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2181 SERVICE ROAD
S ery i c4�>---., S M Eta® No.53LOR UPC 12543 smead.com • Made in USA ��Y� �J � y "uR w F6�tIS�NfF6WONIRIlE SH UGSR cEmm WURCM �O MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-25-2001 COMPLIANCE: PASSES Required UA = 461 Your Home = 392 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------------------------------- - - --------------------------- CEILINGS 1088 •30.01' 0.0 38 WALLS: Wood Frame, 16" O.C. 2459 13 0 0.0 202 GLAZING: Windows or Doors 163 0.340 55 GLAZING: Windows or Doors 31 0.300 , 9 GLAZING: Windows or Doors 24 0.330 8 GLAZING: Windows or Doors 6 0.380 2 DOORS 84 _ 0.480 40 FLOORS: Over Unconditioned Space 1097 30.0 0.0 36 HVAC EQUIPMENT: Furnace, 84.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is . consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greate had 125% of the design load as specified in Sections 780CMR 131 d J4.4. Builder/Designer Date dl MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 2-25-2001 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-13 Comments/Location WINDOWS AND GLASS DOORS: [ ) 1. U-value: 0.34 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ J Yes [ ] No Comments/Location [ ] 2. U-value: 0.3 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location [ ] 3. U-value: 0.33 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location [ J 4. U-value: 0.38 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes ( ) No Comments/Location DOORS: [ ] 1. U-value: 0.48 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-30 Comments/Location HVAC EQUIPMENT: [ J 1. Furnace, 84.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no i more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ J HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 ...1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ J CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+,, 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- ...................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................ .............................................................................................................................................................................................................................................. ............................................................................................................................................................................................................................................. 2Vorksheet Buildin'..:Co Tn`c : Y.. ......Y....: ....:............... ...:..:. .......... ......::::::::::::::::::::::::::::: . ............................. . ................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. V ndow.. Heat... s , s Manufacturer U R Quantity Sq. Ft. of Total Glass Area Glass Area Anderson 1846 .34 2.9 4 5.5 22 Anderson 2046 .34 2.9 2 6.8 13.6 Anderson 24210 .34 2.9 1 4.7 4.7 Anderson 2432 .34 2.9 1 8.4 8.4 Anderson 2442 .34 2.9 10 7.4 74 Anderson 2446 .34 2.9 5 8.1 40.5 Anderson Picture 4446 .30 3.3 2 15.4 30.8 Total 194 .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. _.............................................................................._.......................... :::::::::::: . . oors - : eat:: oss : azin ::::::::::::::::::::::::::::::::::::::::.::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::::::g::::::::::::::::::::::::::::::::::::::::: ........................ ............................................ . .:. ........... ................::..............:...:....................:.................................... .................::: Manufacturer U R Quantity Sq. Ft. of Glass Total Glass Area Area FWG- 6068 .33 3.0 1 23.78 23.78 Stanley 9 Lite .38 1 6 6 Stanley 0 Lite .36 1 0 Total 29.78 Sk: .1>E lts Heat:Loss ....................................................... :::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Manufacturer U R Quantity Sq. Ft. of Glass Total Glass Area Area Anderson SK-2838 .45 2.2 6.3 0 Skylight Total 0 r Building Wall Area Worksheet Fr. n.''Eleaho of Width Height Gable Divide By 2 Sq. Ft. 36 17 612 0 0 2 0 Total S.E 612 fi �_Elevat o .................g........................................................................._.. ...... : : ::::.......................... ...................................................................................................... ......................................... . . Width Height Gable Divide By 2 Sq. Ft. 38 8 304 38 10 380 0 0 2 0 Total S.E 684 .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................... ::Elegy tion ; ....... ...........:............:........:....I,eft................a..................-........................................................................................... Width Height Gable Divide By 2 Sq. Ft. 26 17 442 12.5 8 100 12.5 9 2 56.25 26 9 2 117 Total S.E 715.25 RearEleyatioa .....:..................................................................................................................................................................................................._ ............ Width Height Gable Divide By 2 Sq. Ft. 36 8 288 20 8 160 0 0 2 0 Total S.E 448 TOTAL SQUARE FOOTAGE ALL WALL ELEVATIONS 2459.25 .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. ...:..::::...... ...:::.....:.:.........:......... ...... ...... ...... .............................. .................................................................................................................................................................................................................................................. Width Length Sq. Ft. 36 24 864 14 16 224 0 Total S.E 1088 ::::::::::::::.:::::::::::::::::::::::.:::::.:::::::::::::............::::.......:::::::::.......:::::::::::.:::...:...:::...........::.::...........:::::::.:::.................................................... ......................... itioned Width Length Sq. Ft. 36 24 864 14 16 224 1 9 9 Total S.E 1097 ors ....0�e Outd "`rAir:::: ..................................................._.. _.......... - _.......- - ......._......... - ---------._. .......................................... Width Length Sq. Ft. 0 0 0 Total S.E 0 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::.................................................................................................................................................................... ::::::::::::::::::::�::::::::::::::::::::::�:�:��:::::::::::::::::::::::Exterio...::.....:oo.....G.oss................................................................................................ Qty. Width Height Sq. Ft. 4 3 7 84 0 Total S.E 84 CAMyFiles\My6lesVob Materials\Window&Door Schedules\Window-Door Heat Loss.Yarosch Plan 42.wpd t Town of Barnstable Building _ � ��,� ' Post This�Card So That=it�is-VisiblefFrom�the"Streetz-Approved Plans�IVlust"be Retained on.Job�and this Card Must�be Kept P�o3ted Until Final.fnspectonHasBeen'Made.« Permit -, :�,iudR Whec,�e aCertificate ofOccupancy�is Rega�re� such46uildmgshall Not.be.Occupied�untiliaFinahlrnspection;has-been made„' " ;P,errh t:No.•. 13-17 2075 Applicant Name: KIAN BONVAN Approvals " - • • . ._ 'Date"Issued: Current U .07/11/2017 se Structure -, ndat'o i '.Permit'Type: .Building--Deck "Expiration°Date: 01/11/1018 u • `-.F on• Location: 2181,SERVIC-E ROAD,WEST;BARNSTABLE, Map/Lot: :215-024 .: Zoning District: .RF. 'Sheathing: Owner on.R'ecocd: PANG,.KALSON:KM&MULLEN;,SEAN � � ��Contractor Name KIAN'BONVAN� framing: 1 a _ Address: P O.`BOX 432 Contra Lt. LKCense CS 108564 2 WEST BARNSTABLE,MA!02668 Project{ost: $1"2,000:00 Chimney; Descri tion: remove and.replace deckA2'.x18' p ' _ p ermit Fee $110.00 Project'Review Req: remove and:replace deck 12'x18'• Fee Paid; $110.00 final: x% Date _ 7/11/20T7 � � s awl Plumbing/Gas � � -Rough'Plumbing: w `µ Building tifficialI .Einal,Plumbing: This permit shall be,deemed abandoned and invalid-unless:the work authorized by this permit is commenced within six onths after issuance. r � a m 3 � Rough Gas,. All.work authorized by this permit shall conform.to the approved application,and the approved construction.documents8for which this permithas;been granted. All construction,alterations and.changes of:use of any building and,structurevshallbe,in compliance.with the local zoningkby laws�and;codes.