improvement,Inc INSURER C. Capizzi Enterprises,Inc. - INSURER D: 1645 Newtown Road INSURER E-Cotuft,MA 02635 INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF LN"ANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. Po L RR TYPE OF INSURANCE BR POLICY NUMBER JMWDDNYMEFF IMMIDDNYYVI EIIP LIMnS A GENERALUABILmr MPB1075H 6/08/2012 0610812013 EAcHoccuRRENcE $1,000000 X COMMERCIAL GENERAILLIABILITY i IEEsT° (ZED$500,000 CLAIMS-MADE �X ocalR MED EW tan one Pin) $9 0,000 PEF--QW&ADVNAM $1,000,000 GENERAL ABATE s2,000,000 GENI AGGREGATE UMIT APPLIES PER: PRODUCTS-R wmpAGG s2,000,000 POLICY n PRC°'r LOCJE A AUTOMOBILE LIABILITY MIM128044 D610812012 0610812013 ca=EDtSlNGLEu'6T s500,000 TO BODILY INAW(Per pw") $ NED X SCHEDULED BODILY INJURY(PW.a $ - AUTOS _ J�NYj REAUTOSAUTOS WNED PROS DAMtflI rlve Oth Car $ A X uMBRELLALLAB OCCUR Ct1B1076H 06108=12 06108r2013 EAaioccuRRENcE $5 000 000 EXCESS UAa HCLMMS-MADE AGGREGATE $5`000 000. DED I X RETENRON s10000 $ B WORKERS COMPENSATION WCC5010547012012 121251201212125120E X WcsrATuS1 10.TH- AND EMPLOYERS'UABI TTY YIN A YICE°wnPiE%i EARLUDT N►A El-L�A�DENT $1 000,000 (MandatagInNH) E.L.DISEASE-EA EMPLOYEE $1000,000 BD cribe der ESCRwTION OF OPERATIONS below - E.LmEAsE-PDUCYLIMIT $ ,000,000 DESCRIPTION OF OPERATIONS I L OCATURIS I VEHICLES(AKach ACORD tilt,Additional Ramada Schedule,if more space Is required) - **Workers Comp information" Included Officers or Proprietors CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISfONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 019 •2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) n 1 of 1 The ACORD name and logo are registered marks of ACORD #S91859/M191856 TLH . a , Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet(991M )of enclosed space. i=f Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-074640��,' Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. GARY GUSTAFSO ' it www.Mass Gov DPS 8 SHORT WAY SAPDWICHM _ For DPS Licensing information v 025�6�r . �. - :. J. ��` • A i+�`� Expi ration commissioner 11/29/2014 92. �o � ��a a a eensa or rem sty a oa 0d far iu�r ul use a~ y ' Office of Consumer Affairs&Business Regulation ora the CtU%dm fte. Tf re€ to. -_ OME IMPROVEMENT CONTRACTOR 0iceof�t a�erAffai sandDasmesg 1 #(M Registration,:_` f ilQrk 'lasa- 5170 9 =3 t'00740 Type' z Expirafioit_Ff3723%2014 Supplement( , CAPIZZI HOME IMP-ROVEMENT lNC. <= 3ARY 1645 Newton Rd. �otuit,MA 02635 igaatm Undersecretaryoats I �f-0 ry c 1.r?v 0 lI,e /V Page 7 of 7 Capizzi Home Improvement Inc: Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT WE, BARRY&ROBBIE FULLER, OWN THE PROPERTY LOCATED AT,114 STONEY CLIFF ROAD:IN CENTERVILLE, MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO ' LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE: SIGNATURE OF OWNER: �j� C OWNER'S ADDRESS: - 114 STONEY CLIFF ROAD,CENTERVILLE, A