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A a .- •Y, •.�. it'll, r' c, w ? 4 y 3 ry tl S" a A �` `eN` d, n y 4 P �'a+o - '.0 fin„ .:p' 71, ,. , a 5 : , ti? ;a v. n , x 7 „ , ,: : J t r o ' Y. .+ ,, ' i 6 9r , s _ !1!A i+ ..YJa B y: u. .:� -� t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3SU Parcel Application #• Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee qZ3 Date Definitive Plan Approved by Planning Board �-- Historic - OKH _Preservation / Hyannis Project Street Address o R i T 13O-Af— ": G .- 1 eu ol P"to! y-f Village 00 V,n m q A c> t Owner Address A/5keq /'YIqlltl Telephone 60� 34 2, Permit Request Y�.Z ( 5� F't.oa a- p w� Square feet: 1 st floor: existing proposed 6"s 2nd floor: existing 0 d proposed otal new aq 13 Zoning District . Flood Plain Groundwater Overlay Project ValuationyAI'd, 600`'t Construction Type We>o_t> Lot Size tG Grandfathered: ®Yes ❑ No If es attach supporting documentation. yes, pP 9 Dwelling Type: Single Family ❑ Two Family 0' Multi-Family(# units) !Age of Existing Structure 0 Historic House: ❑ ®`Yes No On Old King's Highway: U Yes ❑ No Basement Type: ❑ Full ❑ Crawl �Nalkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing c2 new 4, Half: existing new Number of Bedrooms: 5- existing Q new Total Room Count (not including baths): existing � new 0 First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 04o Fireplaces: Existing New Existing wood/coal stove:..❑Yes-,®"No Detached garage: ®'existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑anew •:size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: s: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ p � Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 19,J a( n �2►[ ze"i? tQPrz _ Telephone Number 560 `369 . Address A 0 E AL 4L_ License # �� C7 fa M Na D,�(676 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ci SIGNATURE � ' v DATE .419 / • 4i f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ► MAP/PARCEL NO. 4 • 5 t i r ADDRESS VILLAGE OWNER J DATE OF INSPECTION: f FOUNDATION ,c 3 FRAME f .• INSULATION s FIREPLACE f ELECTRICAL: ROUGH FINAL i` PLUMBING: ROUGH FINAL ' ti 1 ti GAS: ROUGH FINAL t; z � FINAL BUILDING DATE CLOSED OUT t` ASSOCIATION PLAN NO. ATYC Guide to Wood Cotastructioll in High Wind Areas: 110 tllph t'Vlttd Zof1.e Massachusetts Checklist for Compliance (780 CAI R5301.2.1.1)1 �{ L1 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................110 mph WindExposure Category...............................................................................................................................B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories (a roof which exceeds.e in 12 slope shall be considered a story)__J_stories 2 stories RoofPitch ....................:.........:............................................(Fig 2) ............................................ f s 12:12 MeanRoof Height ..............................................................(Fig 2)................................................. ft 5 33' BuildingWidth,W ...............................................................(Fig 3)................................................ ft _<B0' Building Length, L ..............................................................(Fig 3).................................................�-ft 5 80' Building Aspect Ratio(L/W) ................................................(Fig 4)................................................. 1 5 3.1 Nominal Height of Tallest Opening ....:.....(Fig 4)................................................ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... , 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION1'1 5/8'Anchor Bolts-imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ...........................................(Table 4).........................I..................... in. Bolt Spacing from endrjoint of plate .............................(Fig 5)..................................... in.-<6"-12". Bolt Embedment-concrete.........................................(Fig 5)...............................................172:1 in.>_7" Bolt Embedment-masonry.........................................(Fig 5).....:......%........ .......................�in.>_ 15' PlateWasher..........................:.....................................