- " 'Final-Gas: This permit shallbe displayed'in a location clearlyvisible from,access street o ad and shall,be'maintained open for put li inspecti n for the:entire_duration of the � k work-until the completion of the`same. Electrical The Certificate of Occupancy will not be.issued:until all applicable signatures by�the'Buildi g an fireOfficialsja�re`provid!I this permit. Service: Minimum of.Five:Call Inspections'Required:forAll-Construction Work: S.;Eoundation orfooting �N rcn µr Rough: 2.Sheathing Inspection.3.All Fireplaces must,be'inspected at the throatlevel:before firest flue aming;is`.installed final: 4.Wiring-&,Plurnbing Inspections to.be completed priorto Frame Inspection S.:.P.rior to Covering:Structural Members(Frame.lnspection) .",Low Voltage Rough: 6.,Insulation _ = 7Sfinal Inspection,before•Occupancy.' Low`Voltage Final: Where applicable,separate permits`are required;for�Electrica[,•Plumbing and.Mechanical Installations. Health " Work shall not'proceed until the Inspector,Kas approved'the,verio.usstages,of:construction.. 'final: Persons contracting'with:unregistered contractors do'not.have access to:the guaranty.fund"(as set forth in MGL c:14�A). Fire Department Building,plans are to�be available on site Final: ISSUED RECIPIENT "' All Permit Cards are the'property of`the.APPLICANT=: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map l Parcel o �� Application # Health Division T JUL �3 ?®'l Date Issued 07 / )VeA Conservation Division 0wN 0-13A V Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project-Street-Address cTZ1J1__61_e V llaage, ' CPermit Request3 �s�ate/ -� e� /�t.P� X el Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 9P_roject Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: ,Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 0 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sclft) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 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 0 Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - ' APPLICANT INFORMATION . (BUILDER OR HOMEOWNER) e/ Telephone Number� �/ Address,:'°V �-Y'�4� ' �h-- r-✓�'S� License#__ _�� �0�'�'� �� D Z- Ho.me_ImprovementC_oritractor,#;, Email �/��e�y��a®, C, Worker's Compensation # 6✓66 J"fD ALL CONSTRUCTION-DEB RIS-RESULTING-IFRQM-THIS:PROJECT WIL[:-BE--TAKEN TO, FOR OFFICIAL USE ONLY _APPLICATION # DATE ISSUED MAP/ PARCEL NO. r �. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION t FRAME f INSULATION ' 1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING:. ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ,Y DATE'CLOSED OUT ASSOCIATION PLAN NO. f i . 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It. n .wr .. • n .�.nn ■• :n�■ o .n •■♦vn w • ►ann■w .a6 w■un ■• I.i.■ • •.On11 ■t ■tI■I i1 .:.■ r i:r-a/ 2 Be .ann Ft. in tI■- �■ It ■I • ■■ •N.1•:n.I. •'■• • •.� .• I•_I• •.1 t. :n'-n.. 1a •■•. r•••.' .I■In =n■ .•■ • •■ ■_ • ... •.�.V•■1. • - •• ■• •—lMo— n J• IA 1 g■ ..a ■n w:■t :■e tr ■■m at• r.1. mm.r fall .- : 4611 rcain° - ■ ■ 7 _. 1 AWC Guide to Wood Construction in Sigh Wind Areas:110 inph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)` Q Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust)................................................................. .................................................110 mph WindExposure Category.................................................................. .................................................... ....B 1.2:APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories RoofPitch ...........................................................................(Fig 2)........................................... 5 12:12 Mean Roof Height ..............................................................(Fig 2)................................................._ft 5 33' Building Width,W................................. ...............(Fig 3). ............................................. _ft 5 80' ..... ..... . . Building Length,L ..............................................................(Fig 3)................................................. ft 5 80' Building Aspect Ratio(LW) ...............................................(Fig 4)................................................. 5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ 5 6'8" 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 FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................................. ........(Table 4). ............................................. in. Bolt Spacing from endfJoint of plate ............................(Fig 5)..................................... in.5 6"—12" Bolt Embedment—concrete........................................(Fig 5)................................................._in.>7" Bolt Embedment—masonry.........................................(Fig 5): ........................................ in.z 15" Plate Washer...............................................................(Fig 5). .............................................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 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:.............:(Fig 7)....................................................—ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................... ft 5 d Floor Bracing at Endwalls...................................................(Fig 9)...................................................... ......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness................................................(per 780 CMR Chapter 55)..................... in. Floor Sheathing Fastening..................................................(fable 2)..._d nails at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................._ft 510, Non-Loadbearing walls................................................(Fig 10 and Table 5)......................... _ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................. _in.5 24'o.c. Wall Story Offsets ........................................................(Figs 7&8)........................................... ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5). ............................2x -_ft_in. Non-Loadbearing walls................................................(Table 5)..............................2x -_ft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10). ................................................................. WSP Attic Floor Length...............................................(Fig 11)........................................... ft?W/3 Gypsum Ceiling Length K WSP not used (Fig 11 ft z 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)..................................... ft Splice Connection(no.of 16d common nails).....:.......(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Areas:11 D mph Wind Zone ' Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Tables 7)....,................................................. Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................ .............(Table 8)..................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._ft_in.511' SillPlate Spans ............................................:...........(Table 9).................................._ft_in.511' 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). ............................... _ft_in.512' Sill Plate Spans...........................................................(Table 9).................................. ft -in.512" 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 OpeningZ ..............................................................................._s 6'8' SheathingType.............................................(note 4)...................................................... 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 Opening2........................................................................._5 6'8" SheathingType.............................................