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HomeMy WebLinkAbout0043 ISLAND VIEW ROAD �, �, �� f: �; �� - grq-/ Oro 1--akCf k,coc- /1) 0OcCsor Zo.��, rtlPPdlS QJ9��PQ2P� I- C P f i i r r w r e , © /< � � l ' O • ssia^� Y 1 Town of Barnstable RIl ng . .�. Post This Card So That it is V�sible:From the Street Approved Plans Must be Retainedon lob and this Card Must be Kept trnba� Posted Until Final In pectid ..Has2k Made w� : ' � "' � w � ''' ° 3P ` p y Permit Where:a Certificate of Occu anc is Required,such Building shall Not be.-Occupied until.a Final Inspection::has been made Permit No. B-20-2303 Applicant Name: Oliver Kelly Approvals Date Issued: 09/02/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 03/02/2021 Foundation: Location: 43 ISLAND VIEW ROAD, HYANNIS Map/Lot: 325-178 Zoning District: RB Sheathing: Owner on Record: FALLON, MARY E TR Contractor Na e Framing: 1 Address: 59 TYLER AVENUE Contractor License: 2 MEDFORD, MA 02115 _ Est. Project Cost: $5,300.00 Chimney : Description: Replace Asphalt roof Permit Fee: $35.00 ` Insulation: Fee Paid:) $35.00 Project Review Req: Date: 9/2/2020 Final: Plumbing/Gas Rough Plumbing: ,.Building Official ;. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within,,six months afte\rissuance. All work authorized by this permit shall conform to the approved application and the pproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zol ing by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspecti63 for the entire duration of the Final Gas: work until the completion of the same. f I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is"installed' 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 0 At LINDA CONEEN, MRA, SRA, REAL ESTATE APPRAISER S 1 •If�R•E�A MA Certified General Real Estate Appraiser License #214 .;SNA 2. 95 Rayber Road, Orleans, Massachusetts 02653 508-255-4241 office - 508-237-0899 cell — 508-255-6837 fax lindaconeen@gmail.com September 20,2017 John Fallon 'capecodhome@comcast.net - ; 43 Island View Road,Hyannis,MA o2601 (Building only) Dear Mr Fallon: In accordance with your authorization,we have prepared an estimate of the replacement cost' new and an estimate of the depreciated cost of the building (only) of the residence at 43 Island View Road;.Hyannis, MA 026o1. Site improvements and land value are not included in the analysis..The market Value, of the real estate has not been appraised under the following definition of�"rnarket�• value" commonly used by real estate appraisers: "The most probable price, as of a specified date, in cash, or in terms equivalent to cash, or in other precisely revealed terms, for which the specified property rights should sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and seller each acting prudently,knowledgeably, and for self interest, and assumin that neither is under undue duress." 1 This definition includes the land 3 g n building,and all site improvements,as well as outbuildings and other man-made structures. The intended use of this report is to assist the client, John Fallon, with building.code compliance by providing an opinion of the depreciated value of the improvements as of the date of„ r value,as required by National Flood Insurance regulations("50%. Rule"). Intended users of the report are the client, builders authorized by the client, and the. Barnstable Buildin Commissioner,for the stated purpose. The appraisers are not responsible to an g P rP PP P y ... other user.for,any other purpose. The Appraisal of Real Estate, 14w Edition,Appraisal Institute,2013,page 58. ' ,. Linda Coneen,MRA,SRA—Real Estate Appraiser 1 As previously stated, no opinion of the market value of the real estate as defined above:has been.provided: In this regard, the scope of the assignment has been fully disclosed and should be clear to all readers, and meets the test of both USPAP and NFIP regulations. Additional supporting documentation for factual information,reasoning and the analysis is retained in the work file. Based on the attached cost analysis, the depreciated value of the improvements, as of September 8,2017,which meets the test of"market value"as required by NFIP regulations,was THREE HUNDRED FORTY THOUSAND DOLLARS ($340,000) Thank you for allowing us to be of service in this matter. Please feel free to contact us should you require any additional assistance. Yours truly, Linda Coneen,MRA,SRA ,MA:Certified,General Real Estate Appraiser License#214 Federal Tax ID 04-3447185 Julia Lee,Staff.Appraiser „ .. MA Residential Real Estate Appraiser Trainee License#103528 Linda Coneen,MRA,SRA—Real Estate Appraiser 3 COST ANALYSES Cost data are based on the Marshall Valuation Service Manual, supported by local builders' costs. Base costs are for high value single-family residences. Appropriate multipliers have been.._ applied to.the base cost for the number of stories, story height, and the shape of the footprint: Ccurrent and'local cost multipliers have been applied to adjust for the higher cost of construction in the regional (eastern) and local (Cape Cod) markets. This is standard methodology when using the Marshall Valuation Service Manual. COST ANALYSIS: September 2017 43 Island View Road, Hyannis, MA c Building Class&Type/Quality C Good Exterior Wall Wood Shingle Number of Stories 2 Stories Total GLA 1,459 SF Year Built&Age 2000 07 Years Condition & Eff Age Good 5 Years Foundation Concrete Crawl S ace Dirt Floor Region Eastern Climate Moderate Single Family Residences 351 Section 12, Pa a 25-Class C BASE SQUARE FOOT COST $126.79 Height&Size Refinements Number of Stories-Multiplier 1.000 r Story Height- Multiplier 1.000 Shape Multiplier 1.000 Combined.Height&Size Multipliers. 1..000 Refined SF Cost $126.79 Builder 15% Architect 10% FINAL SF COST $158.49 GLA 1,459 SF SUB-TOTAL $231,233 Plus: Lump Sum Adjustments 28 Deck 8 'SF @ $16.20 /SF $4,666 .-Lump Sum Total $4,666 SUB-TOTAL ,... $235,899 . , .. Current& Local Cost Multipliers jo Current Cost Multiplier 1.020 Resort Cost Multiplier 1.200 `Local Cost Multiplier 1.21.0 Linda Coneen,MRA,SRA—Real Estate Appraiser 4 Combined Current&Local Cost Multipliers 1.481 ; T Depreciation Eff Age: 5 3% $10,481 General Comments The`.cost data are obtained from the Marshall Valuation Service Manual, supported by local builders'and contractors'costs. The costs used are for"Single Family.Residences,"Section 12, Page 25,Class C-Good,of the Marshall Valuation Service Manual. Ratings and definitions are attached in the Marshall&Swift Valuation Service Manual. _ SKETCH y Linda Coneen,MRA,SRA—Real Estate Appraiser 5 t The National Flood Insurance Program (NFIP) regulations do not define"market value"but'do note 2 specific requirements: • _ "Market value must always be based on the condition of the structure before the improvement" (sic)is undertaken or before the damage(if any)occurred. :"Only the market value of the structure is pertinent. The value of the land and site: improvements (landscaping, driveway, detached accessory structures, etc) and the value of the use and occupancy (business income) are not included. Any value associated with the location of the property should be attributed to the land,not the building." The date of value is September 8, 2017 which is the date Linda Coneen and Julia Lee mspected.the property. The cost analysis is based on the quality and condition of the building at the time of inspection. The written cost analysis,attached,has been prepared in compliance with the requirements of Standards Rules 1 and 2 of the Uniform Standards of Professional Appraisal Practice (USPAP) for real property appraisal assignments, as promulgated by the Appraisal Standards Board of the 'Appraisal Foundation, 2o16-2017 Edition, and.applicable guidelines .and regulations. The,,cost analysis,re fleets the building component(only)of market value as required by NPIF regulations. This report includes a summary cost analysis of the building improvements but not the underlying,land value, furnishings, personal property, or the value of site improvements_such as landscaping,Parking areas,walkways,and utility hook-ups. The improvements consist of a wood frame 1,459 square foot (SF) single family dwelling originally,constructed in Woo.The dwelling has 2 finished floors above grade.There are 3 bedrooms, 2 full bathrooms, one half bathroom, one open dining/living room ("Great Room"), one kitchen,,an outdoor;shower, and an exterior deck. The foundation is concrete with dirt floor crawl space. The cost analysis is based on the quality and condition of the improvements as of the date of inspection Our.judgment,of the interior finish materials and condition is based on the property inspection Overall,the improvements were judged to be in good condition and good quality construction. The scope of work included a physical inspection of the interior and exterior of the home and development of an appropriate cost analysis. Cost data are based on the Marshall Valuation.Service manual and local builder estimates. „_•.. . .: The sales comparison and income approaches are not applicable to the assignment and'were•, not developed and do not apply to the appraisal problem. I Linda Coneen,MRA,SRA—Real Estate Appraiser 2 t ,i- SUBJECT PHOTOGRAPHS ms Front/ Side View Side View r Side View Rear View F Second Floor Second Floor 3. 4. F ys UZZAII ,,\.,�� \�we� t��kk'LyLy -.ate ��G �v v ti R. Second Floor First Floor Oka glk, 40 t 'aF r \ �s arc � z \ \"P, �' �, .N� � �• �\ � C� 0 �\ �`�;. .work Y� .. Floor •• zpp Y� �t fit.OAA A Sv 1 � s E:_ im I 0MUFF e First Floor Second Floor SUBJECT PHOTOGRAPHS "ra i v�v r i 1 u Deck: Deck Outside Shower Exterior Detail cs Mechar.icals Mechanicals Ilix r ;r� Y EF. i ADDENDUM „s Aq i �( �yi Yv. STANDARD CERTIFICATION STATEMENT :We certify that,to the best of our knowledge and belief: The statements of fact included in this report are true and correct. • We have performed no other services regarding the subject property within 3 years prior to the date of report and date of value,as appraisers or in any other capacity. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and,: limiting conditions and are our personal,impartial,and unbiased analyses,opinions,and conclusions'. We have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. •. We have no bias with respect to the property that is the subject of this report or to the parties involved with the assignment. • Our engagement is this assignment was not contingent upon developing or reporting predetermined. results. Our compensation for completing this assignment is not contingent upon the development or reporting of: a predetermined value or direction in value that favors the cause of the Client,the amount of the value -- opinion,or the occurrence of a subsequent event directly related to the intended use of this appraisal.--, •` The reported analysis, opinions and conclusion were developed, and this report has been prepared in. compliance with the requirements of the Code of Professional Ethics and Standards of Professional`: Appraisal Practice of the Appraisal Institute. • Use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly., authorized.representatives. Julia Lee ' Date: Sept 20,2017 Additional Cert{fications-Appraisal institute Linda Coneen,MRA,SRA As of.the date of the report, I, Linda Coneen, SRA, have completed the requirements of the.continuing, education program for designated members of the Appraisal Institute. Date: Sept 20,2017 Linda Coneen;MRA,SRA 5 Certified.General Real Estate Appraiser,MA Lie#214 Linda Coneen,MRA,SRA-Real Estate Appraiser 6 ta( ;_ .._ Owner Information -Map/Block/Lot: 325/178/-Use Code: 1010 .Owner Map/Block/Lot FALLON,JOHN 325 / 178/ Owner Name as of 39 HUDSON ST Property Address 1/1/16 43 ISLAND VIEW ROAD SOMERVILLE, MA. 02143 Village: Hyannis Co-Owner Name Town Sewer At Address: Yes' GIS Zoning Value: RB • Assessed Values 2017 -Map/Block/Lot: 325/178/-Use Code: 1010 2017 Appraised Value 2017 Assessed Value Past Comparisons Building Value: $ 136,800 $ 136,800 Year Assessed Value $ 5,000 $ 5,000- 2016 - $ 558,300 Extra Features:' 2015 - $ 548,100 2014 - $ 548 600 $ 6,100 $ 6,100 ' Outbuildings: 2013 - $ 548,800 2012 - $ 557,200 $ 353,800 $ 353,800` 2011 - $ 544,800 Land`Value: 2010- $ 543,500 2009 - $ 571,800 $ 501,700 2008 - $ 595,100 2017 Totals . $ 5019700 2007 - $ 623,900 • Tax Information 2017 -Map/Block/Lot: 325/178/-Use Code: 1010 Taxes Hyannis FD.Tax (Residential) $ 1,229.17 Community Preservation Act $ 143.59 Tax Town.Tax(Residential) $ 4,786.22 6,158.98 r • Sales History-Map/Block/Lot: 325/178/-Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: FALLON, JOHN 1976-11-22 C69074 $0 • Photos 325/178/-Use Code: 1016 • Sketches-Map/Block/Lot: 325/ 178/-Use Code: 1010 X�a AsBuilt Card N/A • Constructions Details -Map/Block/Lot: 325 /178/-Use Code: 1010 Building Details Land Building value $ 136,800 Bedrooms 3 Bedrooms USE CODE 1010 Replacement Cost $151,999 Bathrooms 2 Full-1 Half Lot Size 0.32 (Acres) Model Residential Total Rooms 6 Rooms Appraised $ 353,800 Value Style Cape Cod Heat Fuel Gas Assessed Value 353,800 Grade Average Heat Type Hot Water Year Built 2000 AC Type None Effective 10 Interior Hardwood depreciation Floors Stories 11/2 Interior Drywall Stories Walls Living.Area sq/ft 1,459 Exterior Wood.Shingle Walls, Gross.Area sq/ft 2,464 Roof Gable/Hip Structure Roof Cover Asph/F GIs/Cmp • Outbuildings & Extra Features -Map/Block/Lot: 325/178/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value PAT 1 Patio-Average 408 $ 2,100 $2,100 WDCK Wood Decking 288 $4,000 $4,000 w/railings Fireplace 1.5 FPL2 `. 1 $ 5,000 $5,000 stories • Sketch Legend Property Sketch Legend - 132N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area SOL Solarium (Finished) BMT Basement Area FUS Second_Story Living Area SPE Pool Enclosure (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story (Finished) CAN Canopy GAZ Gazebo UAT Attic Area.