OWNER'S TELEPHONE: .508-775-6883' LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 Newtowri Rd., Cotuit, MA 02635 APPLICANT'S TELEPHONE: 508-428=9518 - - - RESPONSIBLE OFFICER..' A RESPONSIBLE OFFICER ADDRESS: - RESPONSIBLE OFFICER TELEPHONE: i577e-ij-'rive N R`V Y � \ �S VV s9o, ,`O PROPOSED (� EX 8'x12' DECK DWELLING ,. z14' ADDITION OCP 4'x22' DECK EX. OCP. SHED ZONE RC SETBACKS CP F-S-R 20-10-10 LOT AREA 15,110 SF `5006, w EX. DWELLING AREA- 1447 SF EX. LOT COVERAGE= 9.6% PROP. LOT COVERAGE=10.9% �q�• SEPTIC FROM ASBUILT ON FILE AT THE TOWN HEALTH DEPARTMENT NO WETLAND INVENTORY NOTE. 5-15-13 WAS TAKEN FOR THE THIS PLAN ADDS THE 8'x12' . PREPARATION OF THIS PLAN DECK TO THE PROJECT. • r w C R T1lFIED PL® T PLAN FULLER RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN of 114 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ��P` Ass90 BARNSTABLE, MA • oa' yG DATE: 5-15-13 DRAWN: RBS ROBB r+ " JOB #• S 001 c SYKES SCALE:1 =30' DWG. CPP ' No. 35418 �' EASTBOUND �— �o,� c�s E��`0�`o LAND SURVEYING " ./ 5-/3 io, T Sod' P.O. BOX 442, ROBB SYKES, .LS. DATE FORESTDALE, MA 02644 508-477-4511 f z o �� p0 EX. ` DECK 05 "J PROPOSED DWELLING \`V 14'xl4' ADDITION - PROPOSED CP 4 x22' DECK' ' p � EX. OCP >S�' �h , SHED �. . , aAy ZONE RC SETBACKS CID .. F-S-R 20-10-10 LOT AREA 15,110 SF per, EX. DWELLING AREA- 1447 SF EX. LOT COVERAGE= 9.6% PROP. LOT COVERAGE=10.9% �q�• SEPTIC FROM ASBUILT i ON FILE AT THE TOWN HEALTH DEPARTMENT NO WETLAND INVENTORY WAS TAKEN FOR THE PREPARATION OF THIS PLAN CER TIFIED PLOT PLAN FULLER RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN of 114 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ,��P` Ass�o BARRIS7'ABLE, MA 9 DRAWN:_RBS o`' o DATE: FEB. 20, 2013 � ROBB �, roe #: s 001 " c SYKES SCALE:1"=30' DWG. CPP No. 354.18 "' EASTBOUND ' LAND SURVEYING , P.O. BOX 442 ROBB SYKES, P.LS A 'DATE FORESTDALE, MA 02644 508-477-4511 1 T(f t. s nq ! ;� < o _ uj M. 77 I I I YI Yy . ��yfa T :+ 3-0 HIGH RAILING e ✓ f E y JW .. DEGK EXTENSION TO PATIO AND E R p�p eftaod..i aFw' -.T .- .. In J { NEW DECKING I & 0 TO MATCH EXISTING FAMILY ROOM R ADDITION CATHEDRAL CEILING _ EXISTING DECK (CARPET AND PAD FLRG BY GWNER) TO REMAIN A5 15 (no[drawn to scar) it �� �.l v 11 731 W03 0 T I — — — — EXI5tiN6 a� En NEW STE jV PATID o i_. ' L(2)VELUX MANUAL. REUSE SLIDER 1 VENTINGI SKYLIGHTS p p l �£ z R CO(R.0.21 X26 T!8)' �p 38' • EXISTING ; ' _ CASED OPENING W( 45 ANGLE AT UPPER CORNERS i Risk 1. �> EXISTING o EXISTING EXISTING , EXISTING DINING KITCHEN BATHRM y n o ENTRY v _ EXISTING ly ex BEDROOM A v' I t I I , it i Date: Revisions: IIp4' 2-14-13 - - . t, Final Plans:._ BUILDER TO CONFIRM ALL 2,29-13 CONDITIONS AND DIMEN51ONS ON SITE Accepted by: Date: FIRST FLOOR PLAN scale: 1l4=1-0 .� t�Y Note:These plans are for the sole puose and WV ZZ Y use of Gapizzi Home improvement andrp are not .