(note 4)...................................................... Edge Nail Spacing..........................................(Table 11 or note 4 if less)....................... in. Field Nail Spacing (T )able 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)............._ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= pif Lateral.............................................(Table 12).............................................L= plf Shear (Table 12).............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T- plf Gable Rake Outlooker..........................................(Figure 20)............. 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). .(Table 14). .....................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... .............................................. in.z 7/16"WSP RoofSheathing Fastening...........................................(Table 2)............................................................................................ Notes: 1. This checklist shall 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 17 e: Comer Stud Hold Downs per Figure 18a and Figure 18b- 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. r 'A WC Guide to Wood Construction in High WindAreas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMRs301.z.1.1)1 q a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the 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. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment �AT MEN THIS EDGE RE M ON FRAMING USEM NAILS 6'oa n n +1 u n 1 11 n n 1 u H 11 11 11 1 ' 11 11 11 11 11 1 11 11 1 11 11 11 ,,SCC 1 1 11 1 C 1 11 1 t 1 11 11 lV 1 41 n t i m ii it a 1 1 u 1t o It p 1 t n 6 >Z t z 11 oQ ii it 1 W =' u u I W ii 11 g t It z It 1{ (9 11 11 d U Lr llj 11 1 11 11 � 1 11 Q II 11 W i U! 11i 1 1- ¢ i ii Ts i 1 It _H_----- y 1 ii u t IJ - Lrr ° WADOU9LE CW3 -------- ; t PANEt 1 � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 inph Mind Zone ' Massachusetts Checklist for Compliance(7sa Cmx 5301.2.1.1)L • � i I aQ i 1 1 1 t r ' 1 1 Ir it CL ► 1 I • , ( 1 1 1 n a I ► 1 FRAMING MEMBERS ® i I I EDGE WERMFDIAT£ . I s � . spa• 0 STAGGERED 3'MK NAIL PATTERN � PANEL PANM WGE DOUBLE NAIL EDGE SPACNG DECAL Detail Verfical'and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CAM 5301.2.1.1)1 FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a 110 mph wind zone then.the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCM 1 oo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not.require . steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past 10 to 15 years which has performed well in severe hurricane weather in that state. *Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. Town of Barnstable . Regulatory Services HAM ` Richard V.Scab,Director. ►� Building Division. Pant Roma,Building Commissioner ; 200 Main Street,Hymmis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign.This Section If UsinLy A Builder L ,as Owner of the subject property hereby authorize to act on my bebA in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final. inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIOIQPOOIS Town of Barnstable Regulatory Services 1br._ Richard V.Sca14 Director ' �f►°` Building Division n-, Paul Roma,Building Commissioner MAM 1 ��� 200 Main Street, Hyannis,MA 02601 s www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number strut village "HOMEOWNER": name home phone# work phone#. CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less,and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINrn0N 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 hermit (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 iegerwill be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1--Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hireto 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 Suphrvisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:IWPFIL.ES\FORMS\buUding pmmit formskENPRESS.doc 06/20/16 Office of Consumer Affairs&Business Regulation-Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation Home Consumer Rights and Resources Home Improvement Contracting Home Improvement Contractor Registration Lookup To search by registration number, enter the registration number in the textbox below and click the 'Search' button. Search by Registration Number 180161 I Search You must click the "Search Registrant" button to search by name or location. Search by Registrant Company name Search by Registrant Last name City/Town Search Registrant State Zip code Click on the registration number to view complaint history. You can also view arbitration and Guaranty Fund history. The list is current as of Sunday, July 2, 20i7. Search Results RegistrantName RESPONSIBLE REGISTRATION ADDRESS EXPIRATION STATUS INDIVIDUAL NUMBER DATE Cape& Islands BONVAN, KIAN 180161 57 Washington 10/14/2018 Current Builders Group, Inc. Bursley Way Centerville, MA 02632 ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. https;//services.oca.state.ma.us/hic/licenseelist.aspx 7/3/2017 BUILDING ®EPI'- SEP 0 8 2016 TOWN OF BARNSTABLE I - _ _ \4assacti,setis DE:,..,?;ne.nt vf.N6blic,5a►c;:,y ;Qard of lquilckii a�g.�ilati: a��d 5taridalcl§". F Licens e. CS=108FS4 Construction Supervisor •KIAN BCSNVgN' 5T'WASHINGTON 13URSLEY-WAY CENTERVILLE MA 02632 i • �ii� �,ig(�., .� ._ fix• '.�r .K r" / i• 1 f j -FAG.- r / 0 �oG/G : 44 goo JUL 3 2017 wN Ns LE �r NP i Y n.., 77 t X1,2 � 1 ' 't I ' J t t �.�.. `+ca rcannn.. � vwo¢Ca9ea. + _ �� • n _. .�.+�.rw��rA.rv+ .�..+�sAY.r�� _ IwrY�w`/C.....tY�.rlw�.y.�rt.r....w...+...�:ra.N-...a.y �rw...r.wa�...urw...r.rr+a...rr.�..�rr. V . , 2B7 65 % , Conomie fie► �� `.% o Fbunda tfon �• S B '90`k �t41 LOT 5 . 1 .� . 57,935 sq.ft. ge618 40 � 02 G O 9r\ o G) GRAPHIC SCALE 0 CP ?U> ��A 1W- 40 14 r Plot Plan of Land In N� West Barnstable, Massachusetts ��o Prepared Fora Bayberry Building Company Inc. I lN�bp oe W& at the stmot aria as fire pdw a# then N0.3�S aft the � _o•Z q s Ater PjvAw&IaW Ladd 3IUr1 Y*r Pmper vd Br. 8rep va I !b__JJJ�e and Aw&Jagm 42 Awtwb lane, &vt �lmoutD NRereothwette dM Locus Not In A Flood Hazard Zone. "i�e/�o--,easy ----- -- arr7n"rnnr cn•c7 7nn7/CT/r.n oFTMe anstvsrnet�. Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I Sean Mullen ,as Owner of the subject property hereby authorize Kian Bonvan to act on my behalf, in all matters relative to work authorized by this building permit application for: 2181 Service Rd. Centerville, MA 02632 (Address of Job) C-�, 07/01/2017 Signature of Owner Date Print Name 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\INetCache\Content.OUtlook\L7U69LF2\EXPRESS(2).doc 01/25/17 WTI. � TOWN OF BARNSTABLE OCCUPANCY PERMIT PARCEL ID 215 024 GEOBASE ID 13290 ADDRESS 2181 SERVICE ROAD PHONE - W BARNSTABLE ZIP - i LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB 'I PERMIT 70309 DESCRIPTION CERTIFICATE OF OCCUPANCY FOR #53242 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: � ARCHITECTS: Department of i Regulatory Services TOTAL FEES: BOND $.00 �1ME i CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE f i * BAMSI'ABLE, • BUILDI G WISION BY DATE ISSUED 07/23/2003 EXPIRATION DATE ..y. TOWN OP BARMSTABLE - BUILDING PRRMIT' - PARCF,L T,;ID*'2151,024 - GEOBASE ID •1329.ID' _:- ADDRESS-. 2181 SERVICE ROAD `�`� PHONE W BARN,STABLE - ASP - LOT BLOCK "3LOT SIZE _� w D iA DEVELOPMENT DISTRICT WB PERMIT 53242 DESCRIPTION NEW 3BDRM.SI MG.'F M.HOME SEWPT00 -153 :PFIMIT TYPE BUT.11LD TTTLE NEW RESIDENTIAL BLDG PMT- CONTRACT,ORS: MOR:IN, -J ACQUES N.' Department of Health, Safety 'AUCi ImECz°s: ' r and:Environmental Services TOTAL FEES:* BOND $.00 t CONSTRUCTION COSTS. 101 SIMGLE FAM HOME DETACHED- •1. PRIVATE P: *l'Ej.t; * BARN31'ABLE, • 1610. BUILDING DIVISION BY DATE ISSUED 05/OI.9r/2001 EXPIPaiTION DATE' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION..STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE.CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE, APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL.FINAL INSPECTION PERMITS ARE. FOR REQUIRED 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.'WHERE A CERTIFICATE OF OCCU-' ELECTRICAL,PLUMBING AND M CH- FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 ; A/o r 0 Al 2 G�.v� 2/ (�64G� 7 (� 3B �' .