(Unfinished) CLP. :Loading Platform GRN Greenhouse ' UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP ' Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half,Story(Finished) PRG Pergola : . UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in PRT Portico WDK Wood Deck Porch PTO Patio SECTION PAGE4 s�6"S/?aa�t��,�afatto n. az,PiCV1C�'': January 2f1'16 _... . CLASS V,F ,VV �.NVTR VT17iIU. F of ConstructionPls the basic subdivision in;the Marshall Vatuation Service,dividing all: in each class there wilhbe variations combinations;and subclasses,but for purposes,of pncing, The Class. - din s.into fiue;,basic cost groups;by type;.of franttrg(supporting columns and`beamsj walls: the major elements of the tiuiiding should be considered in selecting costs from the tables.Thus; 9. floors only roof structures;and preproofing" tf a buitding,which is gtherwise in.Class B.has a woad or steel truss roof,the casts for the Class _ , B buitding may still be'--representative, or a Class C"building may'have concrete plank floors:, Class A t%uildings have f reproofed. structural steel frames with refnrbrced'concrete�or.masonry; Interpoiations may be made if the is feels the bu"iiding overlaps two classes sufficiently or floors androofs the Segregated Cost Sectdons.may be used to modify the.,cost {, Class 8 buildings.,have.re nforced concrete f rnes,and•cone eWor masonry floors and roofs. Inmost localif es some"bulidmgs:are builfi which are.hybnds in construction,such as those with complete Efass A"framirtg;including columns and;girders,::but with,wood'.fioor joists and'aheath Class C buildings have masonry,orrconcrete'ezterior waliv,and wood or'steetroof and�fioorsiruc= ing.in all such hybritls,the appraiser must judge whether to:adjust the costs or interpolate: 'tures,except for concrete slab'on`grade. % . �b "een classes and qualities., ss Q'buildin s eneraii have wood frame fioor,?and roof-structure:'They may have.aeon- Further deItallsand sketches of the venous construction types will be found on pages 5:through 9 Cla g, g y tf Crete floor on.grade and other substitute mafenals,but are'considered combustible construction„ of this section,as.weitas In;_Sectlon 5T,:whroh.has definitions and sketches of framing types: sthe re ett ineered ole=or ost=frame,hoop-an8"arch ntrframe'buitdings.- Building code and 1SO.Construction_Classifications sire referenced on:pages 5through 9.Those This class`Inc ude p ... 9.._ p P Indicated are the classification before considering any adjustments.for construction deficiencies;or Class S buildings have frames,roofs,and walls of incombustible metal This class includes the insurance rating purposes For example,a;bull ing.of Class B`construcN that is rated'as Class 1 pre;end'trieered metal buildings,including slant-wall"and quenset structures;` because of extensive insulation;hot.lisfed;by UL;wouldsfill.be valued:as a Class 6 building. CLASS>OF CONSTRUCTl0 INDICATORS CLASS FRAME FLOOR ROOF WALLS SwcturaPsteel columns and beams; Concrete or concrete on steel'deck;fireproofed. Formed concrete precast slabs,concrete-or. Nonbeanng curtairrwalis,masonry,concrete. fireproofed with imasonry,concrete,;plaster gypsum orfsteei deck;::fire proofed., metal and:giass panels,stone;steel studs and or other noncombustible material. masonry,the,r stucco,etc. Reinforced concrete columns"and beams: Concrete or-concrete on steel deck,fireproofed. Formed wneiete,p`recest siabs,.concrete;or Nonbaanng'curtain-wails,masonry,concrete, Fire-resistant construction: gypsum an steel deck,fireproofed.- meta!and glass panels,stone,steel studs and masonry;the or stacco,etc. r Masonry or eoncrefe load-bearing walls with or Wood or concrete plankton wood.or steel fto_or Wood or steel joists with wood or steal deck. t3nck,.concreEe block,ortite masonry,tilt-up, Without piiasters.Masonry,concrete:or,curtain joists;or concrete slab on grade: Concrete plank formed-concrete,nonbearing curtain walls. walls.with full or.partiai open,steel,wood,or • _. .. ., ' Wood or steel studs in bearing watl,:futl or Woodor,steel;f{oor loists.:or concrete slab on Wood or steel joists With wood':or steel deck. Almost any;material,except bearing or curtain partial open wood or steefframe,primarily grade. sonny or set rally,walls of solid ma concrete.Gene combustible.construdion. combustible"construction. Metal bents,columns,girders,puriins and gists Wood or steel deck on steel'flcor Joists,or con-. Steel or wood deck on steel joists.. Metal skin,or sandwich panels.Generally without fireproofing,incombustible construction, crete,stab'on grade. n cambustib{e. µ I i kL4RMMLL VALWITIONSLRY]CF. •ie";rlrtc•N-,.rrohrhite<f. .. ,... ' ;5 ..% ,.I/2(1 $)y1116'.ComLgKkO....lrrc;and its hr.grUMSr fill 0Hts�eu.n=erl. Arryrrprrn.trr,.frorrrhrrturn,ctcatlxnrrfduucztnerunkq,.n rUrrrnnhlrc Cpp��®® gg��®® ®® �g TION 2 P9GE 25, l'�{.,�e�J T�idR ®v SFG rlrrgitst?UiG' <; SINGLE FAMILY 'RESIDENCES 4351) LIGHTING AIUD COSH CLASS TYRE 1=XTERIOR WALLS 10tERIOR FINISH PLUifAEINd HEAT Sq -M:,,w..1. Cu: Ft Excellen4 Face brick cut stone he roof Plaster,ornamental detail;;"fine carpet;, Some special fixtures;more than Warm and 958 38; 22:74 T81.94 - structure,.shake' tile,.slate arquet,;or lank; one be per,bedroom- cool air p p _. _ -- f Good buck stone fnm,shakes or Very good plasteriand detai! good- Top qualrty_standarcl fixtures;, Heat pump Very yood concrete'tite roof`.on good structure: qualitycarpet o[hardwood: electncai and plumbing system 1'619 97 18 81 150 50 Good Brick or good block and stucco, Good plaster or drywall,some Good lighting and outlets one Package A'C 1364 75" 15.66 126.79 conoretB;sli6kis:o6wood shingles., ornamentation carpet or hardwood bathroom per two bedrooms ^- --. _... _ _ Brick or block concrete wlSiP forms; Plaster or drywall;hardwood yinyl Adequate lighting/plumbing pergood Average; ;wood or'good asphalt shingle roof composition average carpet bulldmg codes Forced air. 971 66 11 28 90 27 _..., ^.. -- Fair Block.or brick concrete w/SIP forms, Drywallor t+nted:.plaster,:carpet vinyl. Adequate standard I+gfihng and Electric . , .. standard sash asphalt shingle roof composition t+le plumbing per good codes baseboard „__ _ -- - '; 830 11 9.64... 64 7712 ...... low,cos( Block or.cheap brick asphalt Drywall;:exposed block vinyl Minimum standard,lighting and! iNall furnace 607.82 810 64.83 shingle.roof,few windows composition hie cheap hardwood plumbing cheap fixtures _ v i _ Chea Cheap.block'eompos+ton:roof, Painted'block few partitions asphalts Minimum,.substandard by most` None 584.70 6.79 54.32 p ,cheap sash tile;softwood building codes Excellent Face brick cut stone veneer;heavy Plaster„ornamental detaii,fine carpet Some special fixtures,moreahan UVarm and, 1945A4 22.59 18....0......7.....1 rafters; hakes;:lils,slate,etc. parquet or plank' one bath per.bedroom cool air Ve` nod Goad brick veneer;stone trim,cone: Very good piaster and detail goad- Top quatity.'standard'fixtures Heat pump 18.73 149 87 ry 9 ualit :ca et or,tiardwood electrical and plumbing system 1613 i9 file or shakes orsiate . Y rP ._ _ , -- Select common or used back Good plaster er;drywat some Good tightmg and outlets one bath 15.82 t26.59 Good veneer,shakes agood shingles ornamentation ear et or hardwood per two bedrooms �. p _ _,.._. Package A C 1362 MASONRY Brick,veneer,.some trim,wood or Plaster.or drywall,hardwood carpel, Adequate fightinglplumbing pergood Forced air' 975.21 11,33 90 60 VEN�tcR Average,, good asphaH shingles vinyl composition building codes _a _.:__ _._ . _ Brick veneer,little.trim standard Drywall.,or plaster,carpet,°vinyl Adequate standard lighting and Electric 835 49 9.70 77 62 Fair sash,asphaitshtngles composition t+le plumbing per good.codbs baseboard Y_-. _ . Brlck'or•block veneer,fewwindows, Drywall tinted plaster,vinyl"composition Minimum standard lighting and yvall furnace 704.28 8.18 65.d3 Low cost as halt shin les tile,cheap hardwood plumbin g:cheap fixtures ,- p 9 Excellent Half-timber,stone or brick trim; Pfaster..ornamentaI detail,fine carpet,. Some special fixtures;more than Warm and' 1798.97 20•89 167.13 heavy rafters slate,tile,shakes terrarzo slate etc one bath per bedroom! coal air Very good Best stucco,EIFS,or siding,brick, Very good plaster and:detail,'good- Top-quality standard fixtures; Hest pump 1496.72 17;38 139.05 or stone trim,shakes,concrete tiW quality carpet or hardwood` electrical end plumbing, system Goodin Good stucco EIF..S or siding tile: good plaster ordrywali,some -GoodPackage A C 1268.74 14.70 117.87 ` light shakes or good shingles ornamentation carpet or hardwood per two bedrooms _ ... _._ Average .. Stucco or siding,EIFS,some trim; Piaster or drywall,hardwood carpet; Adequate.Iightinglplumbmg pergood d air 913.64 10:61 84.88 wood'orgo.d asphalt shingles vinyl composition ..building,codes Force ... 9 __ Fair Stucca,or siding,standard sash Drywall or plaster carpet;.vinyl• Adequate standard'lighbng and Electric 785,44 9,12 72.97 as .__ Low cost Low-cost stucco or siding,asphalt Drywaliftinted plaster,vinyl composition Minimum standard lighting and Wall furnace 663,59 7.71 61 65 shingle[oof,flew windows the cheap hardwood plumbing,cheap fixtures _,,,,,•_.,,.. , _.__, _._. Box(rams or light studs,cheap Drywaii,cheap ceiling or none Minimum,substandard by most; None 558.43 6:49 51 88 Cheap stuccolsding,windows;comp.roof softwood or asphalt the on slab building.codes.. Pre-engineered'hame,insulated Gypsum board or acoustic tile.vinyl Adequate.lighting/plumbing pergood Forced air 874.46 10.16 81.24 Averagep rp sandwich anels,averagev Windows composition anJ,ca et building codes Fire laces balconies,porches and built-in appliances are:not included;see Pages 38 41.':For average walt'hiyights over 8 feef:(2,44 meters},excluding:gables,.add 3°lo for each foot(:3Q5 meter) p. , For small residential elevators and fire sprfnkier systems,see notes on Page 38;and 39.See Page 35 for garage costs ,.,, For;basements,see Page 20;for basement ga rag 0 Lump-sum addition,see Page 32 The tfnrn irrcltrdert at+this page bNc orriex ohsolcfcnfrer uprliue dcliner3,srlaedr�lcrt for it rr�yr{X 2018. 4LjRSN<I/_l:t tLGr1P1Q S " . ... .., . : - ... .' -.-... ->- .-'. Lrr• ihlit'xlfa?twice is slrie{h rrnJribrtprC !. 8/20 6, y,rvrxrillitsJN.erLa Brrt+rJ::.-lntresrntw{ tlrslrrbnhrur.utrrtrnnn(cA.{nutht•t+o+6..,nnr rJ+, -.I I , - 6 2QL¢.CorcLagh kg lrrc,rrrr[l N:Jrcr.r -. ...a .l. .. . .. - z MONTHLYGREEN SLCT70�90,P4 CIJRREINT C� TU�T�P��ER� �taer pl SUPPLEMENT - - _ Iti Uers bnn costs from: reced�n pages up to date Alsoapply t ocet MultipUers Section 99 Rages 5 through 1 Q These:mu,., p 9. P. . 9 _ ;. C�►.LCIiLAT®R COST SECTtC3NS SEGREGP►T'Et3.COST SECTttaNS ffecUve Date 11V 12., 13: 14 15 16 17 y ;18 (Effective'Date 41 42 43 44; 45;: 46 : 47, 48 6 11115' 8/15:`5/15-..: 2/15< of-cost, es) �(1:2/14) .(9/16} (6/1'6) (31.6) (12/1;5) -(9/15} (6%15):-(3/15) of Cost Pages) ) . ( ).. ) ,( ) 9 3 1.04 A 1 .1.03 1:03 1.01' 1 02::: 1 02 1.03 1.04 A 1'05 103 1 03 1.01 102` 1 A2 1 0 r° g 1:06 105 1"Q2 104` 102,: ' 03 104 106 g 1a.06 1`05 1.02 104 1A2; 1.03, I. 1:Q6 -: EASTERN , C 1:05 1 U2 1 04, 1 03. 1 04 1 04 . 1 05 1 02; EASTERRI C 105 1 A2 1.04 1 03 1 04 1 04;' 1 05; 1 02 p 1;04 103 1.03 1 01, , 101 1 02-1 02 1 02 D 1 04 1 03 1 03 1 01 1 01` 1 02 1 02 1.02 S 1 07 1 04..; 1 02 =1.02` 1.07 1;05 1.04 1 03 1 04: 1 02: 1 02 1.05 ;.� A 99 97 97 97.: 97 98 97 9T A 99 97 97 97 97 98 97 : 97 ' g 100 98 97 98 9t3:: 98 B 1;00 98 97 .98 99' L CENTRAL ;C 100 98 99 97 98 97 , 98 98 ::CENTRdiL C 1:0g 98 99 97." 98:; 97 98: 98' p 99 .99 96 98:. 1 00 99 97 98' D 99 99 98 98 1 00 99' 97 98' `. $ 97 98 97' 96" 98 97 S 97 98 98 98; 97 96 ` 98 97 A 99 1.0.000 99 99 97 A 99 1;00 101 1 01 1 OQ 99 .99 - 97 e g 99 98 1.02 100, 1.OL:. 102 101.._ 99 g 99 98 1:02 1OU 101 102 1.01 99 1:00 .1:01 99;; 1.01 1 00: 1,01 1 00 1 61 :WESTERN "C 1'Q0 1101 .99 1 01 1.00 1'.01 1 00; 1.01 tv WESTERN 'C p 102 1Q0 100 1.01 99;, 98 102.: 100. D 102 100 1.Q0 101 99 .98 101.00 o = S 99 9;8 1 0I 1 Ot) 99 1 02 1 00 97 S 99 ;98 1 t).1 1.00 99` 1 02; 1 00 .97 NIT IN PLACE'COS T SECTIONS Sec Page Date Eastern Central. Western> Sec Page: Date : Eastern Central Western w - : 1(315) Concrete Foundations .. .; 1 04 99 1.01 61'- 1 8 {12/14) Tanks: 1 02 99 1.01 512 51 - 4. (3/15) Pilings 1.03• .97. 1.00 62 1 (6/16); Industrial Pumps&Boilers 103 `.94 1.02 51 7 8 (3/15} Steel and Concrete Frame 1.04,' =.98 1 01 62s 2 3 6.(6116} Plpmg> T03 94 1.02 h 9$ - 1.01 62- 4 6!16,>_ Electrical Motors 103 =.94 1.02 51 3,7' (3/15) Wood Foundations,Frame 1 00 { 52 1 4;:6 (3/15} interior Construction 1 02 99 1.00. 62- 5, {6l16} Ste el Stacks, Chutes 103 94 1.02. C 52 5. (3/15) Bank,Vaults'and Equipment 1 D4 98 ,99 62 5 . : (6/16)': Masonry&"'Concrete Chimneys 1 01 -'.97. 1.Q3,: 6/15 .Heatih Conlin &:Uentitating 1 p2, 98 1 01 62_ 6 {6/16} Compactors; liicmerators 103 94 1.02 E" 53-- 9-12 (6/4;5) Plurrmbing,Ftre Protection etc 1. 1=4 " ',(9/16), Tratlerl,arid Mfg Houstrrg Parks 1OQ 98 1.02 -6 (6/15) Electrical,Security 1.00 1.01 .98 63`- 5-10 -{9/1"6) MariufacturedHousing; 1,01 99 1.01. 55- 3 7;.` (8/15} WaICCosts 1.01 98 84. 1-6 (3/16): Service Stations,Car Washes: 103 .98 99 56 1-2 (8/15) Stained Glass 1.01 98 1 01 `64 7=9 (3/16} Prefabricated':Motal Structures 1:02 :97 1.01 (8/15} :Storefronts 1.0! 98 " 1 01: 64- .7-8 (3/1,6)' Prefab.Wood'&Air Structures. 1,:01. .98 1... 56- 7 (8/15) Stonework 1.01 99, 1.01 65'- 1-12 (3/16) Equipment Costs 101 99 99 56- 18 (8l1:5) Columns Stone&Concrete : . .,. 1 0'1 99'. , 1.01 .66- 1 (12/15) Subdivision Costs 1 01. :9.7 1.01 56- :8 (8/1.5) Columns .wood&Alu,minuet. 1 01.: .. .08 1.01 66- 2-9 (12/15) Yard.h rovements 1.01 97 1,02 -7: 1-6' (9/15} Roofs 1.01 99 1.0,1. 66- 10-11 02/15) Demolition&Remediation 1`.f}0 .98 1.01 _ 9/15 Cold Storage 1.01 98 1 02 67 1 2 (1211.5) Golf Courses.. 1 Q0; 99 100, tors Conve in 5 stems. . . _ `1 02:;': 98 1'00:: . 67, 3 7., (12/1 ). Rec[eaUonat FaaliUes �r 1::00 : . 98 £ .;.1 01 . y. 58 .2 8 (9/1.5} Eleva Y-5 Y :.. _ _;. . 70,, 1 22` {1l16j, Green:SecUon 1'00 98 : 1 02 - _ - _ . .... 9 RilGF. The data incktded qn this. u ebNCnmes_ohsolete rtfh tdate tic.,very,schedatlerl urNavetnber 016 ,':,c A4R&MLLYALU4TIONSC. !'k,.. / . t 10/2016` 1- -ht nskrved:...4 ..re rudi�r-..disa7heWo4,,cn..onon,o('cl&i E;v 1 work_gnJ/gr phiblic�fespldis is strietly'prohtb tad. , 0 2016.EoreLogir ../ac.nrt 1 us 1:censoes,,a1.rig s nY..p.. - 8 EPREGIATIC�IV RE$IDENTIAL PROP., PIES N97-P�fGE;15 r Noxeraber 1014 TYPICAL LIFE'EXPECTANCY IN'YEARS TYPICAL LIFE EXPEGTANCYIN YEARS E EFFECTNE,: 70 65 •'60 55 50 ; 45 40 -45 30• 25. 20 70 65 '60 55 50 45` 40:_ 35 30 25`: 2U AGE'IN YEARS. FFECTIVE' ,..,� AGE IN YEARS UEPRECI4l ION PERCENTAGE REMAINING LIFH EXPECTANCY YEARS' 1 0 0 0 3 69 54 64: ' 59: _ `:49 44. ;19. 34 -29' i24.. 19 . 1 2 1 1 1 2 2s 2 3 4" 4, 6 7 ' 2. 68 63. 58, 53 48 43' 38° 33 ::28 :23 18 1 2 2: 2 i3 ;3 4 5. r6:• ':9 11 T. 67 62 57 52 47 42 37 32 27. 22 17 gt 2.. 2 3 3 4 4' 5 7 9'r 12' 15 4' 66 61' 56 51: 46. 41' 36: 31: 26; 21 16 5 `2- 3 4: 4' S 6 7: 9 i:2' f5 20: 5. 65 60 55 50 +45 40 35" 30 ' :25 20 15 g ' : 3, 4 4 5 6.' 7 9 If 14- 18 24 6 64 59 54. 49 :44 19 34. 29 24 19 14 5 .6' 7` 8 10 13 17 22 26 7 63 dZ4 53 48 43 38 •33` 28 23 18 13 & 4: 5 6 7 8 10 12 15 19 25 33 & 62 57 52: 47 42 3T 32- 27 22 - '1.7 12 6. 7 8 11)` 1114 IT 22: 29 38 ' 9_ 61 56' 51 46 4t '3.:1 26 21 '16' 11 36 10 5+ 7 8 9 11 13 16 20 25> 32 43 10 60 55 5q: 45 40 35 30.'. 25 20 15 10 1: 10 17. 14 18 22 28;" 36• 4& 11. 59 54 491 44 8 9 39 34; 29: 24 19 14 9 12 7 9 10 11: 1'3; 15 20 24 31 40 53 12; 58 53 & 43 38 33 "28; 23 18 13, 8 13: 8.. 10 i f 1'2: `.15 `17 22 26 34 44 5 ': "13 57 52 A7' 42 :37 :32 27 22 ' 17. 12 7 14 8 10: 12 13 `16; 1,9 24 29 37 .46 61 f 14 56 5 f 46i 41 36 '31' `26: 2fi 16 11 6 1'5 9: 11 12 1'S 1'7 15 55 50 45: 40 35 30 25` 20 15 10 -5 16 10 12, 13 16 1.9: 23; 28 34 43 55 70 16° 54 49 44 39 34 29 24 19 14 9 5 17 10 13. 