(Fig 5).......................A.5..4.Z—. --3"x 3"x'/' 3.1 FLOORS Floor-framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6)................................................._ft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall................(Fig 7).................................................... -- ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Sheanaall................(Fig 8).....................................................— ft s d Floor Bcing at Endwalls....................................................(Fig 9)............-----.................................................. Floor She raathing Type ........................................................(per 780 CMR Chapter 55)...........Tlwp A... Floor Sheathing Thickness .................::........................:.....(per 780 CMR Chapter 55).......................V24 in. Floor Sheathing Fastening..............................................:...(Table 2).. d nails at(Ain edge/(a infield 4.1 WALLS Wall Height sr Loadbearing walls..........:...........................:.................(Fig 10 and Table 5)....----..-............. ft <_10' Non-Lopaadb 9ring walls.................................................(Fig 10 and Table 5)................... �•td�I it s 20' Wall Stud Spacing (Fig 10 and Table 5 ................... !; in.5 24'o.c. Wall Story Offsets .... .•..(Figs 7&8)..................................... ft s d 4.2 EXTERIOR WALLS' Wood Studs �Loadbearing walls........................................................(Table 5-)..........................._..2x -7 ft N in. , Non-Loadbearing walls................................:...............(Table 5)..............................2x -�ft rr in. Gable End Wall Bracing' Full Height Endwall Studs:-...... .................(Fig 10).........._...........,......................._..........:... WSP-Attic Floor Length............................................._..(Fig 11)....................................... ft>_W/3 'Gypsum Ceiling Length(if WSP not used)....:............:.(Fig 11)............................................_ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).................. .......................................... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13,and Table 6)................ ��. Lv4ft .Cnlirr..('.nnnPrtinn (nn_of 15d common nails)..............(Table 6).........-...................I.......................... ATVC Guide /o Wood Construction Ili High Ff'iiid Areas: 110 Fiiph !f'ind Zoi e Massachusetts Checklist for Con pliance (780 C\1R 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of 1„6d common nails)................................(Tables 7)..................................................... `�►�. NDn-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table B)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for cony pfiance to Table 9) HeaderSpans .......•................................•...............(Table 9)................................... ft Sip Plate Spans ........................................................(Table 9)..................................I ft G`� in.s 11' Full Height Studs (no. of studs)....................................(Table 9)........................................................A Non-Load Bearing Wall Openings(record largest opening but check afl openings for compliance to Table 9) .. Header Spans........................................... ................(Table 9).................................. _ .:ft in-5 12' SillPlate Spans...........................................................(Table 9)..............................�..�- Full Height Studs (no. of studs).........:..........................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening Z .................................................................._..........�<wir SheathingType..............................................(note•4)_.............................._..........._....� ma Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................: in. Field Nail Spacing...........................:..............(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing...................:...(Table 10)...................................................._% 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest O enin z SheathingType..............................................