� 7/ 1 H ING INSPECTION APPROVALS ENGINEERING DEPARTMENT �3�° 3 ^�. 2 � BOARD OF HEALTH _ 4e 3 , 23 63 OTHER::✓iFV-&0,4o13r.¢&La <'iab�D�'� SITE PLAN,RPIEW APPROVAL i z v WORK•.SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON-. INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION: NOTED ABOVE. TION. �u�L '{ ..�"'` �, • �3� �� .. .� ' � � ., _ � .� .. �� � s 5 �� Y+/ 1. •, :o _ _ _ .. Town of Barnstable OF THE do Regulatory Servicgspm-+ C Thomas F.Geiler,Director FyaL IARNSTABLL Building Divisiom��� ;��� , Tom Perry,Building Commissioner. e 7 ' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma:us--Ja----=--.W , f:;iN Office: 508-862-4038 Fax: 508-790-623( PERMIT# � 0()Q FEE: $ 7 SHED REGISTRATION 120 square feet or less Location of shed(address) Village k/-l-ls 4 5, S � M����^ 36a g13J Property owner's a Telephone number /0K 11 Size of Shed Map/Parcel# ao a c� Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 1 6 +r+�..' .wy.,. 'aHi" r.�6d•�yn�,,,.�*y�i« 'F".,:s�'3�,ut�..�'t±�� � Xykr•. � y u �k SUP � 4J `tea �u 4CrHAMITE A AII�P� g�11C� .Og"E 28�'S5 5 - 3 57,935 S.F.f � � N � CV cV #2181 N86'3330E 0 71.0 -N o a n to iv 2 Tp 56518� T ROBE J S y 8 OQ, 1 BASED ON DOCUMENTATION PROVIDED, IT S MY PROFESSIONAL OPINION THAT THE PERMANENT STRUCTURES LOCATED ARE EITHER IN COMPLIANCE WITH THE HORIZONTAL DIMENSIONAL REQUIREMENTS OF THE LOCAL APPLICABLE ZONING MORTGAGE INSPECTION P LA N BYLAWS WHEN CONSTRUCTED, OR ARE EXEMPT FROM VIOLATION ENFORCEMENT .ACTION UNDER MASS..G.L. TIRE VIA, CH. 40A, SECTION 7 UNLESS OTHERWISE _ `NOTED OR SHOWN ABOVE. APPLICANT: THIS PLAN HAS BEEN PREPARED FOR BANK PURPOSES ONLY AND IS NOT TO BE GARA TTEES ARE MADE AS O TIS IS TLE o OWNERSHIAN P�LINES. T�HIIS PLANY AND KS NOT TO KALSON K. PANG ,BE USED.TO ERECT FENCES. ADDITIONS. GARAGES. SHEDS OR ANY OTHER 51RUCTURES. THIS PLAN ISNOT TO BE USED TO OBTAIN SPECIAL PERMITS, 2181 SERVICE ROAD .8UILDING,PERMITS, OCCUPANCY PERMITS OR VARIANCES. THIS PLAN IS BASED 'UPON`CLIENr FURNSHEO INFORMATION AND MAY BE SUBJECT TO FURTHER WEST- BARNSTABLE, MASSACHUS07S EASEMENTS TAKTNGS, RIGHTS OF WAY AND OUT SALES. BASED:%UPON:MY-KNOWLEDGE, BELIEF AND INFORMATION, 1 HEREBY CERTIFY THAT 4'THEPERANWEM STRUCTURES SHOWN ARE NOT LOCATED WITHIN THE SPECIAL SCALE: 1"=60' DATE: JULY 9, 2003 t1ODD'HAZARD ZONE AS.SHOWN ON F.E.MA MAP `5250015 .0005 D DATED 7/2/92 B&R SURVEY, INC. h : . tiNOIE`?F1AOD.:HAZAtZD ZONE HAS BEEN DETERMINED BY SCALE AND S NOT PROFESSIONAL LAND SURVEYORS 'NI ARILY ACCURATE. UNTIL DEFINITIVE PLANS ARE ISSUED BY HUD AND/OR raIEHITCAL-.CONTROL SURVEY IS PERFORMED. PRECISE ELEVATIONS CANNOT BE P.O. BOX 102 TEL 508.758.8579 ETERMiNED WORCESTER, KA 01613 FAX. 508.421.4797 � �EeogREP :�726.T3/�3: PLAN REP: 552/87 DRAWN BY: RPB PROJECT NO. 03-833 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # sG' 0 Health Division �®� Date Issue Conservation Division �4Ar Applicatio Planning Dept. �<O Permit.Fee 1 Date Definitive Plan Approved by Planning Board e1�%_ 6 Historic - OKH _ Preservation/Hyannis Erna«� Project Street Address Sl..✓�z 2:z_ A_C�Ie. Village �� Owner 1 /`�w//�"�— -/- Dy"0 ssoZ/�'� J_-e 4," Telephone coAE��Pe? Permit Request G lgcot, o/& S4d�G� w•-.�c✓ ii�.6"���� it/G4/ �/a.��C i� 6_4 fir i iz lr4-0_ -<- �o u17-1 Square feet: 1 st floor: existing proposed 2n loor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �< O d Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing 0 new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ .Commercial ❑Yes 0 No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name%iCch ,/�D�ya'✓1 Telephone Number 50J7 Zql 09X.2, Address 4✓4S'�:s B'Y►- S� License # l ?L Home Improvement Contractr#4164 S6a�o�3383- �`S�c�L tea•%�. �' A1W. yA �-b�Norker s Compensation # �O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 SIGNATURE DATE 09 z. FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED rr� MAP/_PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ` FOUNDATION FRAME ' INSULATION FIREPLACE 1 ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: , ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT 7 ASSOCIATION PLAN NO. . I - Town of Barnstable s Regulatory Services ` Richard V. Scali,Director 6659.�61 Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ��Gf��° ���GGi , as Owner of the subject property hereby authorize -A0,, ova to act on my behalf in all matters relative to work authorized by this building permit application for. /1 Irv,"w /eGJ (Address of Job) �•l.�f, **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S' a of Signature of Applicant Print Name Print Naive 7A 14 Date QTORMS:OWNERPERMISSIONPOOL.S Town of Barnstable Regulatory. Services Ctrs fir._ Richard V.Scali,Director Building Division Paul Roma,Building Commissioner 639. �� 200 Main Street, Hyannis,MA 02601 Epp www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number sheet village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as 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 person(s)for hire to do such work,-that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15).This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,-our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page- this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 i 27te Comiarorrivealth o,f Massachusetts D•eparh ment o,f lii dw&ial Accidews O}fce o,f Inveshkations 600 WasTtiirgion Street J. Boston,CIA 02111 wim masmgovfdia 'Workers' Campensatian Insurance Affidavit:Builder-s/ContractarsJEIectricians/Plumbers Applicant Infarm itian h' Please Print E,e ibly N.(Bush�auintionliad v6 4::� a�& �cS"�1.�rar�S �f u s��e,•''.l C/-' `�'��'-z G'' Address :, �-t ��..--�r/ G.L.��t,•�vr// r�l,� A,ree/you an employer?Check the appropriate btt=: ' Type of project(required): 1_L''J I am a employer with_-2 4 ❑I am a general contractor and I 6. ❑New construction employees(full andfor part-ime).* have bired the sub-contractors 2.E I am a sale proprietor or partner- listed on the attached sheet. 7. Zy2modeling sump and have no employees. These stab-contactors have 8-•❑Demolition wotiang for sae in any capacity. employees and have wod mrs' 9_ ❑Building addition INo nrorkm.comp.insurance nsurce comp.insurance.$ required-] 5. ❑ We are a corporation and its 14_❑Electrical repairs,or additions 3.❑ I am.a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions. myself[No woslcers'camp. fight of exemption per MGL 12_❑Roof repaim insurance requited,]F C.152,§1(4),and we have no employees.[No wodoers' 13.0 Other comp.insurance required_] *AnyWffcsntdmtchecksbox91nmst also filloutthe section below shmmngtheymakers'compensati irpoRcyinfarmad= 1 Homeowners who submit this affklm ft m&cxtmZ they are data-all wad and then hie outside contractors n=submit anew affidamt indicating sudL ZCaatnact=that chest this boat must attached as additianal shad shoumg the name of the sub-coucIIchrrs and state whether at not those entities hne emplayees.Ifthesub-contn3ctneshave employees,they mnsr pmvide their worker'comp.policy numbu. lam an empInyer that is pratidirg workers'co after inm ce or any empLyees Below is the pansy and job site ireforrnatiart_ , i Insurance Company Name Policy 4 or Self-ins-Lic.;#l/GG,.seo 0/b �d�a���A Expiration Date:6 b/� Job Site Address: 44/�1�+�'!/ Attach a copy of the workers'compensation policy det Iaration page(showing the poficy number and expiration date). Failure to secure coverage as required under Section 25A of MGL o. 152 can lead to the imposition of criminal penalties of a OCr fine up to$1,50U OD andfor one-year imprisonta—f as welt 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 DL4 for insurance coverage vedfication- I do Hereby ce&fy under the pains andpenabies ofperjary that fie information provided abmv is hue td correc-t Sitsratre- Bate: / �� O,octal tags only Do not write in this area,to be campieted by city artomn of dat City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3.CUp Town.Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts Gen=-g Laws chapter 152 requires all employers tto R-Uvide wo=kras'compensation for fheir employees. Prmsuant-to this statute,an ernpkyee is defined as."