15 17: 30 25 30 37 .46:, 59 73 17 5148 43. 38 33 28: 23' 18 13 9 4: 1:8; 1a; 14: 16 19 22 27 32 40 50'. 63 76 18 53 47 42 37 32 27- 22'; 17; 12 8 3 1.9` 1T 15. 17 26 24' 28 34 43 53< 67 78 '19 51 46 .41 36 31 26 21 16 _ 11. 7 3 20 13, 16 18 21 25 30 37 45 156 71 79 20. 50 45 40 35 30 26.. 20 15 10 6: , 2 22 14. 17 20 23 34. 42 51' 62 76 80 22. 48 43 3& 33 28 23 18, 13 31, 38, 47 57 68;: 79 -24 46 41 36 31 26 2i1, 16: 12 7 4 2 24 1$' 20. 23 26 31. ;26 18 22 25 29 35" 4,3: 52 62 14% 80 26 44 39 3a 2§: 24 19: 15; 10 6 4' 28 20 24 28 33' 39 47 57 68 77- '2t 42, 37 -32 21 22 1,7 13 9 30 22._. 27 31 36 44 52; 62 71 79_ x 30 40 35 30 25 20 16 11 8 4 3 32 24. 29; 34 40 47 56, 67 74 80' 32; 38 33 28 23. 1'8 14 9: 6. 3 34 27- .32 3T 44' 51. 60 71 77 . 34' 36- 33 ;26; 2l 1i7 12 8 5' 3 36 29 35 40 47 :55: 05 74 79 36 34 29 .24 20 15 1.0 7- 5 38 32 38 43, 51' 59 89 77 80 38 32 21 22: 18 13 9 6'i 4 40 35 41 47 55 63 72 79 w. 40 30 25 21, 16 11 5 j" 42 38 45: 51 59 66 75: 80 42 28, 23 19 14 1.0 7 5; 44 41 :48 54 62 69 77 44. 26 21 17- 13. 9 6 5 46 44 51 57 6S 72 79 46 25 20 15 12: 8, 6 4' 48 46 54 61 68 75 80 -- 23 19 14 11 7. . _.5,. PROPERTIES JNCLUQED 50 49. 57 64 71 77 50 21 17. 12 10 7 5 Section;l4 Ali except apartments,hotels and'.large 55 57 64 70. 77 80 resorts 55 17 14 10 8, 5 4" 60 64 69, 74, 130 Section 12 All except motels;lodges,large multiples 66 14 11 8 7 4 and'resorts 65 1:1. 9 7 6 65 71 74 78 Section 13 None 70 76 78 '80 Section 14 None 70. 9 6 7 Section 15,Libraries 75 8 7 5 80 80 Churches,fraternal tilt"s.7 ......._..., Section 16 Churche, .9: n. 80 section 17 Ail farm and residenGat uses 80 7 7 Section 16 All school buildings 85 7 85 Section 64 All farm and residential uses 1 g0 For lite,expectancies tesa than 20 years,.use table on €: 90 Page 18. 95 :1 00 t 100 C' bf�JRSHALL t'ACL{AT10N•SERVIGF 0201 An, rzpbes tnc.and rra.kugtinrs,airStrerrJ. . rnNwg,dstrrhunor, „v an ofccttiutc .,u r¢:crrre/vprulu�i ,. Z014, . ...,. RS SECTl.Q/Y 99 8 PAGE _ P L� F zOetober 2016 - App7777 yto costs brought;up to date;from pn ceding pages Do not apply'to Section 98 or any other C. r 4. F. _= adl'(ED STATES CLASS A m g CLASS A: B: C D S CLASS A B C D S - 9$ 98 MICHIGAN 1 05 1.05 1 04 .1 04 1:05. MISSOURt 1 01 :;i 01 1;01 KENTL►CKY 98 96 97 Ashland 1:04 :1'04 1;04 1.OZ; 1 06; Adnan .; 1::06 1.06 1 1 06 1.07 Cape Girardeau 93 9i 93 92 Bowltn Green. 95 :: 93 93 93: 95;;. AI na 1 03 1 01: 99 98 1.02 Columbia 1 OT 1 05 1:03 1.03 1 fl8.' g i n 1 07 09 9 1 t0 Q8 Covington , 9T, ".96 97 .97.; 97: Ann Arbor ' 1.11. °1.11` 1 11 1 11 ,1.12 ntlepende ce- 1 1.0 1. ' 95 - 96 97; 95_ 1..03 1.03 1:03: 1.01 1.02. - Jefferson,City 1 00. 98 98 1 0.1' 99 FranId..rt 4 96 Battle Creek Lexington 97 96 96 .97= 96 Bay City, : 1.08 1:05 1 04 1 04' 1.07 Joplin;' 93'-: .91 :94 92 .94 Louisville :97. 96 96 .98'. 96„ Detroit 1.10 1 11. 1 12 :1 13 1.12 _ Kansas City- 1 09 1.10 '1:09 1.10 1.10 Newport 97 96 97 97 97 Roll.. Owe,nsboro 1 00 99 :99 97 1 02 Escanaba 97 .97 98 97 .97 i Paducah.: :' 95 92 : :94 :95 94 Flint 1,10 1 09s 1 07. i 05. 1.09 Spr ngfield St Jose h 1 Q2_.1 05 1.04• 1.05 1.03 031, Grand Rapids 1.00 99 1 00^: 99 99.: p LOUI$IANA 87 87 86 88`. 87 Ishpemrng`. 98 .99; 1.0a ^ 99 99Lows 1 08- -107 110 1.10 1.08 Alexandria. 87= 89 88 87 Jackson 106 105;: 105. 164 1:06 96 85 .85 87 $8' 86': MONTANA 95:. 93 .96 .94 Baton Rouge 85 Kalamazoo: 1.05 1 04f 1 04 1 03 1 04 94 99 96 98 87 82, 86 89, 84. ; Lansm 1.04 1.04: 1 02' ,1 01 104, Lafayette 9 Lake:Gharles:: 89: 87 87 84` 87 Wtarquette< 98 99 100` 99 99:: Bfltings 97 87 88 <:.85' 88 87 Monroe 1:07 107` 1.0T 107 108 Monroe Bozeman 96 94 96 .9ti 98 New Orleans; 89 88 89 90; 87:. Muskegon:; 1.0. 1 01 1.01 1 00 1 Ob Butte` 94 94 .97 .94 96 90. 90 91- 89. 89 .93 Great:Falls 94 94 95 .92 97'. Shreveport: Niles 104 104; 1.05 164 105 Helena 92 90 94 .93 94 Lewistow 93 91 93 .52 1 04 4 01 1:04. 1 03' 1 02 Missoula n . .98 - .97 98 96 .99 11AAINE Pontiac 1 11 1.11 1 12 1 11 1;12 Auburn 1,07 ;1 05 1 07 106 1 04. Port Hurori 1 05 1.QS t OT 1 09 1OS Augusta 108- 1,.06. 1.09 1A7, 1.08 Saginaw 1i05 1.o3 102 102 1;04 NEBRASKA;_ 95 .95 .95 .94 .95 Bangor 1 02 .1.00 1(A 1:Q2 , 1.02:. Sault Ste.Mane 1,00 1.fl0 99 98 1 00 : Grand island;. .92 91 92 .93 :92 Biddeford' 1 06 `'1.04 i 08 1.07 1 04[ Traverse City t.00 1 Q1` 1 01'. 99 1 01 Lincoln .96 94 92 .91 .94 Caribou 97 95 96 .97 97... Ypsilanti, _` 111 111 1.11 111 1,12 Norfolk 97 97 .1.00 .08 .98• Lewiston 1 07 1 05 1 i07 1:06 1 04 'Portland _ 1.07 1,02 1 06 1".05 i.46 MINNESOTA 11.10 . b.09 f.,68- 1 01 1.10 5 • North;Platte 96 .96 97 96 95: Presque Isle; 97 95 96 .97 .97: Omaha :95 9 94 93 95: 99 99 1`:00 .99 99. Austtn 1,Q7 1.07 1 05 .1 05 t08 Waterville Brainerd `: '1;08, 106 1 07.;,1 06 1.07 .; . 1.08 1.11: NEVADA 1.•t1 1 08 1:09 1 r11 1.10 1.09 1 06 1`10' Carson City,,: 1:08 1 66 '1.06 1:06 1.10 MARYL.AND; 1 05 1 Q4 1:04 1.03 1 04 Duluth 1.:10 1.07 1.06 1.02 I:07 Anne ArundeC¢ounty 1 04 1.05 101 1.02 1 06, Hibbing Elko . 1:12. 1.11 `i.11 1.09 1 t2 107 1.05 1::06 1:04 i$OS .98 1.00 .99 102. Baltimore 1 01 ':1 01 102 1.02 i 03; Mankato Fallon 1.Q2 Bethesda 1.07 :'1 09 -1;05 1.oa 1.04. Pihnneapofis1.. 1.14 1.1;6 1.15 1.15 . 1`15.r. Las Vegas 1 13' 1.11 1..12 1.1:4 1.14 F. Cumberlantl 1:05; i,fl2 1.05 1.03 1,:05; Moorhead 1;07 C05 1.03 1.01 . 1 OT . Lincoln Coun 1.02: 1.02 1.04 1.04 1.02 Eastern Shore Area 99;: 96 .97 :98 .99` Rochester 1 10 1.60 1.08 1.05 1 11 Nye County. 95 92: .91 $8 .95 t Hagerstown 1.04 _101 1;03 1.03 104' St Cloud, 1,.08. 1.Q8 1.08 1.07 109 6' 1,.05 1,04 i.10 Reno: 1 11 1 0 1 0T :1 09 1 05 1 03 1 05 „1k06 1,04 1 10. „Sriver,Spnng w„ St Paui Tahoe Area t.20 1.19: 1.21 1,21 1.22 MASSA6HUSETTS 119 118. 1.19 1.20 117;' M(SSISSIPPI :88 .88 $8 89 8$ Boston 1 31 131 1.33 1.33 1.30 Cape Cod: 1 2Q 1"20 _.L21 '1.22 1.18 Biloxi 87 .89 88 .89 87 NEW;HAMPSHIRE - 1"05 1.06 1.06 1:05 1:05 Fail River 1.18:..1 18 :1.2fl 1.18 ti 1.16 C016nibus a86 .87 38. .90 88 Concord .99 1.01 .99 :99 .99: Holyoke. 1:12 112 -1;:13 1:12 1.90 Greenville ;891. .8$ .90 .92 89 Dover 1.09 1.11 1.11 1.11 1.09 t Lawrence 1.19;- 1.19 1.21 1.21 1..16 Gulfport 66 Al A 89 88 Keene 1.00 1.01 1.00 1.00 1:00 Lowell 1:20 1.19 1.20 1.20 1.17 Hattiesburg .88 .87 .87 .08 88 Laconia 97 .99 98 98 .98 Lynn 124;: 1.24 1.24 1.24 1.22, Jackson :89 :90 90 .91 88 Littleton, 98 .97 97 96 .99 Methuen i 20 1;17 1.20 122 1.17 Laurel .91 .89 ,90 90 Manchesteri: 104 1:05 1.06 1.05 1.04 91 Natick 1.22' 1.22 1:.23 1.25 1.21 Meridian 89 .90 .90 91 91 Nashua 1.t8 Lt9 118 1:16 1.1S New Bedford 1.19'- 1.20 1.20 .1.19 1.17 1..08 1.09 1.09 1;11- 3,08 Natchez 86 .86 .66 87 86 PoRsmouth 1.66 1.07 108 1.07 Pittsfield, Tu elo 9 1 08: 1:16::-.:•1.17...1 17:.:1.1:5 ,.1:15 p, 86 $8 87_: 88 86 Rochester �.08. 1;13 103 1 Q Spnngfisid 1 1.0 1 h1 13 1.1 5 i 15 _Vicksburg 87 .87 SS' 89 87 Salem Wo ces _. The data-included omtJris ge,hec""ogees.uJt ezlete after update rlelive scheduled for`Janna :21117 - NSERVICE P ib tT;, ;t!7RSFI II,L GALUATIO ` "iv works.and/oi rblic d+epfaysis cuKcrly.��rnhrbited: - ` gi nc..arr l av lidinstrrs,(All righfs.reseryed rrny repriritiiry,Jisn•lbutru�r,ercartwr ofder,a, .,, l::.• _ i., '�3It7l6 GoreGrbu�k3,l SECTION 66 PAGE 1'' .December 2015> ' YARD IMPROVEMENTS ; PAVING DECKING RAISED PATIO DECKS T" ical posts er s uar :f of exce t as otherwise s ecified.•For. aved>areas 'f750 s uace feet T i__.. r': f' '" YP, P ,9..,_ e.:o.. ....,.:.P A P 4..... yP. l cost ranges persqua,e foot o deck,area,'including supports:Forcustom'installations with'•: deduct-l0%;2-000 squ.are feet,;deduct;20%. Ouery 3,000"square feet; use Subdivision;costs. complex shapes built-;in planters:`antl seats can run"r50%to 100%more„ Smalhseparate pours of•100 square feet or,less may run 25%higher..Hand mixed and Spread' could cost 75°lotimore TYPE` <<2 i.Sq Ft.. 50 Sq Ft.. 100'$q Ft. >300 Sq.FL Decks: For compleEe plaza cost;see Open Malls,SectWW 13 ' softwood,fir,::pine,etc: 27.0:0 32.50 19.80 23.95 14 45,- 17:95 8 81. 11.25. cedar redwood or metal" 3.6.25 43.50 27.75- 34.00, 21:15- 26.25 13.90r- 17 35, COST RANGE~ Railings 2"asphalt on 2":base :,. 1 97 - 2;9 softwood fir;'pme'rr etc. 6;08- 7.63 4.12- 5,15 2 83`= 3:30 1.44- 1..86 add;per addr.itional inch 0 46 _ 0:58 cedar'redwood or metal 8:56 10,60 6.08 7:32 4:12 5.05 2.37- 2.83 2•:,aggr:egate base 0 64 1,.10 Steps:. addrper additional inch ......,,: 0:22: softwood ffr?pine,etc: 7.99.- .9.T9 4:02=- 5.05 2.16.- 2 53 0.66- 090 015 4"concrete uniemforced : 4.41 -: 6;58 cedar,redwood or metal 11i75- 1:4:65: 5:93- 7r32 2:99- .366 1:03- 124 add'or deduct,'per nch of vanation < 0.40.>- '0:58 y 5°!0 add'for mesh reinforcing 0.40' 1 04 For;each foofof height above'3-feet increase costs-b For treated-softwoods increase oost,b . 5°6 bar reinforcing 0 4S: _ ,232 r c p i dd %a to softwood';eosts. exposed aggregate 0 75 291 For wood polymer om os to a, 30 For vinyl and tropical:harciwoods,add 5%615%to-cedarJre wood costs,. :brick ribbons 0 99 - 326 detectable warning surface(AD'A} stamped 2 32 510 decorative pattern finish>stamped 5 23,= 103Q PATIO ROOF' surface formed 4 24.:,- 7i83 (Typical costs'persquare foot of covered area,inGudingaupports) thin-set synthet<c overiay 6 41 1425 TYPE' fabric color or nts 0 64 1 39 Awning a na..-.:• 11 40ST RAN 25.75 epoxy with,stone or shell 4 59 651 Aluminum orsteel,baked enamel 7.72 - 1.4.25 sattfinish(cool deck)., 0 40. OSg Fiberglass or screen only 5,54 10.30. Wood,including built-up,composition 9.15 - 22.00 deck channel,drain'and grate,per lm.ft;: . ...,..,: 14 25: 55;50 Open:lattice,metal,vinyl or wood 625. 19.05 catch bastns;'small,::up to 24,:each .-......_...:.: 258.00 515 00 Architectural columns,open fattice or trellis; :, 25.75- 87.50 .4"sand base:.s :. :,: ,.... ::::.::. 0 99..- 4:39 Picnic shelters 1710 - 43.26 4"gravel base 1 A 0: -. •1 52 Add for insulate metal panels r. 3.71 - 5.10 add'or detluctrper moh;ofvanation 0.2i :0>27 Add for lighting'fixtures,each 232:00 add for 1'stone dust base 0:22 0 36: ForCatports,see Section 63 or Section 12:. Open grid blocksfor grass:on sand base 6.41 8.76 For small Prefabricated Storage:5fructures;.see Secdom0 or.Section IT Asphalt.block paversbn concrete base 8.44 13,90 Brick on concrete base,grouted;flat' . .......:......_,:•.. 11A0- 1;8.00 PATIO ENCLOSURES: on'edge...........:..:....::-:.....:.:. 15.75 26.75 Typical cost ranges per linear foot.of wall,,84"high,including one exterior door:Use high'end of Concrete pavers on concrete base', ... .....: 6.64 :- 15.75 range for insulated panels or;knee walls.Add for.roof above: Flagstone on concrete base grouted 12 45 22.45 Tile,quarry on concrete base .. ,. `11.10 :- 1615 Glassine'windows...,.... 79;50 _ 139.00 'For sand bed in place ot:concrete;deduct _. 2 78 5.10 Acrylic Windows 134.0.0 165;00 Snow melting;including controls;electric...:: ,., .12.15 14.70 Screened only,fiberglass 2fi.75 - 43.75 h dronte,iar e'areas(excluding'heat source 6.41 - 1740 steel or aluriimum .:.; 43.25 - 56.50 Y 9 ( 9 ) bronze....:: 55.50 - 83.50 Wood,'on grade(posts beams and'joists not included)' Add for extra door each .: ...... 103A0 - 208.00 2"x4 flat ..:: 5.87 :9:54 _. 2"x;4 on edge .:.:,<:; 8.93, -: 14:25 GAZEt30S:Typical cost,eachfior-8'to 20';wood:units:including minimal foundation but'excluding floors. 'Steps on round;per lin.fti of tread;brick on'concrete 44.25. 90 50 ` 9 P Standard .:.:..:'.... 3,400.00 17 900.00 concrete .... ................. ......... 33.75 56.50 Deluxe>.... 15,900.00 - 43;20,0:00 Approach:apron,concrete. ,..... ........................... 5.10 For Solar rooms.and greenhouses,see.Section 64'P.00t:enclosures;see Section:67. Concrete curb,4" 6,per lin foot 11,70 18:20 TEMPLES:Typical cost each,8"to:12.hi"h to bottom of dome cast stone units with to rin u Concrete sidewalk ,:... ...:. .. 4 70 -: ... 7.d2 yP. .. g. ( . } P 9 p a to 12'in diameter. Handicap ramps,sidewalks(retrofit,add 400 la) .. 6 84 10.70 buildings,concrete(remodel;add,200%)':.:. .:.:.....:.: 26.05 40.75 Cost'does not include floors or:other ornamentation. 17,600;00 - 47,500-00 add for radtng,per lin ft 38:00 53:50 Add fur fiberglass dome :': 5:150:00 - 9,150:00 wood 26.25. - 38;00 Add for masonry paver floor with no steps., 3,575,00 - 7,100:00 '. add for railing,per lin.ft. .:.... .., .., 15.10.. 32:OQ Add for floor with steps - 9,1,50,00. 000.00 for portable ramps,see Section 58. PAVILIONS:Typical;cost:each forcast stone_units .. 4}26,500- 64,000 --For a'nthetic surfaces: athwa s see Section 67.S ecial;stone• avin .see Section 56, . For individual stone columns see S cG e Y,,... .: P.. Y ,. P P . 9, a nn:56: Forfinials ums;atatuanes,.s a Page7: LtARSHALL VAL/•%4I1DiV SERYlCE. The data included;on.lhis:page,becomes phsolete;aJter update'de[ivery scheduled forDeceitber,ZOl7. ?015,coreLogi4,inc.'and its licensors,all rikl,6 reserved. Rny reprJnti `-'dLstriburion:creation 0Jderivative ivorks,.airdor pilblicdisplkys is"s[rict/yprohibited "' - .�I2l201D.`�J ��� . z r 4 Makin ,~ Substantial lmw%rovement and SubDamage ; Determinations 4.1 Overview Administering the SI/SD requirements requires local of- ficials to perform four major actions: (I.) determine costs, The I Coders include,wr he dmmis . (2) determine market values, (3) make SI/SD determine- tratiue provtstq s;two roqutrements pertlne t�tb the datatnecess� ry to tions, and (4) require owners to obtain permits to bring makeSi/LSD det�erminatis Applt �# substantially improved or substantially damaged build- s cat must r ings into compliance with the floodplain management requirements. This chapter describes how to determine Statesthe ual atton of p`rap se whether work is a substantial improvement or a repair of '� ork, antl P P5, substantial damage. The first step is to review estimates of ' repair costs; this step involves decid- the improvement or ® Give othdata acid tnforma ing which costs to include and exclude. Next, the market it t onasrequtred by theme building value of the structure must be determined.There is more than one way to determine costs and market value, and k ' the local official must examine both for reasonableness and accuracy. Communities must be prepared to explain to permit applicants how they make SI/SD deter` nrinations. Local officials should develop written procedures that can help them make and document consistent determinations and improve efficiency, especially in the post-disaster pe riod when large numbers of buildings may be damaged. Chapter 5 outlines community responsibilities that are specifically related to administeririgthese; SI/SD requirements. Chapter 6 describes factors to consider when evaluating'permit applrca tions and all aspects of bringing substantially improved and substantially damaged buildings' into compliance; it also includes illustrations of improvements and repairs. Chapter 7 addresses handling substantial damage in the post-disaster period, with recommen' dations for planning ahead to be prepared for the added workload and demands on staff-:And, resources. It describes some methods that can help communities focus their efforts when many; damaged buildings may have to be evaluated. It also describes FEMA's Substantial DamageEstima- for(SDE) software that communities can use to collect information about damaged buildings in: order to make substantial damage determinations. SI/SD DESK REFERENCE ¢I :: MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS 4.2 Accuracy and Verification (costs_ of proposed repairs or improvements and mar- ket values are needed to determine whether proposed ` Ap�!eants may dsagree with a -work is SI/SD. Methods .for obtaining this information omm- co unity'9 SIfSD deter mat on „•: In;t ese cases rot he burden is on are described in Sections 4.4: and 4:.5, respectively. Lo- the applicant to p�rovitle im roved cal officials are responsible for verifying that the data are cast estimates or to ob#am a proms complete and reasonable. The local official is responsi- fo ssional='appra1. of market aloe P ble for reviewing the validity of all cost estimates provided The l5dal official is responsible'for by applicants, whether prepared by licensed contractors, r uiewirig the new mf®I matron. In engineers, architects, professional cost estimators, or by some eas�s� applicants may°seek a formalappeal of thel ocal offs property owners. When work is repair of damage, an in- vial's decision (Section 5 6 6) - spection visit should be made to verify that the proposed " 'work is all of the work that is necessary to restore the building to its pre-damage condition. To be .consistent, local officials should document their decisions and the documentation ' should be retained in the community's permit records. A sample worksheet that can be used to document SI/SD determinations is included in Appendix D. Maintaining good records and 'documentation is especially critical if a community has elected to administer a cumulative SI/ SD requirement (Section 5.7.3). 