(note 4)..................................................... Edge Nail Spacing.........................................(fable 11 or note 4 if less)........................ in. Field Nail Spacing.•........................................(Table 11)................,................................ in. Shear COnneCODn(no.of 16d common nails)(Table 11).......................................................T Percent Full-Height Sheathing......:................(Table 11)............................................:....... % 5%Additional Sheathing for Wall with'Opening.> 6V(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)..............g.!L ft_<smaller.of 2'or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral.............................................(Table 12).............................................L= plf Shear................................................(Table 12).........,...................,..............S= Of Ridge Strap Connections, if collar ties not tised,per page 21... (Table 13)...............................T.i� plf Gable Rake Outlooker..........................................(Figure 20) .............6, ft s smaller of 2' or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(fable 14)........................................L= . lb. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59)F t l) Roof Sheathing Thickness.....................................:.....: ..........................................�in.>_T/16'WSP Roof Sheathing Fastening............................................(Table 2)..................... .....................F........... Notes: 1. This checklist shall be met in its entirety, excluding the spec exception noted in 2, to comply with the requirements of 790 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 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. ' Exception:Opening heights of up to 8 fL.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and t1. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. pF THE Tp� t ■axxsriare. ' ,m� Town of Barnstable ArED µAY h Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO f Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us r` Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder cJ t(., ©cro tvS 6 ,as Owner of the subject property hereby authorize C3)0 NA Lo op QAz--erjal R2tZ— to act on my behalf, in all matters relative to work authorized by this building permit application for: .41Z Mg ►N 5-[ (Address of Job Signature of Owne Date Print Narne If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C;\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\FXPRESS.doc Revised 072110 Town of Barnstable- THE Regulatory Services &ARTrsTA I F, Thomas F. Geiler,Director HAss. - '4, t634. ,�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town zip code state p The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations_ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with,said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forrns:homeexempt f L2009 IECC Energy I( Efficiency Certificate �=e m Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.33 Door .( .. MEW Heating System: Cooling System: Water Heater: Name: Date: Comments: REScheck Software Version 4.4.1 Compliance Certificate Project Title: Orfanso Bath Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 4289 Rte 6A Don Harkenrider Barnstable,MA 20 Eileen St Yarmouthport,MA Compliance:0.0%.Better Than Code Maximum UA:10 Your UA:10 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. z s. .,..tom, x `5 x ,�Sa k.��j"� - s 6 • •• "r ^4 Ceiling 1:Flat Ceiling or Scissor Truss 40 38.0 0.0 1 Wall 1:Wood Frame,16"D.C. 100 21.0 0.0 5 Window 1:Vinyl Frame:Double Pane with Low-E 9 0.330 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 40 30.0 0.0 1 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Orfanso Bath Report date: 04/18/11 Data filename: Untitled.rck Page 1 of 4 r REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No 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,weather-stripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs 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. Air Sealing and Insulation: ❑ 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 33.5 