..every person in the service of another under any contract oflip, express or implied,oral or written." An mznpfoyer is defined as"an individnA partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged is a Joint=txp6se,and including the legal representatives of a deceased employer,or the receiver or trastee of an individual,parbamship,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwellmg house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appuatmant thereto shall not because of such employment be deemed to be an employer-" MGL chapter 152,§25C(6)also states that"every state or local licensnrg agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of cdmpU=c--e with the iBsnrance.coverage required-" Additionally,MGL chapter 152, §25C(7),states"Neither the commauwealih nor my ofits political subdivisions shall enter into any contract for the perifbzmance ofpublic wo&until acceptable evidence of compli c� .ancewith the inn-2nce. rP rnents of this chapter have Been presented to the contracting authomtyf Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contrantor(s)name(s), addresses)and phone number(s)along with their certificate(s)of insurance. Limitad Liability Companies(LLC)or Lim ted Liability Parfnerships(LLP)with no employees other than the members or partners,are not mined to cagy workers' compensation insorance- If an LLC or LLP does have empIoyees,apolicy is required. Be advised that this affidayh may be suhnittDd to the Department of Industrial Accidents for confamation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be retumed to the city or town that the application fior.the peimit or license is being requested,not the Department of Industr;al Accidents. Should you have any questions regmdiag the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the nu saber listed below Self-insured companies should enter their self-ice license number on the appropriate lime. City or Town Officials f _ Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pen tWlicense number which will be used as a reference nrmmber. Ia.addition,an applicant that must submit multiple pe=Whcense applications m any given year,need only submit one affidavit indirat mg current policy in�o=nation(if necessary)and under"Job Site Address"the applicant should write"all locations in (cam'or gown) "A copy of the affidavit that has been officially stamped or,maiked by thee city or tows may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses A new affidavit must be tilted out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial veztre (i-e. a dog license or peumit to bum leaves etc.)said person is NOT requiccd to complete this affidavit The Office of investigations wound hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to givens a call. The Department's address,telephone and fax nummber. The Commwweal&of M&snacbuctts ' Ilepaitment of I'ndnsfial AoDidents Office ofkvestkatzou% 600 Wasbingtan St=t Bagou=MA EliI1I TcL 4 617'27-4900 Qx- 406 Qr I-,V7-MASI AM Fax#617-727 7749 Revised 4-24--07 �Q�r�dia i r 09/08/2016 16:13 5087602211 OCEANSIDE INS PAGE 01/01 ® CERTIFICATE OF LIABILITY INSURANCE 719/8/2016 TB(MMIDDIYYYY) 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(ies)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 E NAMI Christian Barber, CIC NAME The Oceanside Insurance Group PHONE (508)775- -0500 Fad (508)790-7955 E-MAIL 52 West Main Street ADORE Hyannis D91 02601 INSURE S)AFFORDING COVERAGE NAIC k INSURER A:COmmerce Insurance INSURED INSU RER B AssoOiated EID l0 ers ins CO Oceanside Painting Inc. INSURER C: 57 Washington Burslsay Way INSURERD: INSURER E: Centerville MA 02 632 INSURER F: COVERAGES CERTIFICATE NUMBER:CL169804612 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR °LTR TYPE OF INSURANCE POLICY UMBER POLICY EFF POLICY EXPMM/D0 p LIMITS $ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A ClAM1SMgOE ❑R OCCURPREMISE occurrence) 8 100,000 BGGQZH 4/21/2016 4/21/2017 MED EXD Any one person) 8 5,000 PERSONAL&ADV INJURY $ 1,000,000 OEN'LAGGREGATEUMITAPPUE$PER: GENERAL AGGREGATE 6 2,000,000 X POLICY❑JERCOT LOC PRODUCTS-COMP/OP AGO S 2,000,000 OTHER 8 AUTOMOBILE LIABILITY i CO E UMrr § eccldenl ANYAUTO ALL OWNED SCHEDULED sa'BODILY INJURY(Per pen) 8 AUTOS AUTOS BODILY INJURY(Par ecddent) 8 HIRED AUTOS NON-OWNED PROPERTY DAMAG AUTOS Per eeddere = S UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS MADE AGGREGATE S DED RETENT10Ns ; WORMERS COMPENSATION PER 1 AND EMPLOYERS UABILITY X T ER 1 ANY PROPRIETORIPARTNERIE)(ECUTIVE YIN E.L EACH ACCIDENT 6 100,000 OFFICERIMEMBER EXCLUDED? D NIA g (Mandatory In NH) TPCC-500-5013383-^2016A 5/13/2016 5/13/2017 EL DISEASE-EA EMPLOYE $ 100,000 14 yea,describe under DESCRIPTION OF OPERATIONS bel. E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,AddlUanal Remarks Schedule,may be attAchmd If more space Is required) Insurance coverage is limited to the terms, conditions, exclusions, other limitations and endorsement of the policy. Nothing contained in the certificate of insurance shall be doomed to have altered, waived, or extended the coverage provided by the policy provisions. CERTIFICATEHOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Ellen Barber, CISR/MC 01938-2014 ACORD CORPORATION. All rights reserved. ACORD 2S(2014101) The ACORD name and logo are registered marks of ACORD INS025(2D14D1) I N The Official Website of the Office of Consumer Affairs&Business Regulation Obgb � r Consumer Affairs and Business Regulation Home Consumer Rights and Resources Home Improvement Contracting Home Improvement Contractor Registration Lookup To search by registration number, enter the registration number in the textbox below and click the 'Search' button. Search by Registration Number�— ;Search You must click the "Search Registrant" button to search by name or location. Search by Registrant Company name Search by Registrant Last name bonvan. _ City/Town j ;Search Registrant) State r Zip code Click on the registration number to view complaint history. You can also view arbitration and Guaranty Fund history. The list is current as of Wednesday, March 23, 2016. Search Results REGISTRANT RESPONSIBLE REGISTRATION ADDRESS EXPIRATION STATUS NAME INDIVIDUAL NUMBER DATE OCEANSIDE PAINTING BONVAN, KIAN 180161 1 INDIAN CHIEF TRAIL 10/15/2016 Current INC. DENNIS PORT, MA 02639 ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. I � I https:Hservices.oca.state.ma.us/hic/licenseelist.aspx 3/24/2016 1 BUILDING DEP-T- SEP 0 8 2016 TOWN OF BARNS-TABLE s A4asSac)aserts.PE.Z, ,-;n&nt of.Public 53 tc'y lw'4ard of Builcti ;a; �R e` � �g�u�at'at�pspd Standa'rcis°, License: �:;S-108'SS4 construction Supervisor kIAN BONVAN 57,WASHINGTON BURSLEY WAY CENTERVILLE MA 02632 ' r. 9#o 5'-5 1/4" 2'-10 11/16" f�-------------------------------- - I I `- f zo cV I I i B2B 1' B2821° B211211 �4jl I i 21068 ----------------------- ------I- --� 1 1/2" 2'-10 1/4" T-13/4" 4'-1 1/4" 110sgft �O J,,, i 13046 5'-51/16" 5'-51/4" 21-1011/16" F\-------------------------------- I / //L-6 `Ssvb / 1 1 cn -------------- - 1 1 B2821j B2�8Z� \ I 21068 \ 1 l 1/2" 2-10 1/4" 1 1/2" q'-13/4" 4'-1 1/4" �4G QF� ' 110sgft . By O$2�16 SOWN OF gI�R Bayberry Building Company, Inc. 300 Bearses Way, Hyannis, Massachusetts 02601 Telephone(508) 775-8822 Fax(508) 771-2116 November 1,2001 Peter F. DiMatteo,Building Commissioner NOV 7 2001 Town Of Barnstable 367 Main Street BY Hyannis,MA 02601 .._...4..__�.-._ Dear Peter, Pursuant to Chapter III,Article III, Section 4.9 Growth Management 5.0, d,(i) "Revocation and ,Abandonment" of the General Zoning Ordinances I am hereby requesting a six month extension to the following building permits as defined below. Address Permit# Parcel I.D. Date Issued 2181 Service Road,W. Barnstable 532,42 215 024 05/09/2001 2175 Service Road,W. Barnstable 53131 214 071 05/02/2001 I have enclosed copies of the building permits issued for your review. The above lots have been cleared and perked but financing for dwelling construction is on hold until buyers are obtained for the houses. Seems the events of September 11 have currently hampered people from looking at new home purchases. 