• Accepted by: Date: to be distributed or used for construction other o roan by Gapizai Home improvement. 319,V" V910 NMOL J,����� �Uwa.-.r� z . �. �. �� . _ �. _. http://www.malegislature.gov/Laws/GeneralLaws/PartI/Titl 114 Stoney Cliff Road Centerville Revision of deck part of project µ Enclosed is a copy of a survey dated 0505/2013 showing a 8 x 12 deck extension Y between the new deck and the existing deck. The plan showing this is included for your file as well as the survey of the original deck in back of the 14 x 14 addition we are doing also with this permit Capizzi Home Improvement ' Gary Gustafson C-3 cr - , c,Ts fi o EX. DECK O 1 PROPOSED 69 -EX. 8x12 DECK 1 ' ' I DWELLING 'x14' ADDITION OCP 4'x22' DECK ,�oR, � EX. � r ^ OCP hh SHED Y , ZONE RC SETBACKS CP F-S-R 20-10-10 LOT AREA 15,110 SF �5�O6, EX. DWELLING AREA- 1447 SF EX. LOT COVERAGE= 9.6% PROP. LOT COVERAGE=10.9% ��• SEPTIC FROM ASBUILT ON FILE AT THE TOWN HEALTH DEPARTMENT NO WETLAND INVENTORY NOTE: 5-15-13 WAS TAKEN FOR THE THIS PLAN ADDS THE B'x12' PREPARATION OF THIS PLAN DECK TO THE PROJECT. CERTIFIED PLOT PLAN FULLER RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN Uf � 114 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ��P�tN ASSgP BARNSTABLE, MA y DRAWN: RBS o G DATE: 5-15-13 ROBE F, JOB #: S 001 o SYKES SCALE:1"=30' DWG. CPP No. 35418 y EASTBOUND A01 ,� Fa�� LAND SURVEYING 6- 3 i E S.' P.O. BOX 442 ROBB SYKES, ALS. DATE FORESTDALE, MA 02644 508-477-4511 r a J VV S`S9p. 00 k" (� EX. �\ PROPOSED DWELLING \' 14 z14' ADDITION O PROPOSED Cp 4'x22' DECK EX. OCP SHED �A. ZONE RC SETBACKS CID F—S—R 20-10-10 1 LOT AREA 15,110 SF EX. DWELLING AREA— 1447 SF EX. LOT COVERAGE— 9.6X PROP. LOT COVERAGE=10.9% �. SEPTIC FROM ASBUILT ON FILE AT THE TOWN HEALTH DEPARTMENT NO WETLAND INVENTORY WAS TAKEN FOR THE PREPARA71ON OF THIS PLAN CER TIFIED PL 0 T PLAN FULLER RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN of v 114 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ��� Ass�o BARNSTABLE, MA ? yG FR— DAAWN: RBS TE: FEB. 20, 2013ROBB �, OB #: S 001 SYKES SCALE:1"=30' WG. CPP No. 35418 ti EASTBOUND LAND SURVEYING A - 6 ee� Z 21" , ,�� S ' P.0. BOX 442 ROBE SWES, RLS DATE FORES7DALE, MA 02644 508-477-4511 7-00 4 4/,,r4LLS7, ZE hW . r � � r i r j� d AM �� l$A1v : �� 5Ti9-6G,�,4E►� ® 1G �G, �ry�� � , _ , 22:_0,: 3-0 HIGH RAILING E a E DECK-, E1,1510N TO 5 PATIGTAND SHOWS az , v NEW DECKING V S' TO MATCH EXISTING FAMILY ROOM Ej '? ADDITION CATHEDRAL CEILING _ EXISTING DECK (CARPET AND PAD FLRG BY OWNER) R TO REMAIN A5 15 (not drawn to scale) [n EXISTING fir. O .PATIO _ MEW STEP - o r LL i {2)VELUX MANUAL REU5E 5LIDER VENTING 5KYLIGHTS co,(R.O.21 X 2b EXISTING SHOWER .............. } 8 - GA5ED OPENING W! 45 ANGLE AT UPPER - CORNERS v EXISTING _ m .... :.