43 Making SVSD Determinations 5 Work on buildings ranges from routine maintenance and minor repairs (which may not require permits) to work Consistency is =important Come'• �munibes should decide lima that costs more than 50 percent of a structure's market ,o they 3'wdh handle s�gr#ificant value..Local officials who are responsible for administer- flood events and evelo written R p rig their floodplain management regulations or codes are procgedures for rnakingdecis�ons . responsible for determining whether work is SI/SD. Oth- 9 It'is easier to defendr S1/Now"SfJ3"de er' entities, such as insurance claims adjusters, may makewr terminatior)s'it all appl cants,`are treated thesameespec�alJywhen� ' stuirates of damage for- purposes of adjusting damage J manybu,ildings av1'11 beendar clamzs. However, an adjuster's estimate must not be used aged (seexChapter7) �� to make SI/SD determinations because the estimates of m 9 . MM damage that determine the amount of a claim payrrient racy,not include all of the costs to repair the building to l . its•pre-damage condition. j,figure 4-1 illustrates an overview of the steps in the SI/SD determination that are described in cletail in this Desk Reference. Once the cost of the work and the market value of the structure have been detennirred, the local official must make a final determination. The work is SI/SD if the ratio of the cost of work to the market value equals or exceeds 50 percent: '� Costof lmprovement�Cosy#oINp i to Pr&e Daamage- I tion Q s ,A' Market"Value Budding 1.;.;' SI/SD DESK REFERENCE' MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS Communities may use a combination of sources for the data needed to make SI/SD determina- tions. For example, a community may make SI/SD determinations based on applicant-supplied. costs of repairs or improvements and community-obtained market.values. DetermineCost of Work(Sect on 4 4} Qeterm�ne Market Value(Section 4 5} Divide Insult YES It,y 1 ss,u biq V9p Require co p�lianos �Gost of Wprk d a determinet[on letter Market Value 50/off h (`section 5 615} - (ChapXer,6 4 L ys NO g Ensure work Is comp slant an oes trot cause(s build�n yES ' postFlRx ariy as ect onginOally,required orcompliari e to . h (Se tipn r?2 1}�� 8� become non cprnpl�ant. NO: r _. E�couidge flood : resistance ford : pre- 641Section 5. 8 ( } { . Figure 4-1. Make the SI/SD determination(overview) 4.3.1 SI/SD Provisions in the 2006 and 2009 I-Codes The IBC and IRC apply to new construction and also to alteration, "movement, enlargement; replacement, and repair of existing buildings. The IBC, the IRC, and the.IEBC include SI/SD' provisions that are consistent with the NFIP's requirements. The specific code provisions are described below: IBC.The IBC relies on the definitions of"substantial improvement"and"substantial damage in Section 1612.The code official must determine whether any alteration,repair,or addition';` to existing buildings,or work associatedwith a change of occupancy or moved buildings,ineets, those definitions.Section 1612.1 states that"all new construction of buildings,structures,and: portions of buildings and structures, including substantial improvement and restoration of substantial damage to buildings and structures, shall be designed and constructed to resist the effects of flood hazards and flood loads." In addition, the requirements for existing buildings, including historic buildings, are found in IBC Chapter 34. IRC. The IRC contains detailed administrative provisions in Chapter 1: R105.3.1.1 Substantially improved or substantially damaged buildings and structures in. areas prone to flooding. This section specifies that the building official shall examine SI/SD DESK REFERENCE 4-3 4 MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS applications and prepare a finding with regard to the value of the proposed work. If the value equals or exceeds 50 percent of the market value of the building before the damage occurred or the improvement is started, the finding is provided to the board of: appeals. R112.2.1 Determination of substantial improvement in areas prone to flooding. This 4 ' section requires the board of appeals to determine if a proposal, referred to the board by the building official pursuant.to Section R105.3.1.1, constitutes a substantial improve-, ment (or repair of'substantial damage). If the proposed work is found to be a substantial` improvement or repair of substantial damage, the work must meet the requirements of Section R324 (Flood-Resistant Constnrction). IEBC. The IEBC is organized based on the nature of the work: repairs; repair of damaged.. buildings; alterations (Levels .1, 2, and 3); work associated with change of occupancy; classification; additions (horizontal, vertical., new/raised foundations); and relocated or moved buildings. These characterizations of work are similar to those used in, Chapter 6 (also see Table 3-1., which lists the definitions and terms used in the IEBC). The provisions of the IEBC.: that pertain to flood resistance are all triggered by a determination of whether the work constitutes a substantial improvement or- a repair of substantial damage, When,: that occurs, the IEBC requires the building to be brought into compliance with the flood damage-resistant provisions of the IBC (located in IBC Section 1612).The IEBC also includes provisions for historic structures that are located in SFHAs. 4.4 Determining Costs of Improvements and Costs to Repair f The term"costs of improvements"includes the complete costs associated with all of the types of, work that are described in Chapter 6. The term "costs to repair includes the costs of all work necessary to restore a damaged building to its pre-damage condition. Both terms include the . costs of all materials,labor,and other items necessary to perform the proposed work. Costs that must be included are described in Section 4.4.1. and certain costs that may be excluded are de' scribed'in Section 4.4.2. Figure 4-2 illustrates the steps that local officials need to take in order, to de:te.rmine costs for making SI/S.D determinations. The term."substantial damage" refers to the repairs of all damage sustained and cannot reflect a level of repairs that is less than the amount of the damage sustained. If an owner does not, intend to repair the damaged building right away or if the owner,cannot afford to make all re= pairs.immediately, the local official should'inspect the property to determine whether,based on, >;. estimates, the work required to restore it to its pre-damage condition will constitute substantial damage. If this is the case, then the cost to repair is compared to the building's market value and the local official should provide written notice to the owner of the substantial damage de- termination.The local official should include in the written notice information about obtaining pennits and about the floodplain management requirements that must be met. Further, some times these buildings also are improved beyond their pre-damage condition. If proposed, then the.cost of improvements must be included along with the cost to repair to make the SI/SD de- termination. Note that the substantial damage requirement applies regardless of the cause of damage, such as wind or fire. `}-4 .. SI/SD DESK REFERENCE MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS . 3. Review a pphcatnfgr�im voint ands or repa[rsto deter dine natcean extentf work locafigof bu�ltl ',g,whether it is prey or;post FI M�Chapters 4 a d 5) --�---- A NE Review cusfestimates and ensured petermme cost ofrprpp©eS�d Use the,cost of work in the, 17 thataila pro date costs p are ` SI1 SIde erm�nat OF, �ncludetl/excluied - � s, ), - ' .. .,-;F�, '� .< . ..:.... .......... ......v._• . .er:` � .`,�tea_ �? .. <. .... ,�� tf pgst isaster screens g(Seft i ctign 7 4l "in ica'46-s buildingsm�yf3e uhstantiall damages se F MA's SDE� .` � '(Seetio'r7��)or othermeifiotl toy � esttn�nate,c sts� Figure 4-2. Determine the cost of work(overview) The following topics related to determining costs will bea I-w%,GL Doff ctals wall nee�d�to deter covered in this section: v � � . mine the necessary leuel�of` etall Costs_that must be included J r the-costs of im rovements anted, P co'sts�ofrepairsfrom permit ap Costs that may be excludedca is or contracsin order�to ' < make a SI/S�iieterm°oration Acceptable sources of cost information A, M Estimates of donated or discounted materials Estimates of owner and volunteer labor 13 Demolition, debris, and disposal 13 Clean-up and trash removal ! Cost exclusions to correct existing health, safety, and sanitary code violations 4.4.1 Costs That Must be Included in SI/SD Determinations Items that must be included in the costs of improvement and the costs to repair are those that are directly associated with the building. The following list of costs that must be included:is not intended to be exhaustive, but characterizes the types of costs that must be included: Materials and labor, including the estimated value of donated or discounted materials (Section 4.4.4) and owner or volunteer labor (Section 4.4.5) Site preparation related to the improvement or repair (e.g.,foundation excavation or,filling; in basements) Demolition and construction debris disposal (Section 4.4.6) Si/SD DESK REFERENCE 45 4 MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS 12 Labor and other costs associated with demolishing,moving,or altering building components to accommodate improvements, additions;and making repairs .Costs.associated with complying with any other regulations.or code requirement that rs;; triggered by the work, including costs to comply with the requirements of the Americans with Disabilities Act (ADA) - 0 Costs associated with elevating a structure when the proposed elevation is lower than the := BFE • Construction management and supervision • Contractor's overhead and profit. Sales taxes on materials 13 Structural elements and exterior finishes, including: Foundations (e.g., spread or continuous foundation footings,,perimeter walls, chain walls, pilings, columns, posts, etc.) Monolithic or other types of concrete slabs Bearing walls, tie beams, trusses 0:joists, beams, subflooring,framing, ceilings interior,non-bearing walls ` Exterior finishes (e.g., brick,stucco, siding, painting, and trim) ` ` Windows and exterior doors T. ff :Roofing;gutters, and downspouts Hardware 11 Attached decks and porches Interior finish elements, including: Floor finishes (e.g., hardwood, ceramic, vinyl, linoleum, stone, and wall-to-wall carpet over subflooring) • Bathroom tiling and fixtures • Wall finishes (e.g., drywall, paint, stucco, plaster,.paneling, and marble) Built-in cabinets (e.g., kitchen, utility,entertainment, storage, and bathroom) Interior doors Interior finish carpentry 14 Built-in bookcases and furniture Hardware 19 Insulation 476 SI/SD DESK REFERENCE. MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL. DAMAGE DETERMINATIONS' 4 Utility and service equipment, including: Heating,ventilation, and air conditioning (HVAC) equipment. Plumbing fixtures and piping Electrical wiring, outlets, and switches Light fixtures and ceiling fans 11 Security systems Built-in appliances rd {ventral vacuum systems Water filtration, conditioning,and recirculation systems 4.4.2 Costs That May be Excluded from SI/SD Determinations Items that can be excluded are those that are not directly associated with the building. The fol- lowing list characterizes the types of costs that may be excluded: Clean-up and trash removal (Section 4.4.7) Costs to temporarily stabilize a building so that it is safe'to enter to evaluate and identify required repairs Costs to obtain or prepare plans and specifications Land survey costs 13 Pennit fees and inspection fees El Carpeting and recarpeting installed over finished flooring such as wood or tiling, Outside improvements, including landscaping, irrigation, sidewalks, driveways,fences,yard lights, swimming pools, pool enclosures, and detached accessory structures (e.g., garages, sheds,_and gazebos) Costs required for the minimum necessary work to correct existing violations of health, safety, and sanitary codes (Section 4.4.