'nc rely yours, Ja ques N. Morin,President ayberry Building Company,Inc. From the desk of... Jacques N.Morin President Bayberry Building Company,Inc. 300 Bearses Way Hyannis,Ma 02601 Phone:508-775-8822 Fax 508-771-2116 TOWN OF BARNSTABLE BUILDING PERMIT ; PARCEL ID 214 071 GEOBASE ID ' ADDRESS 2175 SERVICE ROAD PHONE WEST BARNSTABLE ZIP - LOT 3A,27 BLOCK LOT SIZE DBA DEVELOPMENT 'DISTRICT PERMIT 63131 DESCRIPTION NEW 3 BDRM SING-FAM-HOME SEWPT#01-149 . PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT , CONTRACTORS: MORIN, JACQUES N. Department of Healthy Safety ; ARCHITECTS: and Environmental Services TOTAL FEES: $426- 13 BOND $.00 Ox ; CONSTRUCTION COSTS $137,460.00 S 10:1 SINGLE FAM HOME- DETACHED 1 . PRIVATE * BARNSTABLE. *' MASS. 1639. • ED M� BUILMNG DIVIS x BY DATE ISSUED 05/02/2001 EXPIRATION DATE THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORA iLY OR PERMANEN CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY TH RIS �:.nctT OR ALLEY GRADES AS WELL AS DEPTH AND-LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WO ._..:,c isSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE,WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE P.INSULATION. OCCUPIED UNTIL.FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD • IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 i 1• 2 2 2 '3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TOWN OF 13ARNSTABL�1 BUILDING PERMIT RCFT,,L11-215. 024 GEOBASE ID 1329'0 CRESS 2181 SERVICE ROAD PHONE W BARNSTABLE ZIP BLOCK T SIZE _ DEVELOPMENT DISTRICT WB j i ZMIT 53242 DESCRIPTION NEW 3BDRM.SING-FAM.HOME SEW -153 ZMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT 1TRACTORS: MORIN JACQUES N. Department of Health, Safety ;HTTEGTS: and Environmental Services 'AL FEES: $753. 49 Im ID $.00 O� ISTRUCT]:ON COSTS $243,060--00 101 SINGLE FAM HOME DETACHED 1 PRIVATE * •ARNSTABLE, � MASS. BUILDING DMSIE 1� BY L��- DATE ISSUED 06/09/2001 EXPIRATION DATE :HIS:PER:MMIT:C0�:NV >O RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- ,BLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR iLL;Y GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS 'ERMIT DOES NOT RELEASE THE APPLICANT FROM THE.CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED ' APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL.FINAL INSPECTION PERMITS ARE. REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE:WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY"IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMEM 2 BOARD OF HEALTH OTHER: SITE PLANAMVIEW APPROVAL WORK.SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON-. INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 0q-/"T or-,;z l S e 0.1 t- Map a Parcel "'; �'w.4i =1 1 F-Ait# Health Division 2Q� / �5--3 COY E- ` .•_�r_r�l `� COMPLIANCE Issued Wi T H TITLE 5 Conservation Division 2 2-3 U1 u`V= PLATiO �:t�6tiR Tax Collector o/ n 2001 �. LICANT MUST OBTAIN Treasurer -C-� ►. -�;^�„^^�-- - vAROAD.OP.ENIN4•PERMIT FROM ENGINEERING DIV. Planning Dept. ` PRIOR TO CONSTRUCTION Date Definitive Plan Approved by Planning Boar mP% i i•.-__ - Historic-OKH Preservation/Hyannis W k Project Street Addres ��� C �- � � d" O �-S• Village �?- Owner v-Q 0QL10_ Address W Telephone Permit Request LQ ( o-ej Square feet: 1 st floor: existingproposed.74 2nd floor:existing — proposed Total new /3 y6o Estimated Project Cos Zoning District A Flood Plain C- Groundwater Overlay Q Construction Type I I ►-�. Lot Size /,,3.3 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure n Ic} Historic House: ❑Yes CyNo On Old King's Highway: ❑Yes �(No Basement Type: rUA--ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) leg? Number of Baths: Full: existing new 72— Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count 4/ Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Po Fireplaces: Existing New Existing wood/coal stove: ❑Yes 1<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 P- No If.yes, site plan review# Current Use Proposed Use . f fir! S" BUILDER INFORMATION Name % c Telephone Number JT oZ GAddress License# CIS 01�V ?0 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTIO DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE :2-7- d FOR OFFICIAL USE ONLY PERMIT NO. DATE I§SUED MAP/PARCEL NO. " -� ADDRESS VILLAGE OWNERu r.. �l DATE OF INSPECTION, FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL T PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT -� ASSOCIATION PLAN N0 == r" rr. 'NSr'�'4r.��ab'�ydt _ �^"'."'�""rr,.,yr,+�^,�Ysy.'4.i ,•� °FINE . . °_ The.Town of BarnstableBMWSTABM 0 10� Department of Health'Safety and Envir-onm'ental Services 'OrEo �a Building Division ' J 367 Main Street,Hyannis MA 02601 ; Officer 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW t, '. Owner: roe6rC l,, ( Map/Parcel: 02 0 l o Project Address:P I. ' ,�PI' ZkAQ PQ), Builder: I C (, The following items were noted on reviewing: Nee.d sm's o)-) 11 4 I- e- r-�% 1 A -e 6% V Please call 508 862-4038 for re-inspection. Inspected by: Date: q:building:forms:review { r ESTINA LED PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) �7�,� square feet X$115/sq. foot= (above average construction) Z Z/o squaw feet X$96/sq. foot= /35 a (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X=$25/sq. foot= PORCH square feet X$20/sq. foot= U 7/7vC� DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Value 3 7 y�o S/2 Ove- zo v ` (/N D�1t 2omo � /�foo vE �i�tfS A'Yh►Za„�E' /S [ow TOWN OF BARNSTABLE_ (=permit-exten-on granted 11/09 O1)�"' PARCEL ID �2.15 0.244 � GEOBASE ID 13290 �ADDRESS 2181 SERVICE ROAD i W B PHONE� ARNSTABLE-1 � ZIP _ LOT BLOCK DBA DEVELOPMENT LOT SIZE DISTRICT WB PERMIT 53242 DESCRIPTION 'NEW 3BDRM.SING_FAM.HOME SEWPT#01-153 PERMIT' TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: MORIN, JACQUES N. ARCHITECTS: P-ERMIT EXTENSION GRANTED Department of Health, Safety TOTAL FEES: i and Environmental Services BOND $451. 13 CONSTRUCTION COSTS $-00 $137,460.00 101 SINGLE FAM HOME DETACHED 1 r PRIVATE P ( , MAS 1S. 1 BUI I I DATE ISSUED 05/09/2001 EXPIRATION DATE BY • ,j Nn Lv'O Mir 2B7 65 w� , mdoung Corso 0 ` 0 Founda tlon y� ` 4 , 7`7.2 a %, B,4 , LOT 5 f .� 57,935 sq.ft. 2�g'93 56618 4� W GRAPHIC SCALE ro K Plot Plan of band In Arest Barnstable, Massachusetts Prepared For. Bayberry Building Company Inc. � I Araby oartlll'' fast the egret am dri as the j%hw as they a dW 9n the Smund !� ►a�,��Q. b - -pZ S J%Ppsmd B: Rep!!sA I Ibsle cad tAY Locus Not In A Flood Hazard Zone. p " nthsab„�tte E0 39Cd S31VIDOSSV 3-Ma DESZ0bS80S •60:EZ Z00Z/61/90 Op(ME Tpy� The Town of Barnstable BARNSTABLE. Department of Health-Safety and Environmental Services 7 MASS. O t639. �0 prFD MA+p Building Division - +, 200 Main Street;Hyannis,MA 02601 j ' I Office: 508-862-4038 Fax: 508-790-6230 + Inspection Correction Notice Type of Inspection t m� Location o r VtEe, Permit Number Owner Builder (YNt"r►'C One notice to remain on job site, one notice on file in Building Department. The following items need correcting: r CD \\ 4 ►MJ S Y Y J`f' 1✓N v ` Please call: 50�-862-4038 rfor re'-inspection. " Inspected by V( /ir � 4. e : U-7- 11, 03 Datey J f 4 i �Ae �%oa�vr��oou�seaLC�i o��i��aQaac�uoeCt BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR 4y Number: CS 057770 . G rt d I h ate: 02/16/1958 B ; � 'Eicpires: 02/16/2002 J Tr. no: 17122 Restricted Tod JACQUES N MORIN 300 BEARSES WAY:'. HYANNIS, MA 02601 Administrator i The C:ommonweaun of lrscwa"Li.-o Department of Industrial Accidents 600 Washington Street Boston,Mess& 02111 Workers' Com ensation Insurmce davit PINAIM Jacques N . 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Morin Ph=# 508-775-8822 oAiddl me do not weite is fhb arm to be com&ted by city or to OAldd Pondulkiiiiiiiit: • (38tmams dty or CojcmWg Bowd BOOM Osdachnew ❑cheelclt himmilill b reqwra _ 0 phonic!!- contact Person: P6203 1912t3 r 1_,: .10-20-1999 (? 