-a EXISTING EXISTING EXISTING gATHRM �3 o.. ENT RY DINING KITCHEN N V a EXISTING ' 1 BEDROOM q L / Date: Q. r - - Final Plans:. BUILDER TO CONFIRM ALL 2-26-15 CONDITIONS AND DIMEN51ONS ON SITE Accepted by: Date: FIRST FLOOR PLAN scale: 1/4=1-0 Note:These plans are for the sole purpose and use of,Gapi=i Home Improvement and are not to be Accepted by: Date: than by Gaplzxi distributed or used for construction other Home Improvement • TOWN OF BARNSTABLE 20113 JUM 12 A: : 3 6 VV Ss9o, 0 �p0 EX. ry DECK O NEW A 8 x12' DECK (� EX. DWELLING . SONO TUBES (Typ) 4 x22' DECK �? EX. SHED aA, MBLU 190-37 114 STONEY CLIFF RD. 'Sons, BARNSTABLE, MA- ZONE RC SETBACKS F—S—R 20-10-10 LOT AREA 15,110 SF EX. DWELLING AREA— 1447 SF EX. LOT COVERAGE= 9.69 PROP. LOT COVERAGE=10.99 FOUNDATION -AS-BUILT PLAN FULLER RESIDENCE 1 CERTIFY 1HAT THE IMPROVEMENTS SHOWN of w 114 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ��P� AsM, BARNSTABLE, MA o? 9G DATE: 6-9-13 DRAWN: RBS ROBB �, JOB # S 001 / c SYKES SCALE:1"=30' DWG. CPP No. 35418 y EASTBOUND ��F sTE��40 LAND SURVEYING �l3 , , S P.O. BOX 442 ROBB SYKES, .LS. DATE FORESTDALE, MA 02644 508-477-4511 TOWN' OF RARNSTASLE 11 JlUM 12 A IN 81: 36 w 'Ss9o, 0 EX. cV DECK O NEW A\ 8'x12' DECK (� EX. DWELLING . SONO TUBES (Typ) M 2' DECK EX. hh SHED MBLU 190-37 114 STONEY CLIFF RD. 'Soo6, BARNSTABLE, MA ZONE RC SETBACKS F—S—R 20-10-10 LOT AREA 15,110 SF EX. DWELLING AREA— 1447 SF EX. LOT COVERAGE= 9.6Z PROP. LOT COVERAGE=10.9% FOUNDATION AS-BUILT PLAIN FULLER RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN OF a 114 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ��P�t� Ass90 BARNSTABLE, MA DRAWN: RBS c DA 1E: 6-9-13 ROBB SCALE:1"=30' JOB #: S 001 c SYKES DWG. CPP No. 35418 y EASTBOUND �� LAND SURVEYING t/ —u- � s� ER ' P.O. BOX 442 a FORESTDALE, MA 02644 ROBE SYKES, P.LS. DATE 508-477-4511 FTNE'Tp�yn TOWN OF BARNSTABLE Z BABBSTAMILL i 9 111.11LDING INSPECTOR o Mix a. 4 APPLICATION FOR PERMIT TO ..A.41................ ......... /.. '...................................................... TYPE OF CONSTRUCTION .....t�`��� ..�� .. .. .. .�....I� Id— ......... J...,9.:7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according ptoo the following information: Location ......l.l.!�.....5.�. t/ , ....... J ...../�/...1.- ..........����Y�U�.4 ............................................. ProposedUse ... ...` .... � C� ................................................................................................... Zoning District ....R..C......................................................../...Fire District ..... — ��j�Fi/1!iz Name of Owner .. �� ...���. G�"CrL�l�.........Address G Name of Builder ... e l'1✓� �/ /`� ...........Address 0. L "l� �til S ................ ..... ...../ ,...........Y.. .. ...................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms � ................................Foundation C 5� � Exterior ....... ...........................................Roofing ... 