psf OR 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. (e)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. M 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: ❑ 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 envelopez- requirements. Project Title: Orfanso Bath Report date: 04/18/11 Data filename: Untitled.rck Page 2 of 4 Materials Identification and Installation: ` . Materials and equipment are installed in accordance with the manufacturer's installation instructions. LIInsulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. LI 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: 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 181 A 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). Lj 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 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 f:2 of conditioned floor area. Heating and Cooling Equipment Sizing: FI Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ 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. 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: 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 Project Title: Orfanso Bath Report date: 04/18/11 Data filename: Urititled.rck Page 3 of 4 y, i (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 c.a (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) Project Title: Orfanso Bath Report date: 04/18/11 Data filename: Untitled.rck Page 4 of 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d3 !� Parcel 00 CL Permit �H Date Issued on Fee Tax Collector Treasurer Date Def' Historic-0 9 7Preservati Hyannis Project Street Address Village u2 [) 11h Owner Address ��'j,,�iiJ Telephone — E Permit Request . r, rciD © o n I P S Co 0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost .� GU Zoning District Flood Plain Groundwater Overlay 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 00 Historic House: ❑es ❑No On Old King's Highway: des ❑No Basement Type: La Full.- ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new umber 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 lrlo Fireplaces: Existing A 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❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address A94 License �All � 2� iy ,,0M 4 Qt/ia N D e�7 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO IGNATURE DATE �Q�O FOR OFFICIAL USE ONLY .PERMIT NO.� `DATE ISSUED r' yat MAP/PARCEL NO. ADDRESS VILLAGE ` OWNER ' _ �= �? �• r � � - DATE OF INSPECTI41` t i FOUNDATION `• FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 'PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING , fi DATE CLOSED OUT ASSOCIATION PLAN NO. _ ` IME The Town of Barnstable saxiasrnaLE. MAE& Department of Health Safety and Environmental Services 1639. prFDn►A't° Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen . Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work:)?A/ � 12 Estimated Cost Address of Work: `7 Owner's Name: A4�7 _ ' - aR 5M Date of Application: Cr D®� 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 �Vvner 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. R 00 0 Dat Owner's Name q:forms:Affidav Assessor's office(1st Floor): tZ Assessor's map and lot numb 3 s sip_ of tNt o Conservation PT � w Board of Health(3rd floor): SE�'������� oe • Sewage Permit number INSTALLED IN CONPLI , `t spa'STAM y,J.-.r u a Engineering Department(3rd floor): �� WITH TITLE 5 �°�o6w shod° House number '-1 Y(? Z—NVIRO�',"yL�4!:-N TAL CODS A Definitive Plan Approved by Planning Board 19 . � ��..,,•` ,_ y:, j�� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO �� 7/d iy - j�,�,.y7,L-e �G'a 7 TYPE OF CONSTRUCTION TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 2 M yn 41cZ�u in Proposed Use n-7 - Zoning District Fire District r NS Name of Owner Ait Del- Address m J9i&-) S 7 Name of Builder Address 6 1�Q e .,j s•r \ ov�-- Z- �L4�lvi Name of Architect Address Number of Rooms / Foundation TOA—V) r � Exterior LJLIlTrr Roofing /?:SPI-44LT Floors / Interior 'OL."-S i 2z - Heating Plumbing Alave Fireplace Approximate Cost , 20 0 q ©d Area Diagram of Lot and Building with Dimensions Fee PZo 1`7S fX,ST .s III OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re arding the abov, construction. Name ' Construction Supervisor's License L __ 1 ORFANOS, MANUEL yy� �i�FRNo S t No 35957 permit For BUILD ADDITION Single Family Dwelling Location 4289 Main Street Cummaquid ,j.