03 a S5 o4 rp(1 t"r. terra l.,rd15►uN 1re 4M 14IM1511aA.f MID(!URI NFrISTP.1f ! OCT 7 19i19 KNOW AU UHN 111'IW SS PRESENT, h ai tS l0 IKYSd'�UN�lY► nd%IL!'c.,m.It,%M I,Itichard 1'.ScN finenn, Trustee ofdwLenox Trust of 3180 Main Strout,Barnstable,. .W Massachusetts 02630,formerly of2440 Rag(ken Boulevard,Apartmatt G10S,Stuart, Mat ids 3499k umfi'recorded November 20,1999.in Document No.746975 of the land Cowl Division Barnstable County Registry of Deeds and under power of appointroont as tr.tstce in Document No. recorded iaoMth. . for consideratirm of Twany Fight Thousand Irve HundW bollars($28,500.00) gram to Bay"lluilding Company.Inc.,of3WBana Way.Hyannis,Massachusdlc, 02601, with quitdaim covenants the land situated in West Harasteblk in the County of Barmabie,Commonwealth of Marmduudts;bounded and described as follows: It shownlasy s incorporate as w`dl:to1;5: cIkI 1 Am wiotcs 42 Caulerbury bane,Faimomh.MA.02536 4 Stgt 1.Doylo-Professional ~ land CurvoyPr,dated September 2S.1999.for Dryberry•Butiding Company,Inc..of300 Hear sea Way,ltyarmir,Masuchusgta 0260).for purposes of conveying and land to the tA w La Trust and in turn to Bayberry Building Company,lna Said plan Is fled in the LmA 8 R¢g'utration Office at Boston,a copy of which is filed herewith In the Barnstable County ty O ma Registry of Doods in land Registration Book Page with Catificate of W 1 itle No.IS*kfrf /SO4r1� COT!O AAV AV STO; � QFor our tide . 3.4"deed dood inne44.1096. Man; NSA ISaid land is subject to and has the benefit of the rights and easements as act n forth in(:atincate of Title No.313 M so far as in fora and aWabbe. Said land is subject tom incise of Shoot.Flying Hill Road by.lhe Town of Ilasnstable.dated November 16.1967.being Document No.117.230. CAnd it is further ratified that said land is under the operatian and provisions of(7uytter 18S of the ClonoW laws,and that the title of sold Letrox Trust..Richard F. Schi(fman%Trustee to said land is registered under said Chapter,subject.however.to 1 i - BK 12G 13 P0204 81287 any of the,arcumhranccs mentioned in Section forty-six of said Chapter,which may be subsistiM ,/ Fa ccuted as a seal instrument this,_Ze October.1999. gllez Richard F.Uhitfmuorlfwt T I TileCommonwcalth ojMauachasern ti • llarnstable,ss October 1.1999 That porsonally appeared the above named Richard F.Schiffhtann.Trustee known to inc,individually and as Trusteas of the Lenox Trust and he acknowledged the forcgknng in trumatt to be his tree act and dead,sDd4VWer the authority conferred upon him by the.l.ta►ox Trust before me. Notary Public, t o LO•S My commission expires JR X i BA nTABLE Paw Of Do& I s BAPodSTABLE COUNTY REGISTRY OF DEEDS AM MOP ATTEST . ..�01 F.MEADF,REAISM I UNSTABLE 7ATRUECOr STRAY E.. .-- ---:y lE REGISTRY DEEDS RYrk N - 4, .MEADS.REGISTER ' NODD Wlrwer CON'T RIDGE VPNT 6r CON'T RIDGE VENT l III, RAKL BDS ASPHALT WIN IZII W wER SAPMI, e } ® ® N C WING ea • BIDI�•WZ•TYPAR•OR EIX,Lma F �� � l�EU BDS ?NDIIODRpptQ Bg3ap6 f DOeQ18PWTS ��[O@� I—.. CORNER BDS 1St rlOOle ®® R.C.CLAPBOARD w A•e D.POSttRC P.T.wtwD DZIW MST noon �C, BIM OU •tYPAR•OR CQIAL ((//�� O(fR�T ELCVATIDN ONLY) .7-n A d W;ELATION t L.SIDE ELE ATION !a BGALG IH Ig TABLE �IIE�'le�a��� B E 1•/[ CON7 RIDGE VLIIT e09,�d9j�g�lE� COMT RIME VptT /pp666` 7lYY i Ae►NALT BHINGLEa a+ �, 2�Hf{86'QQ�N{7�Q� BP rCLT tAPCR , wCR E/B OSB I I.enn RAKE eDB hS F—IA BOB _ 1 II✓Gtrrr f DO—OPOVTS - 3 t f N C W SH WER e�INc rn-rTVAR•oa EGUAL va•osB B ONO 129 OND BOOR = QI o CORNER W. ItrS/lif CORNER BDe Z E f Q 8 O N C 6NINGLES BIDING weR'fTPAR•aR EGUtl V _ Ig rLooR_ ON In-ose IBT noon w —ai a - REARv� .,I� ,,TION •*•Nm oeoc SALE, —0 V R.S�AT.ION _ BULB•va I, S • tl�Lt S Y! rllmll re�axentc-rw ronrRAETa eNonD vnun Au Dm6B•aB..wcR i ' nsmc calo•*IDe o.AeaPR Tw P 6 AnwiRN o.Tw Dmmrs.. 6 s W D DECK w°+rem"I c°�.nnler rux y I 1 'i DINING u KITCHEN I II1 p p w1. Sb6.EB o.roruLCAnAce } '�' 'LLQ�° A@ � 88� ------------ II fl'' ___--_--„--_—_______ tt 8 !pp LIVING ROOM Y BEDROOM w08 zcd y99 �I 0 A6 b �Qt II CA¢! 1 ------------- I � BEDROOM 7I1 i e1�Q�Id�IQQ�l9p�E� 1 I � � 0, BEDROOM ttZ .� I FIRST FLOOR PLAN etxe w•.Ilro• �._----------- _____ . I . I e'ens erou z 9 Z I g S I E I n. �O ' I IK W ` 1 8 w BECOND. 00R PLAN ¢ erxm v�• I FLro• • S b Woos ro mra,.,.:�n+wrt.�cro� Imo®mieror..rani""` r m®+e k1 a f 1 2 rQlfINUQlB RIDGE VeNr„ .anuLr Im.wolo.mA,.rur r..ea m�Am� , I I 1 oee m " R , 1 I , rL:.I1coV.Yati+ooA I I 1 I I � - w��a .a'"�`"woYAee:I.Y:cow°:I0:.•a 4,1 ___________ _____ ____________________________ I I L------_ of en ep II „n'Irs°�`a,.."'.,,�.�•.x..I.r my ` -- ewe I w Au wr.w+ua „_peAAAI � rmewuA.ovuurwl ----- ------- I LIVING RM. DINING RM- �. BASEMENT I , rmu�vaimmaqq i ` 9 QfAGTC�D BAND i , s IM llo.).mnvawb 6 e yIJ69�i I I I ' P 4' •e..erme DprIDNAL cAa<Ge 1 ' c I� I BASEMENT � •�� �a LJ �J iJ LJ i l w v' ii I .Yr a a>�rwm , I •°°"'oeTe.«u y z� I SEG ION U LIVING M d DININGRM zA� •p� Bcuo w•,r' y pL� o ' __ ________ ___ LIA I �� m+c ------ ---------- --� rawrlNua)B RIMEveNr 1I I ll. 0 3i B TO PERC DAMRIDOrING �OSi�e6e'��e�t •TO PCRIm N Or NCN IrON.MALLS TO 6 NCIGIR a NDi fINIBNCD GRAOC. iee ip SEDROOPI 4 L&UDA INI PLAN i O o.c H U • - ��.a Au elan.M•us N � F BEDROOM WALL 84TN tlQ C^ ly J tt D Z Q= W Y R:lo.er. F eerona gpaETtENT Z NOTE, a . I ec.mrloNe wl Aex.+.ra e°m�ra.wewrt wa A+r oucnvANum erominrnr�m nor sown ro ra %BcEGTI•.rON-D•THRU BEDROOM d BATH ue,v. e.ALr.I oamLe�lmar c_ b e.m-reNl.Aere.ro I.m�u.,w o. vcYf61„ °"a aa�.r m�NnAa�ro. � �Q l a • .. - ... Wo MACAD PWG AND. REF: LC. 92666 E 9 741e'OB• ♦ ,_•1:�C� 1. -�� �Ja _ .;� •"- '! W 3UR117 rA3 •I 7b�1.Tta:�qeO,C. I C M� - - cH rx eo-�e . DNnCSNaAALCCORDANCE}T . �.; n11 LL\'D COURT II3[RUCT101S OF 190 ON tpap byy�-. _ OR BFrFI2'-'•1 A,'20/94 AND B,'Oa;99 W sa6.O0' 257.45• c. �pYJO L:]A o'1 �,- y,p•7p1 g•1 N 7A'IB'08' K at• -s,oO:r-:_.:�c� :�. ptf•.1� -PROF1l1U�. 1� .9�1t;�'CYOB 0 7a B' I YNB w;tEAO Pt:,o fTA1. DATY p 2Ap0A I-'90ro'o' 1S0.p0' y':. l )y �100.00-s �n CALP 1• 2000 r' U t60'p0 TOWN LOCUS 6 LOT J OF _. ge0sd W160 C9 .,� tlA T ;u-1xK FLAIL S _ .g ,9 w. BAAYSIABIX rAte . uOvvhn PORTO:OF LOT 1 � - - IS$s4' 1••ep41naJ Iona` •a,�$ ,e98 eq.tL A = TOaW OF Wt,,yOn j/ 137.5{' s.•' n o aa• .lope eNwSfAB.� i s el M�C�' 1169' ••i'mY�:- 50.1a2 ep.rL Y N."W'30'E �........�- �w 'aW00 , L ~ a••-"tea _ suet-:►to ` N 71R2' -.."CH FND.� �, 7 t @ i 'bi $ G ti ti 7 E N 7'--Y,}.._ 1°6 �...•IR -. 0 8 a a.sD fi N O T 3 i . N 7e 20 00 lax>�1 loT i+-- RectgrinED S •.t.of?O'►�:' i .a _w.w zo�° ♦ 6� die _ R ..0 ' 9b e9 cB FlID. — ,� m BE CONVEY® g �V AS PART OF LOT b s B yI2•� o f 9 A j _ x • .wm Y nA.75 ► 5 � 3p a r c amcolamseH S BROIaaI 1 Hp)COIlD OiNERy: 0 2 i , g 76Rb'00 N,�20 00 -L4 CP FAQ. - / -J•_ LDT.A+•- REGL7r@tED -t ' 7U 11AM &ICU E\T BAD.Y ee aot Da• ��� •-,, p7.66' dA & TO HE CONVEYED N '? CMUST'OPER P. KUIL\ Cam- M� .-7.=—0 tpDD' Y L`..� ..'6B.6y R 2$ _ RE014ILRED �,; o AS PART Of 10T '',6� `;'- ` - `- O w w WT • 19 PANI OF LOT 3B 7:., Z /�-''" 3 L LF.•YOY TRLSi tl $ ��; OaT t .1 16•t• :) �/ �was '7 7'O BB CONVEYED . �l "W e! y 71y7@ ~ : V tared tend) - % r4 _......\.�......._...... 62 -.-a ` «� CB FT7113B.s F m AA t z��'�7' '�'• F �.eq � n g N 7 A20 sb - :xto-r a/: Y io o r+ 6°>° - v"'.•'• t' _ o d o IOT.8*-F-- TO BE CON WM 1A ' u CB F`.7D. tp'? AS PART OF LOT SA f LOT 3C 1p a to TOTAL TOTAL lO7 Amu-261.370 erytt _�..IL r 11.},4,mB•r ICpA•DiG DISTRICT: Np E&GMTERm - - J6 I $ 8.0 ACHES 8 ZoK.::G ARw.�3.-O q-IL �, m 15 •�i BE COlM1YT® �t 9; Ao fi `� - . FRon?AGe 160' p rLgLA+- REO gJ,g' l9 PART or LOT 2 170•x !"%- 'b. '.iCTW+DREA --,•aa4 MP- L � 7 . FRONT YARD: so' a 7O BE CO. -• ' LOT 19B ♦' tnu�AREA-xuuu w� . . sDs YARD: 15' rY� gg++ �•`� AS PART OF t a�� - sw�c,ue ,y 1 21 REAR YARD: IS' M1 � ''" 1'yg• @�qp. °j � tc:.Y .'t_-1:ai o. OVERLY D91TNLT c, $ _ .• bi• ' , a a , 8 l�, ,kj' I •' /e7°%d G GP p� CH PND. : R ASSESSORS I®xRKNCT ' I P .a ... .. MAP 214 PARCH 16.29 t 30 � �(����� AI MAP 215 PARCEL 24 4 4%• .�Y►;6 ' Rta Ear ice Puns c► co�%43 j. yT °°'♦ b'bt i? '' c.- A r>.; L..71 COURT 22556 B C Y• u\D eolrat zzase E a a at7.a?_• ' Q °�"LOT BARVSTABLY PLAN BOGY 252/96 _ o _• CB N07 F0171ID.,••to �Yg►C fe -v., 9C ARYA OF 107 t - BAlGtiSTAB1Y PLAN BOOK 415,83 - __ AA .R ;a'. _ .. -•� Le NOT ErovtD I# 7 so49D IAT 21 i Lot u 8 pd ZO SNOT A�BunpnABls Lori _ I N/la PRESTiGY PROPBR7T89 �i �' RLIID�D PLAN 4 9 r .✓G.: 1.�3 2,• - 3 1 -- ! LOT 20 ♦-. '• �—aenA,us e^ b - LC. FLAN 226569 . z N/F PRWMR PROPlrB'rITS I 'i+ P IOCIQ TRUST , LAND COURT PLAN R-27.47, t° °' tar I. N �" 225M D - ALU R- I" I.C. pILV 22656B O IAT •18 \p\ ANIOND F&tNAN]>b9 4 rlo o c) PRESTIGE PROP4r=rm i 0p _ ° LOF 9 u `�• LAN:O COURT PLAN 22e50-C _ � � PLAN PAM �2 S�(v I ISS x 126.30' U tf 9•0° ANiftONY EAARRN . . 