5 C. .... / ..yJ..1azz. �.......................... Floors ........... ................................ ............. ....................................................... J.1���./�.�.�. ....................... .Interior �4..�:� ,v� Heating .../�o.............................................................Plumbing .............1!�� .......................................................... Fireplace NO ..............................Approximate Cost ,�.QJ! .f�' y. ... .�.�� Difinitive Plan Approved by Planning Board __________________________ Diagram of Lot and Building with Dimensions Pam } � v s ¢ L1, 8. o U) Z 1) 0 zA4 Lj 0 � o m LL LLcc LL—CL LL OnZ o,V.)a" woW cL p � WU)LLJ � � l— LL1 V` U \Z,Z oj�: � � . o x Ej. � Ld z 4 LU U 2Zp� . ice I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......................... ...... � ........ ........ .................. Fuller, O° ' ' . ' ' �- ~ l���v , �� -'^^^ az�� to No°---.--' Permit for ......................... � dwelling .-.--.-.-.-.--.-.-.--.-.-.-.-,.~..- ^ � ` I]1� Cliff Road Location -.-.--,--'.....--..-.--^.--.- Centerville ----'-----^`----~'-'--------'- Barr Oxmner ---.. _O�..FuIIer..................... � Type of Construction -.-.-. --_---' -----~--.-----.---.---,-----. � ` Plot ............................ Lot ................................ ' ^ ' l April 19 72 � Permit Granted ................................ lV � --- of Inspection' --- ' .~'' � V � 1 � Date Completed 19j ' PERMIT REFUSED . ` ..................................................... ..... 19 � � -..--.-.--..,,.-~.-..----,---.-.--. ^ ° ^ ~`--^-^^'^''-^^^-'-'--'-^^^^---'~~-' � � ^^^^^^—^-------`--^~-^^^^~`^~^~-- ^--~'~--------`-----~------`^' � Approved .. 19 � ^ .--.-------~....---.-.....-, � , --------.-------,........- �� l l Engineering Dept.(3rd floor) Map Parcel Permit# :3 House# // Date Issued ' ,� Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) — © e a- fOff) tz 2 Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) - Planning Dept.(1st floor/School Admin. Bldg.) m �P THE , SE d lc SYS v� , �E Definitive Plan Ap roved by Planning Board 19 ..,INSTALLED m,, t:E S TOWN OF:BARNSTAB CHI"�R-1•@ ,�s�,.� AND (� CV�°b R EGULA�'IONS Building Permit Application Project Street Address /f'� SN C."G/, Village Owner # _& ,Q e ,(Ll Address "�/��NG� e�l>G/-= A, ' Telephone -Permit Request ' ��'U .t2�ilC 0.�-G� �jS�->✓✓ /o�fo .t'/ .11�1� � �-Q•? �iu G��•�'�� First Floor square feet Second Floor square feet Construction Type o� Estimated Project Cost $ a0 r Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family wl-," 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 No.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 Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 21qo- If yes, site plan review# = - Current Use Proposed Use Builder Information Name<�d 12 Z R Telephone Number ?