$) - Plug-in appliances such as washing machines, dryers, and stoves 4.4.3 Acceptable Sources of Cost Information The costs of improvements and the costs to repair are necessary to make the SI/SD determina- tion. The following are acceptable methods to determine the costs: Itemized costs of materials and labor, or estimates of materials and labor that are prepared by licensed contractors or professional construction cost estimators. Building valuation tables published by building code organizations and cost-estimating manuals and tools available from professional building cost-estimating services. These sources can be used as long as some limitations are recognized, notably that there are local SI/SD DESK REFERENCE 4-7 I 4 MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS variations in casts and the sources do riot list all types and qualities of structures. These sources should not be used for structures that are architecturally unique,exceptionally large, or significantly different from the classes of structures that are listed. "Qualified Estimate" 6f costs that are prepared by the local official using professional"' rofessional judgment and knowledge of local and regional construction costs. This approach is most often used post-disaster when there are large numbers of damaged buildings and when pen-nits must be quickly processed. Building owners may submit cost estimates that they prepare themselves.If the community is willing to consider such estimates,owners should be required to provide as much supporting documentation as possible (such as pricing information from lumber companies and hardware stores). In addition, the estimate must include the value of labor, including the value of the owner's labor (Section 4.4.5). FEMA developed the Substantial Damage Estimator, summarized'in Section 7.5, to provide esti- mates of building values and costs to repair. In general, this method is most often used in the post-di'saster period when local officials need to inspect large numbers of damaged structures and mke many substantial damage determinations. , 4.4.4 Estimates of Donated or Discounted Materials To help make improvements or repairs to damaged homes, some organizations and individix- als donate materials, and some companies donate or provide materials at a discount.The value placed on all donated or discounted materials should be equal to the actual or estimated cost..: of such materials and must be included in the total cost. '"There materials or servicing equip- ment are donated or discounted below normal market values, the value should be adjusted to an amount that would be equivalent to that estimated through normal market transactions. As part of the documentation required for a permit, the applicant should provide cost estimates of the:value of donated or discounted materials based on actual or estimated costs. This esti- mate should be verified by the local official based on professional judgment and knowledge of locA,or regional material costs-Some communities help non-profit organizations and appli- carats make these estimates. 445:. Estimates of Owner and Volunteer Labor The situations described in Section 4.4.4 that involve donated or discounted materials may also involve volunteer labor. Also, property owners may undertake fairly significant improvement and repairprojects on their own. In both cases, the normal "market" value or "going rate" for' labor must be included in the estimates of the cost of improvements and the costs to repair.Af- ter significant events, labor rates may change and should be taken into account. Labor rates vary geographically and by the nature of the work and trade required. As part of ` the.do'c:umentation required for a permit, the applicant should provide an estimate of the value. ; of. owner or volunteer labor. The value placed on labor should be estimated based on appli- cable minimum-hour wage scales for the skill and type of construction work that is done. This 4-8 SI/SD DESK REFERENCE 1 MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL_ DAMAGE DETERMINATIONS.. . 4 x,estimate should be verified by the local official based on professional judgment and knowledge of the local or regional construction industry wage scales. Some communities help non.-profit organizations and permit applicants make these estimates. 4.4.6 Demolition and Construction Debris Disposal Demolition and construction debris disposal is not the same as clean-up and trash removal (Sec- tion 4.4.7).Virtually any type of work on a building requires some demolition. It maybe as little as removing the.flooring or an interior wall, or as much as complete removal of a portion.of the building and its foundation. Demolition may be part of an improvement project and usually is a necessary part of repairing damage.The costs of demolition,including the costs of disposal of the resulting debris, must be included in the cost of work for the purpose of making the SI/SD determination. 4.4.7 Clean-up and Trash'Removal Clean-up and trash removal are distinguished from demolition and construction debris dispos- al (Section 4.4.6). Clean-up and trash removal costs are not included in the costs used in the SI/SD determination because they are not related to the actual cost of improving or repairing a building. `Clean-up costs include such work as draining a basement;removing dirt and mud;and cleanin^g, disinfecting, and drying out buildings.Trash removal includes disposing of trash piled in the in- terior of the building or accumulated on the lot and related costs (e.g., dumpster, hauling, and tipping fees), as well as removal of abandoned contents and debris related to general clean-up: of the structure before the improvement or repairs can be performed. If clean-up and trash removal are done at the same time as demolition and construction debris' disposal, a cost estimate should clearly distinguish between costs that must be included and costs that may be excluded. Local officials can: Require property owners to submit iternized costs from all contractors, clearly identifying the costs related to trash disposal and clean-up from those related to demolition necessary to perform the work on the building, or Based on judgment and knowledge of local costs, estimate the amounts to be excluded.The permit record should contain documentation of the basis for making this estimate. 4.4.8 Costs to Correct Existing Health, Safety, and Sanitary Code Violations The definition of substantial improvement provides an exclusion for"[a]ny project for improve- ment of a structure to correct existing violations of State or local health,sanitary, or safety'code' specifications which have been identified by the local code enforcement official and which are,', the minimum necessaryto assure safe living conditions"g (emphasis added). When deciding whether to exclude the costs to correct existing cited health,safety, and sanitary.. code violations, local officials must consider the following: SI/SD DESK REFERENCE 4 4 MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS 11 Correct existing cited violations. The work must be: Limited to that necessary to correct an existing violation:This means that only work that is directly required for correction can be excluded from the costs of the proposed im- provement or repair.All other work must be counted in the estimation, of costs. Required to correct an existing violation. This means the condition .considered in vi- olation pre-dates the application for a permit (or the date of a damage event) importantly, an official who has the authorityto enforce the community's health safe ty ty,: and sanitary codes must have prior knowledge of the condition and must have verified that it constitutes a violation. Required to correct an existing violation.Violations of a community's health,safety, and: sanitary represent threats to public health and safety. Such conditions are considered vi= olations only if they have been identified as violations.The mere presence of a condition that does not conform to current codes does not qualify as a violation. - Identified by the local code enforcement official. To exclude certain costs from the S.I/SD determination, an official who has the authority to enforce the community's health and sanitary codes must have knowledge of and have identified the condition, and must have verified or determined that the condition constitutes a violation (normally, this involves issuing a citation or other official notice). Communities might not make a routine practice of. inspecting structures in order to document and issue citations for violations. If likely ; violations of health and sanitary codes are.identified by the property owner or contractor during"the course of deciding what work to perform and before any improvements or repairs .. are made, the costs to address those code violations may be excluded, but only if the lo6l:: official has made the determination that they can be excluded. ® Minimum necessary to ensure safe living conditions. To qualify as excludable, the cost of correcting existing violations must be only those costs for the work that is the minimum.` necessary,to address and resolve the violation..Costs of work in excess of the minimum" ' necessary must be included in the SI/SD determination. For proper treatment of this substantial improvement exclusionary provision, a clear distrne tion must be made between violations and elements that simply do not meet the present day design or building code standards. The following examples describe situations where the work performed to meet code requirements must be included in SI/SD determinations and some ` situations where costs may be excluded: Work on a building, or work associated with a change in use or occupancy, may trigger -.requirements for compliance with the current code. When this occurs, the costs associated C. with compliance do not qualify for exclusion because the work is not a code violation, but is necessary to meet current code.For example,consider an applicant who applies for a permit to perform_work,necessary for a change of occupancy from retail space to a restaurant. This will trigger certain code requirements and those costs must be included in the SI/SD determination. Costs that are related to compliance with current code requirements, but are not related to correcting existing violations must be included. 4-10:, SI/SD DESK REFERENCE' MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS 4 The owner of a poorly insulated building proposes to rehabilitate it for a new occupant. Although the building does not conform to the current code for-energy efficiency, the costs of adding insulation and other energy efficiency work must be included because the lack of adequate insulation is riot a health and safety violation. Ail owner proposes to improve a building and has applied for a permit.The owner presents the building official with evidence of termite damage. Termite damage is discovered in the floor joints and the joists are unable to safely support loads required by current code. The building official verifies that it constitutes a violation and cites it as a safety code violation. The minimum cost to correct this violation may be excluded if the violation was cited. If other building components have sustained termite damage that is not a safety code violation, such as damage to rron-bearing wall studs and wall trim, the cost to address the damage must be included. A restaurant's plumbing system is failing and bathroom fixtures are inoperable: The condition is cited as a violation of lle sanitary code. The owner proposes not only to correct the violation but make other irnprovernerlts, including adding a second bathroom. The costs to correct the failing plumbing system and replace its fixtures may be excluded. The_ costs of the other improvements, including the second bathroom, must be included. „ M In the course of inspecting an abandoned building, the code official cites several conditiiins as violations that must be corrected before the building can be reoccupied. The building is subsequently purchased and the new owner applies for a permit to not only address the violations, but also to rehabilitate the building. Only the costs to correct the cited. violations that are explicitly related to health,sanitary,and safety code requirements maybe excluded. All other costs associated with the rehabilitation must be included in the cost of improvements. The owner of a home has been notified that the home is not safe to occupy because..of violations of the electrical code provisions. Rather than perform only the required.repairs, the owner decides to completely renovate the home and submits an application, that shows. all renovation costs, while excluding the costs associated.with all of the electrical work (including replacing all wiring and fixtures, installing more outlets, upgrading the panel board, etc.). The plan reviewer should catch this discrepancy. The only costs that may be excluded are those that are necessary to correct the violation —which means the.costs associated with the code violation must be determined before they can be excluded.,from the SI/SD determination. All other costs associated with the upgrade of the electricalvo.rk must be included. „ 4.5 Determining Market Value For purposes of' making SI/SD determinations, local officials need to determine the "irrar.- ket value" of structures in question. When work is an improvement, the market value 1.51 sthe building's market value "before the `start of construction' of the improvement."When work is- repair of substantial damage, the market value is the building's market value "before the:.dam- age occurred."If buildings have not been maintained and have deteriorated over time,then the market value is determined as of the date of the application for the permit to improve or repair the building. SI/SD DESK REFERENCE "4-11 �aF KAKI" 5llTANT3oun� Nrasur� . .a�ut�aiv���E,.:r •,,T RMINAT" N „ Th�NFII' r gtc�ns n cat define rnakc 'ale yGretalymarkealue can beexplarned a ,��' Fri as the�5unt ar er wnulct be�rllingbut not�blrged to ace=t; arr aC b Yc �ld�� x& gt v w r � 111rng b�`t=r`t �c�tn�elled to paay��Thete�tn, ', a�,ybe;efi,n Scat s��tutest�liat p �tain,lo pan ing,l� l �ry Before, uirng�o�ptrons�to c�etermrgre t;lie znarke alu� f�a ••a�� cture, rtsr�mpAr�ant t�aot, ztwobasr I Irequrewmen �� �ef val znu t o way m e�ondr�lotl a�the_s, r�uc>wtx�'� �are,Clie,�nprouem�it: ', ��s und�ertakea`of� ef��ethe�da�xr�a�e�`ac�irr �d Only��the mark tvaluvf. t t�tut 1 �p''ertrnent, val crf thlarrd srte a s s % k nx�pr �men�s {landsi; nr , d" rveway, d� achy acc ss ry s etu�esa c ) anthe e r the u d oce�panc {�b sr �nco se)�ar�e no anclad d aloe�assocxate M th�, �, . �locatron�� tl�e ir# ert� sh°Qu�l la �tttrbit�ed tci t e � �dx� bu= Odin .. H Many communities require the permit applicant to obtain an appraisal of market value from a qualified professional who is licensed to perform appraisals in the.State or community where the property is located (Section 4.5.1). In addition, three other methods to estimate market " value are covered in this section: Assessed value developed for property tax assessment purposes, adjusted to approximate' market value (Section 4.5.2) 13 `Estimates of a structure's actual cash value, including depreciation (Section 4.5.3) "Qualified estimates" based on the professional judgment of a local official (Section 4.5.4) Figure 4-3 illustrates the steps local officials need to take in order to determine market.values: Additional guidance on estimating market value following disasters is provided in Chapter 7. �'s " ® Protessianalaappraisal•(Section451) +AAdjusted assessed value(Section Select method o estimate Actual cash value(Section 4 5 3) US4 ma ket val� �n s � � Z� SI/ D tleterminalion arket value(�ecicn4 5) • "Qualified estimates" Sections 4} �•- �' MAs�Subsfantial a,mage strmatar' � tlsepost disaster screen�ng� to identify builtl�ngs=t �thave . - �z �sustamTed s�bstant�al, �;' damags.