1 - LOT 6 pyg I.C. PLAN 22606E ' I NOT a ,7g AWIMT N ICOTWRL V.0788 IS ` F IO 7 I.C. PL#J 22356B pp� LOT 6 'fi N• LC..PLAN ANGXUNA r" k� LG PLI;226668 SON ROBStRT NELSON ,.cr....s LARD 'HAILVSTA8IX PIl\A•B:G BOARD APPROVAL L"DI� SIi00T •t7aoz' ' -._`--• rl�sl••BDNctsDN co\TROL ur NOT aral'�' .a l:a:a �i0� ._1'' T O S•' L..L�� FLYING HILL •m,- P,,, ,o : ROAD . --�- s ee7rto• r �p,6°• .-•t-.. AV EST }3 A1�t_NSTA-.iLE. tiS ASS AC;HL:Sr;'fTS Prep"ed for GRAPHIC SCALE -- ' r 'BAYBERRY^}3LILDI�G, CO\,tP 1r?.-- lEelni A Dhlafon of let IRA as e11O� OO land Covet Plan 22066_K _. (01 Fes) &W lat 17 a9 aeon on Ltd Court Ptm 226W B NOW.—TION AS TO COMPUA CE rrRi - .md OtLar L'Lxa�,tax'ad load t�-a0 li TBE ZOIM-G OHDININCE ABQL•QiE1�I1B NAB Soak e • 60• Dow sept—2b.190 BEET YADE 0R D7i'YND�HY 7llK A]lOVK KNDOB9LIWrL . - Prepuad HT. po�b and Araoclalee - - 42 CaaterlAu7 Ian&Eut Y.]moutA YurahOaetu 02696 .. R.rt G.waa 9.taa'• r.Fgoa( .. TelapEo9e: SOB,OsD-253t .. _ _ .r _ .._. „ -r -. - _ .1 _ - - - , - n 7 - - y 1j" _./r- i �., - •r... _. , v jJ -_ - j7 T. `' n 7 _ e" of 1, 8" 1 ?" PeastoneYA - --. 3 C. M 4t G s=Z L S ,r- �� S s�ace` • r_ /'-r ^` ?l TOP FOUND. EL. 97.0 -_ / Cruz ed Stone - 1 14 c N WATER ncil ro h'Of'O._ l 'I� . . ,1 ,' ��'F'C. �.� �~ r r { u - , --��_- -- _n.__.J L -1 I _ - - - ! - - - _ - -- -- . - - T t h I e h - -- - I� 't"eshed Crushed .tone I INV. EL. 'fG•o _ FLOW LINE �' LI All I ; j .I INV. E.L. C,�_7- t�3 .` -;MiN. 6- lI u - - -r - a ['_�-- ----� C ',' rr owl I' ! INV. EL. LJ_ u' �� ^43..g IDo°' ro " �� c-� �i-- -� ` I - INV. EL. CIO ------ }0' MIN.-- I , �19{'Uouio DEPTH ' In v. L'1. _G.3.o �8 \ - P `� Nv. tom. J J•`/ Ie 1...__.__.-- - __ �'-__._ ._. - _ -_._ _ - - __ _ - 1 I _ -._.- _. _ _ - - _ � � "-_ _ ._ _ _ ' No. of Trenches _ � _ �• I i _ . I - - - ,1'0. of 500 Cel;'on Precast, Chambers -Z.-- _ �. �'r�ECAST REi�`IF��RCrJ Ct=!I�IrI�ETr_ DIS iR18LiTi0N BOX 1,,!2" ,cashed Crushed Stone- -,SOO GALLON PRECAST REINFORCED CONCRETE SEPTIC -A�;;< Fl. y�.o I � .•`r� i;1S ALL Oi`I A .F`/EL BASE A`QJ• \�Gt� l sl S�• 7 _ _ MIN:MUM CONSTRUCTION MATERIALS PER 3100.4R 15.226(2) r�N,YU►A WA,_L iTuCKNESS � 2' i 1!ES St'ALL DE CGNSTRUCT6D OF SCH'�DULE a0 PVC AND !r';lib1,rM iNS1DE pIA�EilSiON a i?" SHALL EX.-`?i0 A MINIMUM GF 6" A,10VE THEROW LINE OF THE Sew' TIC TANK AND 3E CN THE CENTERLINE OF THE vu i_I,T iNVEP i-S `�i-,ALL RE EOUAt_ TO EACH I ROUE 5 SER.10 TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT OTHER AND AT 2" h NIIAU)'d BELOW 11'ILET INVER i. rj I/ S�Rv1GE �\ � MANHOLE. WATER It. ,DIS TRIBUT1n-, LINES FROM THk DISTR!BUT ON .0" (TOWER ----SHOOT FLYING HILL RD. THE ;VLET PIPE iLEVATIOti S1,ALL BE NO LESS THAN 2' NOR SHA,_L ALL HAVE EQUAL ;NVERTS AS !1ETERMINEO BY FLOOL)ING MCf,E THAN 3" ABOVE THE INVERT ELEVATION OF THE 'I{_ IDISTR:BUT'nN' BOX TO '1-,E HF:GH7 OF TNI_ UIS�IOU110N OUTLET PIPE. 6NE INVERT M=TER ALL LINES HAVE HEEN SEAL1"0 !N PLACE. I�rVF'RT .nDJUST?:,E��TS SHnLt_ PE MADE BY FILLING wi TN DURABLE `��EOUAgUET r aNi) N,7N-DEF��i?!✓A13Lc MA-.,_'�IAI �''ERMnVFNTLYrA'iTF_hJ0 TO HE D - - SEPTIC TANK SHALI, BE INSTALLED LEVEL AND TRUE TO GRADE L+`IE OR RECG?�SiRUCTiNG THE LINES UNTIL ALL INVETS APE OF LAKE ON A LEVEL STABLE BASE THAT HAS BE'c�1 >,rECHAMICALL�e F:pUM_ ELEVATION. COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT -----------------_`-_----------------- - - �O LOCUS MAP SCALE: 1 - —2000 - edge o pas e -------- edgeOr Pa_tie ---------------- -_ __-_ _- - - - - - - __ 1 ..` 1 ---T--1 P " - SETTLING. _ --------- --- - - - - - -_ - - - - - - ' SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 _ _. - '-- -- 1-- - _ _ - '-Y_ _ _ _ _ _ _ _ - - - - - - -- _- -_- - - - - -- � , \ � - IIB -------- ---- _ __ � `C THREE 20' MANHOLES WITH READILY REMOVABLE IMPERMEABLE _ _ - -Y - ` 1 - ' -- 1O8_- - _ - - COVERS OF DURABLE MATERIAL SHALL BE PROVIDED )NITH ACCESS IIO 106_ _ _ _ _ PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND 11,E - 104 . - -OUTLET TEES. ,287 55 - -, _ - 100 112 THE OUTLET TEE SHALL 8E EQUIPPED WITH GAS BAFFLE. _ - _ _ _ - - _ _ _ - ' - - 102 3a - f - - - - 108 106 ' J .96 98 1 - �- I \ 10 04 110 108 Ail 00 - N „ _ - 100 - - , _l 98 I 91Coe 1.4 RF,PLACh SOILS' ,`COTE. 96 l - so \ \ ! 1 i O ,[ \4 �, ` 8t ySY ` �'\,' , _ \ , , -- - - - - - 106 94 ,+a \I ZB 55 B 8 \ �± '�ess -;i g 140' Proposed Stone RF,A!O;,rE UNSUITABLE SOILS F7>F FF,F,T LA 7F,RA.L Y 92 �P,\ 9 . SQ f N� 6 , , ' - _ j/'� /�i Rip Rap IN ALL DIRECTIO.N;c BF}'0,, D THE.,' OUTER PAR1AfA'7FR _ - , oel: 96 / � ��5 - - - _ 1-�t/ 1 - DESICN DATA: IF, OI S T V -'b - 90 `•� wag - 104 OF I'f SOIL AB ORB 10� S}STi,' f TO THE DEPTH Of' a�, _- _ J \ f�pe I ✓- ` ` - ler Sery - 57A 935 sq ft 10.2 NA MRAI.L Y OCCURING PAY?I ,70 t%S afA TFI?IA1, AS RF,'Q t 7.r�F„„r> � � r ,- f � � - _ (alotte � � STRUCTURE ", 4,4 Cu�H 3 o B�' •SIOC,6IR 15. 210 A�VD f>'FLACF Fi7TH CLA;LV GRA,WILIR 6B _ 1`� used / 4-" - _ d� , 100 TYPE NO. BEDROOMS GARBAGE DISPOSAL Sk%D, FREE FROM ORGA.tiIC MATTF,R AND DF,'LF,TF,R10t-t _ 86 r° ,' m ,r r r 0 - - 6 .4 DESIGN FLOW �, SUBSTANCES - . _ _ _ ," !� r r r % 94 !ZtA - ------------ ---- - - -- ------- -g0 _ \ _ _ - ,92 r r .� _ 88 _ 2'g_ 65 _ _ _ ' es ' ' ' ,:°� , ; `8 6 Zoning District: RF' _ r - SEPTIC i ANK Ui`F_ Be -- - _ 7e _ _�� \ ' 'vvz�_ 7� - -8 - , 62 r 1' lam , � y 8o 0 erl y District: GP a LEACHING FACILITY „ - -74 - - , ` \� . O _ - 1 - _ - 4 �1; .y 76 -B tune Expansion (Dash ----- ----- --- _ 35 72` . d`/� _ - ' - _- BO; , �'8 - l - l e , e -- `' Da tug p1Y B EI. �0 g3 Building Setbacks: _ G�D r ron t-.30` i r ` - � 1L5 g- --- T -- - -- - i'� ! ` ` _ 1 0 Gal. _Pro 1 �`330'yY 4*T_ ,� 0. 4 = 3�� a!-aV 'DJ Lk a y H _ Z --�----` 86 Tank - - - � Posed 7145 Rea r-15 —__ Note: Should soils be encountered during Installation of sewage system the are I Res , ` rn 1500 Gal 70 not consistent with soli logs, contact the designer and/or your local Health Department N !4 I _ i ,72 p ,Tangy 7'4 - _ .O� z\a t 10 before proceeding. ' I 25 /i /, ;, 70 / - ` ` \ 6,9 �p C� �SSesSOTS Data: __— _ — �� 9'IZ1 80� - �•1-'1o(uND1 � I � � � 1 t 1 � B6 � M Lor 3 l ►WTO►.t L� - f7EkL C-+►re < zrq,J 9' r . ` _ B� 68 so' ,¢0' - _ B4 93 FEi1IA De ta: Zone C o-�-30 U 0 �- / 209 l / Cif B .- B _ S / ed S S 78 , 4 64� �'4-- -. �--stir o�>L S� - A, - sL -� toVQ 3IZ , Pr°p° ' , ' Sad S. S propo 24 SOIL 06SERVAT ON DA.A: G, F'�� �1 Z -- r 3E��ERAL C ,!D i IR,IJC I ION I JOTF-,Q / ' '7Q 7.82 S6° �� �ti, ct♦ G,r= C, I4 z "It -- ---- —- -— --- 22 dZ --•- -- AZ ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE S NB5.18 40 E Q� TEST DATE L - a- ��t _ Ct AND THE TOWN OF ��,����-�a,�� RULES AND REGULATIONS FOR �c ' „c+"`"'0y- `z•'�-�( �Jt ,, 1=,N� .HE SUBSURFACE DISPOSAL OF SEWAGE. ` �D s • `�-� �r z,y 6 SOIL EVALUATOR --r _ � B.O,H. AGENT -'D . 't•-�1��•r►►.�4t___ t�� -- 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE 4 GtuvttL z,r'.. WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS SITE PLAN OF LAND IN ►3Z'' — ---►zZ" PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. el �z TVF,ST .13AR..LV,STABI,F_, PERC/RATE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF -~ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' �� Prepared For OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN 1 10' OF DRIVES OR PARKING UNLESS NOTED. �1L`" °i",f�. BA YBERRY BUILDING COMPANY _ J sL. y tOYq,_� 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL 1. °� STEPHEN 101% �a?`t" Of Depicting AlSITE UTILITIES PRIOR TO ANY EXCAVATION. rIo J. `t o� �,�•, st_ SL -- " 33 '' I" DOfLE WILL1AM -� GRAPHIC SCALE wjIL '�� �� -- - - - 5. SEWER PIPES SHALL BE 4 SCHEDULE 40 PVC LAID AT 0.02 SLOPE. No. 'I; /� a LWBF.RMAN G, St�11�� t�yR. S�� , '�\ � •::� . O ao o �o ao 6o ,eo 4l �trR �1�- Ea`'•��i As Sho>vn Date. 02 26 01 Al L `ti h. ANY MASONRY UNITS USED f0 BRING COVERS TO GRADE SHALL i,r -' r N / - h'n"n( � Prepared By. ---- ----�----�--------- �t MORTARED IN PLACE. =�,� ( IN FEIs'!' ) I Stephen J. Doyle and Associates *�a z•y� �l z c s�yia Z.sy �� A�;L `=1' IALL HAVE A MINIMUM SLOPE OF r).r? FFE r f�_P FOOT. t inch 40 tt� 40 Canterbury Lane, east Falmouth, MA 00536 Telephone: 5081'540-,2534 0-L to -OI - AnD r'* 1'IZ1