�Z hr—$Zs Address eW tiles �� C� T' License# G6`�J 0 3'�- Home Improvement Contractor# /04r7'qV10 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE --� i DATE --/7-526; BUILDING PERMIT DENIED FOR THE FOLLO ING REASON(S) f FOR OFFICIAL USE ONLY , PERMIT NO. E DATE ISSUED - y MAP/PARCEL NO. ADDRESS VILLAGE' OWNER . • 1 f� DATE OF INSPECTION: FOUNDATION �7 LZ�5�T_ + _ FRAME i INSULATION i FIREPLACE ' ELECTRICAL: . ROUGHS' -' FINAL- PLUMBING: ROUGH' - ;- FINAL w 1 1 _. A:•' GAS: `ROUGH ".FINAL , FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLANII ='' ' ✓ Vow �t.��%LlGll�I1G��:f�2l�GO�LL4 I I� I HOME IMPROVEMENT CONTRACTORS REGISTRATION IV Board of Building Regulations and Standards i One Ashburton Place — Room 1301 i Boston , Massachusetts 02108 j I HOME IMPROVEMENT CONTRACTOR -----'----------------------- ---- Registration 100740 Expiration 06/23/00 Type — PRIVATE CORPORATION i HOME IMPROVEMENT CONTRACTOR I Registration 100740 CAPIZZI HOME IMPROVEMENT , INC . G Type - PRIVATE CORPORATION Thomas Capizzi , Sr . Expiration 06/23/00 1 1645 Newton Rd . I C o t u i t MA 02635 CAPIZZI HOME IMPROVEMENT, INC hgaas Capizzi, Sr. 1 ! 1645 Newton Rd. ADMINISTRATOR 1 Cotuit MA 02635 I DEPAP.TNENT OF PUBLIC SAFETY CONSTRUCTION SUPEF.VISOF LICENSE UuESer: Expires:, Restricted To: 11 THONAS I tAPIlzI JP. }� - --.- �..,:�:`.'. ;. ,:�•• 261 PERCIVAI DR :I r t—. 1IBARNSTAELE. NA 12668 _" t The CUI11171011wea1111 of1fassachuscirs Dc partl7tctrt of ludttsrrial Accidems • t OIfcP aflnyestf�atlons 6(1(I If'ushinrturr Strcri : i.. . .- =. B��stvrr. ,'11rt�s. (IZIII �-' Workers' Compensation lnsursnct: AMdavit —" r P P 1 iv � li ::nt information-• ...... . __._ _ . ._.— ._ _. _. --•ter -- -- -•.._. nOrTIC: 7/ Lnc vino ! r`; N�.%lJil t nhnnc l am a homeowner performing all work mvseif. 1 am a sole proprietor and have no one working, in am capacity _ w l am an eripiover providin_Aworkers' compens:tion for my etnpiovees working on this joc. cmm�•tm• n•Tmc• - �dtlrccc' rTt nhnnc 0- I rnc:rrtncc n -�— / 7�� ��" nnficl e C��QLLl�3a Z Z�}' 2� l am ,sole proprietor. gencral contractor. or homeowner(circie arre/ and have hired :he con:^c;ars listed eeiow who the iollowirt_ %vorke.r"S compensation polices: comninv nrTnc- ltlrirccc' nhnne a• cmm�^n� n:trnr• at(tlrc<c� rin•- nhnnc e- incurnncc re). nnlin Att_ch additional shcct if neceiiarv_. y. ''' �' -.�,_:.,. � - __•.. __......,�. •......,_. -.L-., r,� r:- _�;;:.:r..-..: .:.:-_.: F::ifurc to secure cnycr=ec rs required under-'cctton—":A of.%IGL 15Z can lend to the imposition of criminal penalties of a line up to SISOU.uU andiur unc V cars imprr.onmcnt:ts N%'cli us civil penalties in the Corm of a STOP NN'ORI:onDER ind a fine of SI00.00 a dad against me. I understand that CUM.of thi..% utcment ma% be Curn•nrdcd to the Office of Inycstieations of the DIA fur coverage verification. 