(Section7�4�)� v.•"� ' > . Figure 4-3. Determine the market value(overview) r SI St3 ESK REFERENCE' MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS _4 4.5.1 Professional Property Appraisals Property:appraisals that are prepared by a professional appraiser according to standard prac- tices of the profession are the most accurate and reliable method for determining market value. Professional appraisers should be qualified to appraise the type of property (e.g., residential, commercial, industrial) and should be licensed in the State or community in which the proper- ty is located. Most States require professional property appraisers to be licensed and to perform valuation work in accordance with the quality control standards found in the Unifimn Standdrds' of Professional Appraisal.Practice,which are maintained and administered by The Appraisal Foun- dation (http://Nv",Nv.appraisalfoundati.on.org). In those States that require use of the standards, local officials should check that market value appraisals prepared to support SI/SD determina- tions have a statement regarding conformance with this standard. Appraisal reports should identify intended users, including the property owner, who can then submit it as part of a permit,application. In addition, the appraisal should be recent enough to reasonably reflect current market value as of the date of the permit application. When used to determine market value for damaged buildings, the appraisal must reflect the pre-damage con- dition` The "market approach" for determining market value works best if there are adequate . market data and recent sales of comparable properties in the,vicinity. Note that using the..`in= come capitalization approach"is not acceptable because it is based on how the property is used, and not the value of structure alone.To separate the market value of a structure from the value of the land on which it is located, appraisers may need to do more research than is normally un- dertaken in order to reasonably allocate the total value between the structure and the land.;, The following are situations where the local official may require the applicant to provide a:pro- fessional appraisal to determine the market value of a structure: '- 11 When it is written explicitly into the community's floodplain management regulations o;r required by other local or State codes that independent appraisals shall be used for decisions related to non-conforming use permits. When the estimating methods that are used post-disaster (Section 7.4) yield a market vale that indicates that the cost of proposed work closely approaches 50 percent of the structure's estimated market value. When an applicant disagrees with the community's SI/SD determination. 'Allen a professional appraisal of market value is submitted, the local official is responsible for examining it to determine that it is reasonable for the specific characteristics of the building and to check that it does not include the value of land, land improvements (e.g., landscaping, paving), and accessory buildings. The market value of a non-residential building does not in- elude the value of the use or occupancy.If there is cause to question the appraisal (for example; if it appears to overvalue the structure), the local official may request that another appraisal be provided. SI/SD DESK REFERENCE 4- 3 4 MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS 4.5.2 Adjusted Assessed Value Generally, assessed values or property assessments are determined by the State or local taxing_ or assessment authority. The assessor's job is to independently estimate the market value of real property.Assessments usually provide both land value and value of improvements,and are used. as the basis for determining property taxes. Assessments are revised or adjusted periodically to account for changes in property values. The use of assessed value has some limitations that, if not considered and accounted for, can produce erroneous estimates of market value. These -limitations are: Appraisal cycle.How often are the appraisals done and when was the date of the last appraisal? f. Market value estimates can be grossly outdated if the cycle is long and the property happens to be in the latter stage of.its cycle and has not been appraised for many years. Land values. In most cases, land values and the value of improvements (structures) thereon will be assessed separately and listed as such in the tax records. In cases where they are not distinguished, a determination of the value of the land will have to be made and subtracted from the total assessed value. Assessment level. States and local taxing authorities vary in assessment levels (an established statutory ratio between the assessor's estimate of value and the true fair market value). For example, many States use an assessment level of 90 percent. In this case, the assessed . �,k,values will underestimate market values by 10 percent. In cases where the assessment level is . unacceptably low or where the projected ratio of cost of repair to market value is close to 50 percent, adjustments for assessment level must be made. Local officials who elect to use assessed values for making SI/SD determinations should consult the author►ty that prepares the assessment values to understand the limitations on use of the: data.. Usually an adjustment factor is necessary because the assessed values cannot be used as a direct equivalent for current market value. The assessor's office should provide the adjustment factor that,when applied to assessed value,yields the "adjusted assessed value" that can then be used:as an estimate of market value. A copy of the adjustment factor justification.should be re-- , tained with the community's permanent records. Adjusted assessed value may be used as a screening tech k "'.Un�ad a teri amass se—�aluev,can nique to separate out structures for which the ratio of001" q�lz. u repair or improvement costs to market value (adjusted as be usedtohelp�loealoffieiaus their eff6Qs u�tien(arse numbers of ` sensed value) are obviously less than or greater than 50 �S;D�determmations must be mach, post-disaster situations where no other mar- ket �* percent. In psuch�as after a tl�$ter (Section value estimates are available or where.the number of permit applications is overwhelming, unadjusted assessed ' values may have to suffice as the definitive estimate of market value: An owner may appeal the use of assessed value, but the burden of proof can be placed on the applicant who can be required to submit an independent professional property appraisal that is prepared by a qualified appraiser. 414 SI/SD DESK REFERENCE r MAKING SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE DETERMINATIONS 4 4.5.3 Actual Cash Value Actual cash value (ACV) is the cost to replace a building on the same parcel with a new building of like-kind and quality,minus depreciation due to age,use,and neglect.ACV does not consider loss in value simply due to outmoded design or location factors. The concept of ACV is used in both the insurance industry and the construction industry. In most situations, ACV is a reason- able approximation of market value. A number of commercial sources of construction cost information are available to support es- timating the replacement cost of a building, including industry-accepted guides available from companies such as RSMeans (h.t.tp://iv,%,Nv.rsmeans.com) and the Craftsman Book Company .(http://www.craftsman-book.com), among others. These sources allow computation of con- struction costs based on occupancy, square footage, quality, and regional cost variation's. .' Depreciation accounts for the physical condition of a structure. Depreciation does not take into account functional obsolescence (e.g., outmoded design or construction that pre-dates current codes) or factors that are external to the structure (e.g., reputation of schools or dis- tance to shopping and parks). Commercially available references provide tables and formulas to calculate physical depreciation.These tables and formulas are objective and are used bymost professionals in the fields of property appraisal and building inspection. Local officials rriay consult with a qualified appraiser regarding depreciation, or additional guidance for' applying depreciation rates over time is found in FEMA P-784 CD, Substantial Damage Estimator(Section 7.5). 4.5.4 Qualified Estimates A"qualified estimate" of a structure's market value is an estimate developed by a qualified local official who has sufficient experience and professional judgment on which to base such esti- mates, The local official may be in the building department or in the tax assessor's office:The estimates should be made using the best available information,which may include recenC perm.it records, recent'honre sales, regional cost data, estimates of depreciation based on knowledge ''of the pre-damage condition of buildings, and adjustments for unique or distinctive featui•es..of, individual buildings. Another way that a local official may develop qualified estimates is if pro- fessional appraisals have been prepared for a few buildings; in that case, those results may be F. used to approximate the market values of similar buildings. This approach should be used oily if the approaches described above cannot be used.Qualified estimates are most likely to be used in the post-disaster situation after large numbers of buildings have been damaged. SI/SD DESK REFERENCE 445 QUALIFICATIONS OF APPRAISER j tom' , LINDA CONEEN, MRA; SRA, REAL ESTATE APPRAISER M-R-R-E-A. MA Certified General Real Estate Appraiser License #214 95 Rayber Road, Orleans, Massachusetts 02653 508-255-4241 office - 508-237-0899 cell — 508-255-6837 fax lindaconeen@tmail com OWNER AND PRINCIPAL Linda Coneen,MRA,SRA,Real Estate Appraiser 95 Rayber Road,Orleans,MA 02653 1983—present :.: FOUNDING PARTNER,OWNER,AND PRINCIPAL Cape Cod and Islands Appraisal Group,LLP Plymouth County Appraisal Group Main Production Office: 95 Rayber Road,Orleans,MA 02653 Mi&Cape Office:3311 Main Street,Barnstable,MA 02632 " t 1953-2o16 '`PROFESSIONAL DESIGNATIONS SRA Member,Appraisal Institute,designated June 13,1994 Continuing Education Completed through December 31,2019 MRA(Comm ercial/General)Member, Massachusetts Board of Real Estate Appraisers,designated March f3,'''`' 1995 LICENSE Massachusetts Certified General Real Estate Appraiser License#214 Expires 813h9 ' FHA Registration#MA 214 _EDUCATION Barnstable School System,Graduate 1969 Willett Institute of Finance, Boston, MA,198z i State certified general real estate appraisers may appraise all types of real property.Regulatory Authority:264 CMR 6.00(promulgated 6128196);MGL c'3,s92;MGL c11z,§173-195• is Appraisal Institute: 2017 Online The Discounted Cash Flow Model:Concepts,Issues,and Applications(with exam) 2017 Online Appraising Convenience Stores(with exam) 2017 Online Rates and Ratios:Making Sense of GIMs,OARS,&DCF(with exam) 2o16 Supervisory Appraiser/Trainee Appraiser Course 20`15 Online Business Practices and Ethics(with exam) 2'ot5 Online Small Hotel/Motel Valuation(with exam) 20`15 Online Analyzing Operating Expenses(with exam) t 2015 Online Subdivision Valuation(with exam) z013 Reducing Appraiser Liability:Using the ANSI Z765 Measuring Standard(Webinar) 2013 Candidate for Designation Program-For Advisors(Webinar) 20,13 Candidate for Designation Advisor Orientation(seminar) 2o2 New England Appraisers Expo,Specialty Real Estate Focus:Marinas(seminar) 2012 Valuation of Basements:GLA and Other Valuation Considerations(Webinar) *1 Online What Commercial Clients Would Like Appraisers to Know(with exam) 2011 Online Eminent Domain and Condemnation(with exam) _ 201 1, Estate Tax Law Changes(Webinar) 2011 Online Forecasting Revenue(with exam) 2011 Online Marshall&Swift Commercial Cost Training(with exam) 2011 The New Estate Tax Law 2011(Webinar) olo Online Appraisal Curriculum Overview—'Residential(with exam) 2oio Online Business Practices and Ethics(with exam) 2667 Online Course 42o: Business Practices and Ethics(with exam) 007 Course 54o: Report Writing and Valuation Analysis 2oo6 Uniform Appraisal Standards for Federal Land Acquisitions: Practical Applications for Fee Appraisers(Yellow Book) Z606 7 Hour National USPAP Update Course(Version 2oo6-2007) 2005 Appraisal of Nursing Facilities(OL Seminar,with exam) zo65 Online Eminent Domain and Condemnation(Seminar,with exam) 905 The-Professional's Guide to the Uniform Residential Appraisal Report(OL seminar,with exam) 20o:5 Online Analyzing Distressed Real Estate(OL seminar,with exam) 2004 Using Your H P12C Financial Calculator(OL seminar,with exam) Zoo4 Course 41o: National Uniform Standards of Professional Appraisal Practice w/Exam 15 Hour z004 Course 42o: Business Practices and Ethics w/Exam(OL seminar,with exam) 2602 Course 520: Highest&Best Use and Market Analysis 1600 Course 430: Standards of Professional Practice Part C 1,1999 The FHA and the Appraisal Process(OL seminar,with exam) 1999 Internet Search Strategies for Real Estate Appraisers (OL-668G,seminar with exam) 1999 Appraising from Blueprints and Specifications (OL-504G,seminar with exam) 1.999 Residential Design and Functional Utility (OL-662,seminar with exam) 1994 Course 51o:Advanced Income Capitalization 1994 Course 420:Standards of Professional Practice Part B 1994 Course 410:Standards of Professional Practice Part A 1992 Course 31o: Basic Income Capitalization 1991 Rights in Real Estate(seminar) 1999 Completing the Small Residential Income Property Appraisal Report [FNMA 1025 FHLMC 72] (seminar) 1989 Course 8-2:Residential Valuation.