• Owner Manuel Oreanos Type of.Construction Frmae Plot Lot Permit Granted June 11 , 19 93 Date of MApec 9 11 - 19 r Date Completed 1l' 19 s C��AGo� �$ 14 e 1 u JAN 2 2 TOWN OF BARNSTaI?'.'c LD KING'- top '[,*siLrrt, .,"':'}�srk'Xe .,. 5....5 .:43zl s' tih ^'� - �y-3. ...�•� �. f-.�fi�. ,.4•:.''.� r �n! t � � t - .F'�•��Ay: '�J ' V _�'. - - `.-•ate,. r.. .�. ":� # z -�f .-: ,� ss a., :'r, _ �s fi V��iB•Lg'Z WOOZ_ - -' - `' y4 r ,)--y-.� — _ -'t� WO`J ri{I�' _ NOIl� n030.SIH1 NI 03 1Wi1d 8WnH11H�Jitl stl3H10 N3HM-tl3010H.3H1, 3N11 3Hn1tlNJIS 3A08V -in NL3WVN Np�S 30f1 io-3tln1vN'JiS do ^,a3e 3N1 No a3tltivo - 0 IN po0 SINl. ens SN3: i a toN, f� _ `tl3NO15sin, i 30 an VN`JIS tl0 v. �� AT11" .10 11NV 33SN30113A8103NOIS 111Nn all AV10N /�':-L 1''013H - - I . oo 0V L 331 (A1NO UdO ONUSY18)OIOHd 1 3SY3S34I.. 433f! JJON 3SV:7 SIM -VW HinowFjVA # SS O.g021 N33II3 02 (HStf�GN3SlON00) 89aT843>1NVN' .P aivN^v© .A13JVSonend.=1083NOISSIWW00.1 fs26'11Q L664/O(;/.90 3NON -ON-011 31VO 3AIl03jd3 0 ± SNOIIO18IS38 01318V.1Vd 30VW } ebb &/0£/90 I `33d (13)Jinb3U80-A SOSIA83dnS -211SRo iQ�'���'� 31VCINOIIVllIdX3 3SPi33I.� �. a3080,0NOW 80 NO3HO 3S010N3 9LZZ0 SSUw 'NO. i s�snHOvssvw MAV H1lV3MNOWWOO W01 d0Ai; Al3dvs Or18f1d d0 1N3W1dVd3Q H-UMMNOWW00 i 92-ia.No9zu/eaLClz a��✓�Cl./.JJtec�rua. • HOME IMPROVEMENT CONTRACT-,., Ragistration 100900. Type - INDIVIDUAL Expiration 06/24 '- t Donald Harkenrider 1 Donald J. Harkenrider 20 Eileen Street . ADWNISTAATOR Yarmcwth MA 01,67` AAssessor's office;(1st floor): ' ssessor's map.-and lot number ..M!4 ' c SD. O "� °*THE T°h♦ Board of, Health Ord floor): Sewage Permit number e Jr�7..... . �E�'}�>C d� • 9�'ADLE, i H,ngineenng Department (3rd floor) INSTALLED I-0:5N CppAp ouse nu.mbei ... ,,``� �..�J .............K..... .. Definitive Plan Approved by Planning'Board'#_ WITH.TITLE 5 - -------- --- ----19 ------ - E�1% !117�`3N MENTAL CODE ANF) . APPLICATIONS PROCESSED 8:30'-.9:30,A.M• and. 1:00,-2:00 P.M. only" TOWN ' y TOWN -0F ' BARNSTABL�"LAT'° BJUILDIHG ANS'P.ECTOR APPLICATION FOR PERMIT TO ..c..CBh!, ,�,j?, T /�„�k 9c!?�,��y' �Di�cfi� TYPE OF CONSTRUCTION ........ An!`.'Ik.................. .... -------------------------- 19..1 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the, following information: 2101........M! /.A/......s5.:T. C.U.:M. .J' /�.4Q4?�.b................ ` Location ..............:............................................. Proposed Use.:....... ......, C?.!'�.c 1 ......:............................................ .... .........,....... Zoning District ............. 1..t.�....:...; ....................................Fire District ............�p/�J1E.I....................l.!! Name of Owner .....(-+..Q. .1 .4'......p!+Tj,Z)GK................Address .....vr. M f Name of Builder ..... ......Address . :aA......Cr9.ft.A=....�1�......wgs l�RHav-r,4 Name .of Architect-:...::......... .....:........................................Address ......... ............................ .................................. ... Number of Rooms ...........!Y. .. ...........................................Foundation ........ . ..:,.S.O/1/1....:T .LJ. ........,:..... Exterior ......:.w!.._.,..:...s`J.#!!!y!6A4,5....Q.glff..l.y'...0 kRoofing :...... 4;!t 141fl-7. ..... . ............ ..... �.* P T�51f 6174?�/Mcp..............Interior .............. !.. Floors / /� + Heating .....................................................Plumbing ......:....... ......:............................. ..............._..... Fireplace ...........:. �t ..............................................:......:...Approximate Cost ..... ........ ,... .. ti Area -Diagram of Lot and ,Building with Dimensions Fee ' `. ®r.� ��� Op(�-•T �Lsriy - _ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations a Town of Barnstable regarding the above construction. ,< Name ...... . .. ..................... Construction Supervisor's License .................................... , a PATRICK,. LOUISE No "' 32.075 'permit for ...Build Screened Porch _ - ................................. ' .. S ri.9. `le Famil Dwelling - ........ .. .............. ......................... Location .4289 'Main. Street .......... Cumma uid , 7 ,. � -�. "�, �_ �� .