1 do herein ccrrifr turdrr the Pains arrd penalrics of.periur•rlrar ncc urformariorr provided above is true and com•cr l Si^^atun Date `�•r�'f a Print nrtc Phone ntTicial use unly do not write in this urn to be compicteti bV cirg or town otTicial t city or town: permitilicensc Al r'tluildin^Department [Licensing Board L Q check it im:nctiistc respunse is required Cticicetmen s orAcc r" [ilcaith Ucpsrtmcrr contact persnn• phone#: r Othcr stable n of am NIAS& The Town B a�rsrAAi t' 9�°r A1��' Department of Health Safety and Environmental Services E1659. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date a�,, --/7 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. � 04 Type of Work: Est. Cost Address of Work: 6; tAAI Owner's Name AAlw H:a2� Date of Permit Application: �� 9 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. 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 .1 hereby apply 1Y for a permit as the agent of th owner: VO Date C t for Name Registration No. OR nerp Owner's Name PLOT PLAN FOR LOT # Indicate location of garage or accessory building Additions with dashed lines -------------------- Sewerage disposal (cesspool) We1.l jS I I I (lot. . . . . . .. . . . . . . . .ft. rear) ` buttor s Abuttor's ame Name of # I Lot # REAR YARD this is a If this i s_ orner lot, . . . . . .. . �� .ft. corner lo- rite in name • . .write in f street. ,1 name of a other gi p. ) street. v SIDE YARD SIDE YARD HOUSE SET BACK ' � 19 (lot. . .. . . . . .. . . . . . . . .ft. frontage) V5 �- (NAME OF STREET) / Information / Supplied by MARK NORTH POINT .X Z SA t US7aR G �dC h/xG PT ,aesT I •TA•tioo2a� BRt T RUC Su • I �\ ASSESSOR'S MAP 190 SCALE -�_ TOWN OF BARNSTABLE GIS UNIT -_ 3 i s ..: ...* .._i i_- -; po,, -_ -_J s7s __ ;_ .•,/, • n'-.r 7 r rs•,•r onr N .l � ?p-2 171191 211 _ r - �' I 0 o f 13 F goo i. ��;=-- v.. =- \�,,...;, " / r\ p ' I ' ?��, 170 190 210 m emriw ' f'OOt'..ri -- 72 ` w XML onY =_ � I.nK •—"—`�Yr InQ-ti \ Q,i __."'�', 169 189 209 202 2-3 2-2 EI I' �� sr ; oa -1 1 ! 1 •sY 2ai ..�-�.�_' 1 - a» W- i i? rIn - itaar,_-t _--,_ i74 \ iu53f7 _ ! t ,.% -." nrr / / `\♦ a_; ! sof1 - -_> 258 { %"ar?... \ _-74 2 ^ I V O atia�uc>E•r•"t, oar » �'�•,,: 185" 1136 „` •sn ''oxr --� ! f :+ I IY Y.nY ,) axr --! r 208 't •u rssl ... �. it Yf /1 227 �- -%� o»Y i 143 ;EI 8or Y K /' %•.r• POND ,`_ :; _ .1 - • I , 0 �' i 89 172 {`. •a an / _' _ _ _ ~22 Y �.-.Yl1..a_ •n _ -a3� _ 1I 1sr / .-.._. _ _. -.. -- _,._ blfr"- ulr `� • :-•..3Yr ?l4•, 88 a our ' a 1 : 207 ...._: l .,1 6 ;228 1i+ 1814 A , Y', N • �.Yr :1, ,•anY 90a �' •N -` .•� 74 3 \ .... 175 , f _- _ ..... -- ` - 2 � "'` 'r' 71f:. \ ;• � `� 1 Z, ;' .-t-'-- `:! 176 _ , ouY: d onr :•� « �fECQXI-_` :'�_--_-•• n au , \ -' . a� ;' 1� 230 ' _%..t O /•'onr aar% 1 O 't��u ana,/O s •11 ._.... oa ___ ."r o 179 178 1775 aar a r `_ •..,,1 2 !. 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