(challenge exam) 1988 Course 1A1: Real Estate Appraisal Principles(challenge exam) Massachusetts Board of Real Estate Appraisers: - zo15 USPAP Update Seminar Version 2016-2017 2015 TRID&the Appraisal Community(webinar)� 2013 USPAP Update Seminar Version 2014-2015 i013 Appraising Green Residences(seminar) 2012 Banking and Risk Management for Appraisers(seminar) zo12 Appraising Easements(seminar) 2011 USPAP Update Seminar Version 2012-2013 *i Uniform Appraisal Dataset(UAD)Seminar 2010 USPAP Update Seminar Version 2010-2011 20o8 USPAP Update Seminar Version 20o8-2009 1999 The Ins and Outs of Sales and Leasebacks(seminar), 1997 USPAP Update(seminar) Appraisal Forms 2055;2o65;2075(seminar) .19.97 Making the Technology Leap(seminar) 1997 Automated Valuation Models(seminar) 1997 The Appraising of Complex Residential Properties(seminar) 996 A Mock Trial:Valuation in Litigation,Contaminated Properties(seminar) 1994 Changes to the Standards:Departure and Appraisal Reporting Options(seminar) 199.4 USPAP Update(seminar) 1994 MRA Candidate's Report Writing Workshop 1992 Persuasive Narrative Report Writing with Exam 1992 REA HA Advanced Topics in Income Property Appraisal 1991 Professional Practice with Exam 1984 Appraising Small Income Property(seminar) t9,82 Appraising the Condominium Unit(seminar) 1982 Introduction to Real Estate Appraisal The_Orleans Conservation Trust: 2014 Sustainable Erosion Control:Is it Possible?by Jim O'Connell,Coastal Geologist(Lecture) Society of Real Estate Appraisers: 1.990 Course lol:An Introduction to Appraising Real Property(challenge exam) 1989 Course 413:Standards of Professional Practice The'Center for Advanced Property Economics: bW Promises&Pitfalls:The New Pension Act's Valuation Provisions and You(Web Seminar) Employee Relocation Council(Worldwide ERC): 2o'07 Worldwide ERC Relocation Appraisal Training Program ' National Association of Real Estate Appraisers: 1987 Fundamentals of Real Estate Appraisal 1987 Residential Construction Basics f Massachusetts Department of Revenue: 1993 Assessment Administration:Law,-Procedures;Valuation - i989 Affordable Housing Clinic international Association Assessing Officers: 1995 Workshop on Contaminated Property:Issues in Technology, Policy,Appraisal,and Investment Massachusetts Office on Disability: 1997 MA Architectural Access Board (AAB) Changes and Parity with the Americans with Disabilities Act (seminar) 1995 Title III of the ADA and regulations of the MA AAB 1995 Community Access Monitor Training 1995 Handicap Parking Monitor Training BUSINESS EXPERIENCE Owner, Linda Coneen,MRA,SRA Real Estate Appraiser 2016-present . . Founding Partner,Owner, and Principal, Cape Cod&Islands Appraisal Group,LLP 1983-2016 Residential and commercial real estate sales,1,980-1981 Financial Planner and Stock Broker: Registered Representative of National Association of Securities Dealers. Series 7 and Series 63(inactive) COURSE INSTRUCTOR Massachusetts Real Estate Licensing Law,Sullivan Real Estate School Course Instructor,lol Course,Massachusetts Board of Real Estate Appraisers,approved 1994 ASSOCIATE MEMBERSHIPS Massachusetts Real Estate Broker, Registration Number 251947(inactive) Massachusetts Association of Assessing Officers,member 1992-1995 RTC Registered; Boston HUD Office.Roster, Registered Year 2000—present(with exam) Registration#MA 214 also qualified to prepare Reverse Mortgage appraisals for the H EMC program Appraisal Institute Minority and Women Directory of Real Estate Appraisers,2000-present MA Community Access Monitor,1995(qualified to conduct ADA Building Surveys) 'PUBLISHED ARTICLES AND SPEAKING ENGAGEMENTS "Regression Analysis and Unbuildable Land", Spring 1995;Greater Boston Chapter of the Appraisal Institute Newsletter iew from the Cape:Looking Ahead to the Spring Markets",April 8,2005,New England Real Estate Journal "View from the Cape: zo Things They Never Taught You in Appraisal School"'June 2oo6, New England Real Estate Journal "View from the Cape: The Appraisal of Undevelopable Land",July 2oo6, New England Real Estate Journal EXPERT WITNESS TESTIMONY Barnstable Probate and Family Court Barnstable Superior Court M Massachusetts Tax Appellate Court United States Bankruptcy Court:Southern District of Florida United States Bankruptcy Court: Massachusetts District Internal Revenue Service Appeals Board Suffolk County Probate and Family Court Orleans District Court Middlesex Probate and Family Court Commonwealth of Massachusetts Land Court:Trial Court 6th '..Circuit Court of Florida AFFILIATIONS ; Harwich House,Assisted Living Facility,Board of Trustees,2014-present;Chairman 2o16-present Massachusetts Board of Real Estate Appraisers,Board of Trustees,Term#1 20o8-2oio,Term#z 2011-2013 Massachusetts Board of Real Estate Appraisers,Communications Committee,2007 Appraisal Institute,Valuation&Litigation Services Shared Interest Group,20o6-present Rehabilitation Hospital of Cape Cod,Steering Committee member,1995-1996 Sandwich Co-operative Bank Community Advisory Board member,1995-1999 brleans Commission on Disability, Secretary 1998; member 1998-20oo; affiliate 1995-1997; Chairman, ADA Compliance for Architects and Builders seminar,1996 Orleans Rotary Club, member 1988-1996, Board of'Directors 1993-1994, Newsletter Editor 1989-1992, Attendance Chairman 1992, Membership Committee Chairman 1993-1994, Publicity,Committee Chairman 1994, Fundraising Committee 1990 1995, Rotary Information Committee Chairman 1995, Nominating Committee 1995 New England Chapter Appraisal Institute,SRA Experience Review Committee,1995 Board of Assessors,Town of Orleans,member 1992-1995;Chairman i994-1995 :Town of Orleans Housing Task Force(Affordable Housing),member 1991 Orleans Chamber of Commerce, member since i98i, Secretary 1982, Vice President 1984-i987, Board of 'Directors 198i-199o, Beautification Commission Chairman 1984-1989, Program Chairman 1983-1986. Nauset Business and Professional Women of Lower Cape Cod, member i981-1990, President 1986-1987,' .. Board of Directors i983-1988,Newsletter Editor 1983-1985, Program Chairman 1984. AWARDS `Cape Cod Women's Organization,Woman of the Year Nominee,1985 Cape Cod Business Journal,Young Business Person of.the Year,i988 Who's Who in Executives and Professionals,1995-present National Registry of Who's Who,i999-present U$° i t ROA a w z ... ... t Z 4 — U J e , ✓ t � Z '� �."far sY; rr J p � lS, X1125 =4t?2 s 2� a3% ��3y � 4 rr �°F� Sa v3 ... .,°q3 i ti Yh. " _.._._. .._ ...._...... ._ _.. .._.,sue' .... 1 JULIAA LEE, REAL ESTATE APPRAISER Office of Linda Coneen, MRA, SRA 95 Rayber Road, Orleans, Massachusetts 02653 508-255-4241.office — 508-737-7684 cell 508-255-6837 fax julialeeappraiser@gmail.com QUALIFICATIONS OF JULIA,A LEE RESIDENTIAL APPRAISER TRAINEE _ Office of Linda Coneen, MRA, SRA 95 Rayber Road -Orleans, MA 02653 ,201,6-present 2012-2013 ,PROFESSIONAL DESIGNATIONS Microsoft Certified Systems Administrator, MCSA#3360526, zoos LICENSE Massachusetts Real Estate Appraiser Trainee License#103528 Expires 10 1 /201T EDUCATION University of Maryland, College Park, MD, Bachelor of Arts Degree, Psychology/Archaeology,1g95 Appraisal Institute: Residential Report Writing&Case Studies(with exam) 01:7. Residential Site Valuation&Cost Approach(with exam) 2017 Real Estate Finance, Statistics, and Valuation Modeling(with exam), z017. Residential Sales Comparison and Income Approaches(with exam) 2017 Basic Appraisal Procedures(with exam) 2016 Basic Appraisal Principles(with exam) 2oi6- Uniform Standards of Professional Appraisal Practice 7hr Update 2o16-2017 2o16 Supervisory Appraiser/Trainee Appraiser Course f Massachusetts Board of Real Estate Appraisers: 2013 Residential Market Analysis& Highest and Best Use(with exam) 2012 Basic Appraisal Procedures(with exam) 2012 Uniform Standards of Professional Appraisal Practice(with exam) - 2012 Basic Appraisal Principles(with exam) PROFESSIONAL EXPERIENCE Residential Appraiser Trainee,Office of Linda Coneen, MRA, SRA,2o16-present Residential Appraiser Trainee, Cape Cod& Islands Appraisal Group, LLP, 2012-2013 Network Systems Administrator, Help Desk Manager, Outer Cape Health Services, 2013-2o16 Network Systems Administrator, Cape Cod Academy, Osterville, MA 2002—2012 Quality Assurance and Software Development, Intramedia, Hyannis, MA 1999-2002 Exchange and Windows Server Administrator, Ciena Corporation, MD 1997—1999 Eii•<igation.Technical Support, Forensic Technologies,Annapolis, MD 1996-1997 Trainer—.Help Desk Tech Support, GE Information Services, Rockville, MD 1995-1996 Real Estate:Sales— Personal Assistant to Broker, Upper Marlboro, MD, 1993-1995 PROFESSIONAL MEMBERSHIPS Appraisal Institute, Practicing Affiliate,since 2012 Massachusetts Board of Real Estate Appraisers,Trainee Member,since 2012 TECHNICAL COURSES—CONTINUING EDUCATION Microsoft Exchange Server 201o, Boston University CE Center,Wareham, MA Microsoft Windows Server 2oo8, Boston University CE Center,Wareham, MA Microsoft Exchange Server 2003, Boston University CE Center,Wareham, MA Microsoft Windows 7, Boston University CE Center,Wareham, MA Wireless Security&Administration, Boston University CE Center,Wareham, MA VMWare,Training Center, Lexington, MA Mi.crosoft'Access Database Development, Cape Cod Community College, Hyannis, MA Filemaker Pro Database Development, Intramedia, Hyannis, MA Advanced,Crystal Reports Development, Boston, MA Te.chEd 2010, New Orleans, LA l SOFTWARE DEVELOPMENT Real Estate Appraisal Business Management Software and Database Development Website Development ,PUBLISHED ARTICLES Featured HP ProCurve Case Study, Cape Cod Academy, 20o6 EDUCATIONAL AFFILIATIONS&AWARDS Psi Chi Honor Society, University of Maryland, 1993-1995 Golden Key Honor Society, University of Maryland 1993-1995 Dean's List, University of Maryland, College Park, MD,1993-1995 _C6NiC # iW. AIWTli Cif SACHcTTr EA E sTATE•APIPRA15EIr A kt E�STATErpA�gPPRAh(igBA 'fI E . • f ::tA;TN������ °kbJS1'YRa4I'lrGwSVWG:Tk+' � S`�T Y;. ji LEE y sy a y � a F. �t Town of rKMBar'nstae4q 11C11I1 fr A: - ued°=Flans Mus#.b'eReLam` c�n`lob:and this,Gard Must be"Ke t ,.. P4st.; has That I#if Visi4 Frorrr h��>tree .Appro _ed p, S �+9 1 I=1 . ,i n H s-6eenllfiader '2 Posted Unti Fina nspect o a .. IF 5 163Q ti° :> -�. h?..2 '�}'..t xr .� *_ 3, yr.Fz .<...`i .. -t t ;�,.:;r�.� .,,.<^;. .x' is ., SP_ ye - er a eit fj e< # - ane, ,�s R oir'ed §uc �Bu+td�n shall Not b'Qccu ie,L!sur tct a Final`Ins ect on has been made >. ar =�W e G ! fat #.l pP t„Y_ eq.. .e g. p p e ?'..,wz� ..✓.�" s ,`, F t :ysa..,''a"�.:,:: .".x;:-s -.,"•2,.. , :zu". .,,;,a° a Perm it<N0 B-17 2777 "" Applicant Name GEORGE MOUDOURIS . Approvals. --- Date issued 09/28/2017 Current Use Structure 8 Foundation: Perm it_Type `Building-Addition/Alteration-Residential _.Expiration Oate. ` 03/28/201 Location:: 43'ISLAND VIEW ROAD, H:YANNIS. Map/Lot: 325-178 Zoning District: RB Sheathing: Owner on Record: FALLON,JOHN 3 Contractor Name� GEORGE MOUDOURIS Framing: 1 �l�iv��-7 kContractor License CS-066290 Address: 39 HU DSO N'ST. ". .. 2 SOMERVILLE, MA 02143. Est Project Cost: $90,000.00 Chimney: ( , Description: SCREENED PORCH/3 SEASON ROOM/ROOF DECK i Permlt Fee: $509.00 Insulation: ) fee Paid $509.00 i Project Review Req: NOT SUBSTANTIAL IMPROVEMENT gg Date 9/28/2017 anal: Plumbing/Gas Rough Plumbing: s Vt/ 1� ' ,Builclin Official �- g Final Plumbing: This permit shall be deemed abandoned and invalid unless he work authonzed by�this permit is commenced within six monthsafter issuance. Rough Gas: V"s, All work authorized by this permit shall conform'to the approved application and the;approved construction documents for=which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures*Shall be in compliance with the local zoning by�faws and codes. This,permit shall be displayed in a location clearly visible from;access street orjroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. �r Electrical s p . . Service: The Certificate'of.Occupancy Will not be,-issued ontil.alhapplicable signatures by�the Building and,F a Offici Is are provided onthis permit. Minimum of Five Call Inspections Required for All Construction Work: � � Rough: - 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed . 4.`�!iring&Plumbing Inspectionsto be completed priorto Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.1: sulation 7.`Final Inspection before Occupancy Low Voltage Final: Health :,Where applicable;separate permits are required for Electrical,Plumbing,and Mechanical Installations.: . Work shall,not.proceed until the Inspector has approved the various stages of construction Final " ors'- v ss to fhe rant fund as""set forth`in MGL c.142A it Department Fire Persons.,contraaeting:with gist Ted,Contract " do..n..otha. a acce gua y. ( ) r F.Building plans are to be available on site. .. mal. All ftrmit:Cards are the property of the APPLICANT-ISSUED RECIPIENT -�-, VOWN OF BARNSTABLE BUILDING PERMIT APPLICATION S jam" Map Parcel Application # - I &U 7 Health Division, Date Issued Z 8 Conservation Division Application Fee r 5 Planning Dept. Permit Fee `�t( UG Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1 !�L &kI t> v Lb Qo AT,) Village K 1 S �1 Owner�.1; ��_fALL10" Address !' S I. �� �/`1 LU �OM Telephone Permit Request 56 P-CCN 16-0 ` Q V-C S® 1LJ fie O Square feet: 1 st floor: existing 4Lproposed 2nd floor: existing C proposed Total new&q ' Zoning District Flood Plain r- i Groundwater Overlay Project Valuation e0l Construction Type Lot Size Grandfathered: Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) '— Number of Baths: Full: existing v►�c>' new Half: existing new Number of Bedrooms: .3 existing Znew Total Room Count (no7Gas inluding baths): existing _ new �O First Floor Room Count Heat Type and Fuel: ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ®�� No Fireplaces: Existing'^0- New 0® Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: O Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 0 Cn rn Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use G� APPLICANT INFORMATION (BUILDS OR HOMEOWNER) Name di�w+U t% Telephone Numbe Address 12--- License#v�'" Q b v Home Improvement Contractor# ( G Email Q�CMSJMTWU G P94L, Worker's Compensation #6+UQ-26-2-too"--1 -7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE c DATE 9 1'7 I FOR OFFICIAL USE ONLY APPLICATION # / k DATE ISSUED 6A MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. YR M!1e),.! H! V 94 k9 ti.9 tL k Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)...................................................................................................................110 mph WindExposure Category.......................................................................................................................... 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ Z- stories :5 2 stories Roof Pitch ..........................................................................(Fig 2) .......*: ........_Zy//z S 12:12 -D&VL MeanRoof Height ..............................................................(Fig 2)................. 9_ft 533' ✓ BuildingWidth,W...............................................................(Fig 3)..' :5 ft 80' Building Length.L ..............................................................(Fig 3)..................................................L _aft 5 80' Building Aspect Ratio(UW) .............................................. (Fig 4).................................................4 -5 3:1 7Nominal Height of Tallest Opening ...................................(Fig 4)................................................ 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...............................................................................................:.............................. 91 6V 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. -,v1A Bolt Spacing from endfjoint of plate ............................