• •�' � - $, . Owner .. Louise...Patric.k... ..:................. Type of Construction .,Frame - - iy .. ... c-.. .. ... w ...... ...... x Plot ...... ... ° Lot' 17 ' July.; 15, r 8� Permit Granted ......... ....... ... .... .1�9 - Date of Inspection ..19 u Date Completed ........ ' .............l 9' , ro c z_ h n. M t � ��, tea■ i ,. {i ��F �. - t [• � .'ti _I N �, C Al s >a`1 ' f13PRA4 7 PROPOSEb SC-RF" ROB PT �EcaC �is it 9) y2 ovER cb,► J4 ' 6410 /eovsE /M7LD p�rtt T1Q To H/o7crf ALUM• E��sTiA►6 COMBO 4R�y AwH. C'A^rN DoeR 30 era. V/E Lw..1 2k8 prsY,D lea"o.C. 9 PT jbsT' pT RAID oN era hBE r W. C. 5#lvr j.-es �-rYP•) � EAST $ovTN t qo M16pt Its ":. E7T8 4 30% le jy. 4 r e0At d9tC f pRap d v s •ss�•u } ON .. r ..qi 44 800 It,4 ' r Y 4. • '� r r 11.E :.. . ►►ac rap 19 OV e Zoo II Ir' � i I� ! Y Tr 452128 . � � -+.�..,.-,�,.�,�% SCALE: t ..s 1. V DRANK Y WATE DRAWING NUMBER 070 -- V x r � 7, I p L q i. s k CIA 40 � d i - b I� Y z t e q'. i t V r _ d ct G, At PAA �7 LAI 1 � � I I i , I----------------- _- ------ l fi- t I rt4I, Eli I L_ r� 1 9 LJ 1 20 FT. MIN. TOP OF FOUND. SOIL , TEST EL. = 1...0-0 10 FT. MIN. DATE ;:0+" SOIL .T EST,.4fi L Pee . WITNESSED SY. _T vWIVIAI G CONCRETE 4 IN SCH. 401 , ?,YC PIPE CLEAN SANG COVERS PERCOLATION RATE _ Milt INCH M . PITCH /8 PER FT. OBSERVATION HOLE I OBSERVATION HOLE. 2 CONCRETE " ELEv_ 9�'• s 2 LAYER OF _...�.,,_ ELEV.= 9 t• 5- 4"CAST IRON PPE 12 COVERS ►► ►„ n U 2 WASHED 1 (OR EQUAL, MIN. t< T,r f s�+�tQ•c. o T�► ' Svgls r PITCH 1/4 PER FT. .._.-_ STONE -. CIofe rg rkc. FLOW L INE h Ss► c c .� y Tr c,c. JO►► El. = 90`7 EL.= LEVEL - 'i°' co«4�rc�,� EL.- 8g• 80 u jbv'I �1`M EL._ = S7 S DIST EL . , / .f ,ys �y 8o•S • . • w Nd WATER AT f`6o EL. WATER AT EL.�+ BOX 3/4"- t 1/2" o „• a e SoO GALLON WASHED STONE •°• ° W Po �3 DESIGN CALCULATIONS SEPTIC TANK , EL= i PRECAST LEACHING ' NUMBER OF BEDROOMS . BASIN ;OR EGUIV. I GARBAGE DISPOSAL UNIT` — ptAM• TOTAL ESTIMATED FLOW GAL./SR./DAY x S BR) GAL/DAY SEWAGE DISPOSAL SYSTEM PROFILE f REQUIRED SEPTIC TANK. CAPACITY L7 GAL. NOT TO SCALE ACTUAL SIZE OF SEPTIC TANK 1Svo . GAL: l J BOTTOM OF TEST HOLE OR USGS PROBABLE 'WATER TABLE EL* 79� LEACHING AREA REQUIREMENTS qa OBSERVED WATER ' TABLE ( : / / EL•r SIDEWALL AREA bAL/S.F. a� go 7• A t !//V S rJ T R GE /Y!0f7"E,Q/09 C. L C. 1XV_ )2"6-,0'l10V&* ' t `rl�► ,�♦ ` L n f�o v—o 2 BOTTOM AREA GAL./Sf Tat . A ryr.✓irLi�y� of /� ' �ou..�t� LEACHING CAPACITY ( BOTTOM+SI WALL) �iC�3' f GAL. /N b /�I Ts , r ,�r(,3.15'x 1�x�x/.a�+�,./1�x'Z x�x�`-�Z•�� ,�.,,p 134e-&I'C'/LL. 4F'P LEGEND• RESERVE LEACHING CAPACITY r GAL A c r f ry ,�!S Po. ,f�'' �9 s '� T3: ,tz�-vaGET�r-ara EXISTING SPOT ELEVATION EX CONTOUR -Do---- OOxO ��► Q i \�,. ` /O . 1�f�i?► 4.++c�.f Ir rZd .� 2�"G tJt-9 T7o^�S �cr'q v r/z�-b ...— -00—-- ... /Ml C .. ^� Tv ►.✓ j ` FINAL SPOT C. ELEVATION roadNOTE' FINAL CONTOUR'' - 'f Cr, ® HIP AND MATERIALS SHALL CONFORM TO QE.O.E. ' L ALL WORKMANS l � � � � -� ` SOIL TEST .LOCATION .ITLE.S AND THE- TOWN-OF s ..TOWN OF 11)Z ;'19 ff-e „ FUL S AND � - ..;: . .• ;UTILITY POLE ;-L3•• . R auu►T Is..,.;t t BSUwAcE otsvoSAt a E � . . , � --� �* .. ., � ...__ _ . ___ �. :- - ._ ,.. ,_� _ T��1 "`'"WAtE,R �W�'..,...Z.=�w---•-•---► �•S SE'WJEGE U • 2. ALL COVERS TO SANITARY,_ UNITS SHALL BE SA%IGHT TO S WIN IMI ® ) WITHIN 12�� OF FINISHED GRADE. \ I ` `� / I \ �'' �� �r✓ETCR�� FC AG O 3• EXISTING AND FtNAI GRADES SHALL R6" ESSENJALLY THE SAME. _ _� / /`' '►� 1/ ` ,: 4. ALL COMPONENTS OF THE.'SANITARY SYSTEAt,$HALL BE -C"SL•E / �� '�� ►� '�a OF M- HSTAN ING H- 10 LOADING UNLESS THEY ARE UNOEp, OR �,rd' •b�" © WITHIN 10: PT' OF DRIVES OR PARKING AREAS... H-20 LOADING H A L B :: SHALL £ USED UNDER F� rr� OR WITHIN 10 T OF DRIVE S OR P ARKWt3.'` ANY...MASONARY UNITS USEQ.;TO BR!NG COVERS TO GRADE SHALL BE MORTARED IN PLACE: 6. 140 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE. WITH DEEDED OR .20NING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION-fROM APPROPRIATE AUTHORITY. q 1 APPROVED: BOARD OF HEALTH L�r fly r OAT AGENT PROJIMT Locxncu gZ Y 2 9l tial' ` APPLIcAKTI ' y.. 0 ROBIN 1 a`,* l•.`,`w,r-j=-°a P,�,.P , 1 y JS h4 : -E4T8 W YLCX 0 ULAND SURV E YORr souACKET' ROAD DEWS, MASS, 3gs OQG60 M f,..r.•� � . . D' 1 �7 a - h � o�7 9> t L •�, � • LO ATION MAP S , .. _ ., :. !�8-� �O, =rVEET x .. v