(Fig 5)....................................._in.:S 6"-12' 4A Bolt Embedment-concrete.........................................(Fig 5).................................................—in.a 7" kl,6 Bolt Embedment-masonry.........................................(Fig 5)............................................_in.a 15' N14 PlateWasher................................................................(Fig 5)...............................................a 3"x 3"x Y4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. C7 ft S 12, Full Height Wall Studs at Floor Openings less than Tfrom Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... —ft scl ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... —ft :5d ✓ FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type . ......­(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2),�d nails at-(,min edge/ 12-infield 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... 4 ft 5 10, ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... 9 ft S 20' 771 Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in.:524"o.c. Wall Story Offsets ........................................................(Figs 7 8,8)............................................ 0 ft :5d 7" 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ft in. Non-Loadbearing walls................................................(Table 5)..............................2x—Q-, - L ft 9'in. Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................._It 2:W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ftzo.gW 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ Double Top Plate Splice Length .......................................................(Fig 13 and Table 6)..................................... ft ✓ Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... A JV('4"t'llide it, 41"Vo d I;-Ili­*io;I ill J I l"h H hid 11);njo h 111'it Id Zone Vie` assachuset"'s ";Cddk� Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)........................................................ 7- ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................Lft in.:911' Sill Plate Spans ........................................................(Table 9).................................. I ft in.5 11' .71 Full Height Studs(no.of studs)...................................(Table 9)........................................................ 3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. 2p_ ft=in.s 12' Sill Plate Spans...........................................................(Table 9)..................................X ft=in.s 12" ✓ Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W V:5 VIV Nominal Height of Tallest Opening2 ..............................................................................41� SheathingType..............................................(note 4)...................................................... _Z'P ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................_la, in. Field Nail Spacing..........................................(Table 10)................................................. I z in. ✓ Shear Connection(no.of 16d common nails)(Table 10)............................. .................... Percent Full-Height Sheathing..............:........(Table 10)....................................................61 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Openin92........................................................................(-V5 6-8- ✓ SheathingType..............................................(note 4)....................................................._ _'2'? 71 Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)........................................................-M Percent Full-Height Sheathing.......................(Table 11)....................................................L5LYo 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Rated for Wind -Z SA ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............. —ft.19 smaller of 2'or U3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)........................................ U= plf P/A Lateral.............................................(Table 12).............................................L=_Of LA Shear................................................(Table 12)............................................S= pif 1_1A Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..................***...*....***T=—Of —IA- Gable Rake Outlooker............................0............(Figure 20).............. fts smaller of 2'or U2 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)............ ctw Roof Sheathing Thickness........................................................................................._in.a 7/16"WSP Roof Sheathing Fastening.,.........................................(Table 2).......................................................... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirely 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 a. Comer Stud Hold Downs per Figure 18a 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. 143'C Gttirtc to K'nuri tr-nctir,i; in 11i L H'iml. ;•ru.i: 1•'11 r;rpir Wind Zone Massachusetts '11Z'€:kfist .pit - C780r it53111.'.1.1)i 4. a. From Table 10 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 7116"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 figure below:Vertical and Horizontal Nailing for Panel Attachment +mminaeacemU trrasmnu�axrta �r• -� -- 13 ii 8a IS r r� } 1 �OIBILB� •-•- � NAY WMCSJfi 1 , t I 1 1 i 1 I 1 ♦, PAWRM- jj's � j��-•• I • :/J�','ic.tc.• �M%D ,'fo�r�:•ri�- N4a•ra� VE r°�ti Town of Barnstable Conservation-Commission. RAMST "M 200 Main Street ZdAMMM 1 . 6. Hyannis Massachusetts 02601 Office: 508-862-4093 FVD FAX: 508-798-2412 4 2011 L)J Permit No. SA,RNSTABLE CC?INSERV.=\i!0i,,J Statement of Applicant/Applicant's Agent upon Obtaining a Building Permit Application Signoff from the Barnstable Conservation Division I fully understand that although I have-obtained a signoff on the Building Permit Application for my project,site work may not begin under the.Order of Conditions until the following requirements(from Section II of the Order of Conditions)have been met: Not Met Met ❑ 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, �Y General Condition number 9(recording requirement)on page 4 shall be complied with. - -Must be met prior to sign-off. ❑ ❑ 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are yvi gli rc provide copies of theOrder of Conditions and approved plans(and an proved revisio s thereof)to pro ctors prior to the start of work. Barnstable Conservation Co Sion Forms A and B shall be co leted and re ed to the Commission Jor to the start of work ❑ ❑ 3. General Condition 10 on page 5(sign requirement)shall be complied with. ❑ ❑ 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. ❑ ❑ 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. C01A L46"S ❑ ❑ 6. Staked strawbale)backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. ❑ ❑ 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground(or bottom of the photographs. o 20l Applicant or Applicant's Agent Signature Dat Company Name Phone# c�0 �^ �L OOu�� lov Print Name E-mail address 11 a. q:fomis:bldsignoff Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr•UctibnSi Pe,rvisor CS-066290 EXpires: 07112/2019 r GEORGE MOUDOURIS 12 ATHENS WAY WEST YARMOUTH MA t02673 NZ d1 Commissioner CL . lJ ll,G' Tr(y)7I/III.NIZC(leC7Ll�L P���r'�CC:I9CGC�CI.A(.'�f i = � Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Comaoration I� �' .Registration_ Expiration �l 08/24/2019 MOUDOURIS CONSTRUCTION INC GEORGE M.MOUDOURIS �` � 12 ATHENS WAY W.YARMOUTH,MA 02673 Undersecretary: c 1 t IT Z-Z CaMurONIV aWt of-Vanachrrsett5. -� .t�epazk�eut a,�';f�r�strial�cc�de�rt� l� ce afrmrgafians r 690 Washington&reef Baston MA 02111 4 s►��v�umasgevfiiia VVr Turkers' Campens3fiimmlumiomme kffirfixwf-Budldex-lCuniracigrsMec€acians(Phmihers , AppHzant Infcwmaf oJa U�, '� �'1��� Please Fig t Le. Name Ad&ess: O r- -V 1 P,hanod-' 4? ae} employer?Checkthe apprapriate bar TF e of project(required): L I ama employer with ❑I am a geaeza coni$ctor and I 6- ❑New constmuftc a employees(fi-d an&br part-time)-* imve hired the sub-cont cfos 2.❑I am a sole proprietoF orpautner- listed on the afached sheet. 7r_ ❑Remodeling Theseh-coa2rac4ors have Shp sad fame no employees 8_ ❑Demalifioa w a fnxmm in emplayeess aadhace Worimrs' �b � � 9. ❑B.nildiag addifiorr. [NO wpdmrs' caIILp_ila a comp_MSMM rt; - 7 . 5- ❑ We are a-corporafion.and ifs 10,❑Eleorical repairs•or adc9fims 3_Ellamahomeowner doing a1I work offcershave exercised fhesr 1L❑F€uatbsngrepais or auditions. 1_..❑ et£ tinkers, right of exempfion per MGI. � mFs �o - c.152, I �}, andtgefiaven:o Rr?ofregairs finmrance retn ired j[ t h employees-LNowoAess' 13_❑fltbet carp_insar r-'a MTxire&1 `AmYePPti�tBsatchec3�6az lma.talsofiIlaa� se�tiauh�iowshn�agtiieawo3ces'gyp nupoyeyirdnamsaom� HdMV:V aeMWhOS&MitdesXTida«iteratingtb--yue•do-ingOwoacanddimbf--autsidecaatmctarsamstsmbmitancuraffidxtkdicstkosach ZCaalmcto *ztdkcicil1s box mastattadved=additiffial shut shawingtLenameof&asnb-camtsctDm=d5ws !whadwrarnottfnseaidtinbrm e pla}ees.Ifthesah-c=bxct e$Iuve empIofe?-%tfieym¢stpmt••ide thenr scar,,,'gyp.pahcy aumbm f arrt ara emprm.wr ffiatisprmidbW warkers'caarperesdimi irrsrirarras,jbr arty enTE4,ees $etnmv is tltepaSky rrrzd jab srte irt,jorrrtattar:_ '/) (� � Insuonce:CompanyIN-=g: •Policy�or Self irm Uc- 2 ��O �-� I apistroaDate: Job Tife-Addr=4 J � i`� � Cifytsta a/4p- —4��� Attach a copy of the warnerse compensationpolicp-decZarafion page(shoving the poRcy number and ezph-Aon date). Failure to secure covenige as requirednade:r Section 25A of MW-c 152 c-aa lead to the imposstiou of criminal penalt%es of a fine up to,$J,506.0a anNor one-Dear imprisonment,as w- 11 as cif penalties a the farm of a STOP WORK ORDERand a fne of up to$2510Q a day against the violator_ Be achised#haf a copy*of this statement.rnay.be fary nded to.the OfEm of Inestsgatiom of the DIA.for I-M si lMmce•coverage vadfiu on I rta Irereiay c Harder di prams arrd par a;gery iiiatfits irrfartrut#iou pratrTed ab 7&u artd arrrectDate_ -o Phone iF L'4" �k-7-79 � ' OVM ! • QoZdid use ranFy. Da uat Write in t dS XLW,for be ctrftsgieted by r4 artanMt nJ57ciel 04 or Town: PerndtlLicense# Bsuing Aufho-ri'3'(cucleone): L Board of IrZdtfi Su€Tding Peparfinent 3.City1rown Clerk 4 Electrical Inspector 5.Phimbing]erector 6.Othtrr Conact Person: Thorne#`- -- 6 Information and fnstrue ons C,==-Bl Laws cbaptcr M rues an ezop°Y=to I da Wolkme cupeasatm for•fbea employees- pmsa�this sty,�Mgl&T=is defined as.`�.everypersoa in$�e service of another�det any °f i cmprmss or implied,'oral or wrhmnf asso�oa,coxporajion or other Iegal edify,or any two or more An�SPIDY�is d�fined as-m mcliviffimL pm n�, ea,or 91e of the foregoing ina Jomt fie,andmclodmgthe Iegal=ese�es of a dEceased employ associaf=or other Iegal.entiiy,MgAoymg CplDY= - However fhe recelm or tnustes of an undrvid P or thm o offnc- ownex of a dwelImg house bavmg not mare t3nee aparEmeafs and-who resides therein, dwaIImg h atouse of m W who employs pawns to do.mait ce,ca msEac_ti on or repair w[�on such dweIIing house or on the grotmds or bui7dmg apFt�a<a�ti=tD sbaUnotbmsusz of such employmemtbe d" edto be an Employee MGL captrrr 152,§25C{6)also sues that¢evexysfafm'or IoealHcendug agency-shallwifiibold ffie issuance ar renewal of a'cerise or permit to operate a Tjudness or to construct bu7dngs k the commonwealth for any applic-antwho has notprodnerd acceptable avgeum of compHa =whin thm imuranra.roveragereqused." Additionally.M TC fga ISZ,§25 siail-s fiTeif er thr-conanonw-calth.nor gay ofits poIiiical subdivisions shall �;n� any coatrad for-[�pmfD=mc6 ofpubho wadc�I acceptable evid�oce of compIianccw>th size insur'�ce. rmfmreramf�of tbi diaptex bave hem p=emt�d to fie car�ardng.anthol[ty." Applir�ats .' . Phase fal o_ot the worker'comPensaiion affidavit comple mr by cbmidng ih.e boxrs fa±apply to you Simi Cn and, nmessaor,sWPly nam(--ts), addresses)andphmmmrmber(s)slongwrththcir certIffc8tr-(s)of awes orLi�dLiabilityP s(LLP)withno�loyce<s Other than the ;,,cr�ce_ Liaaif�dLiabn�"yCamP (LLB ;r,em�ce. If anL7,CorLLP does have members orparine�are not rbgU Mdto cagy co¢apensafnon rmPTDyees,a.PolicyiSrequired. Beadvisedtbat this afdaYitmaybesnbmittt--dta the;DepaztmentOflndnsttial Aeeidems for confirmation of insmmce coverage Also lre sure:to sign and date ate zMazVjt. The;affidavit should bereirmed to fie city or town that the a0lica5on for fie pest or license is being re;qu�not the D ppa rtmef of LnAnstial A-od 1�,t;. Shonldyon Have any gnestions regarding th.e law or ifyon am rcquft ed to obtain a W"k=' _ connpensafionpofiey,phase caII fie Depar�.e�at the unlnbe2listed.belovT Self-insr�d campanzes should��r their self-ins ance licensc uumbea an the pro e Iirze, City or Town Officials _ Please be sire that the affidavit is coraple im andprinfed.IegHy. The:Dcpartmeathas pravided a space at the bottom ` of the affida-eit for youb fill ord intha event the Office oflnvesd�ftrn•�has to co�acty°aregardmgffie applicant P leas a be sure to f'Il in the peillicense mrnber which wM be rimed as a refm- mce mnobes In addition,an aPplicant that most subm�MaDb iple pCMibUC use:apPaCa ions in any given yew,need only sabmit one affidavit indica g r R:t p ol cv i af omation_[nf ma un y)and der°Tob Scte chime$e applicant should write"aII locatli:ns n i CcEY or "A awn) copy of tjm-affidaviff�has beea of cially�p ed edhyfhe city or town may be provided to the applicant as prooftbat a vflid affidavit is on f E[c for for pemaiis or ficenses. Ancw affidavitrmtst be fIled out 6arh aliceose or e�itnotzelat�edto miybusiness or mmmei vial year.Where a home owner or cif is obta�g p this affidavit (.D.a dog li=mmorpemittnb mIe: M e#�.)saidpeasmisNOT ze�dtD cD loplan The Office of investigaiiffis woIIld Ike to thank an p iM a&Mce far your coope 26=and shavld.yov.have any gaest«s, please do nothesfiato to givens a call Thegepartmmes address,trlePhone mddfaxcamber: y C0-MMMTmIft Of Iasaah ' fc��� g�tZoa� MA RI II T(�1.:'G17-' 9QG�t 4-06 or 14771IA 3E Fax 617727774-Q IZeviscd424--07 mass ��a ~ f � F k CAI, 01D, John K. Fallon 43 Island View Rd Hyannis MA. 02601 774-368-0000 capecodhome0comcast.net 8/31/2017 To whom it may concern, Mr. George Moudouris of Moudouris Construction is authorized to act on behalf of the Fallon Family, the current owners of 43 Island View Rd Hyannis MA. 02601 for the purpose of obtaining all necessary permits and for the purpose of constructing the addition we have hired Moudouris Construction to build at our property located at 43 Island View Rd. Hyannis MA. 02601. Respectfully; John Fallon 43 Island View Rd Hyannis MA. 02601 MACINNES CONSULTING, LLC PO Box 1182, East Sandwich, MA 02537 (508)274-2091 shawn@macinnesconsulting.com August 20, 2017 Amanda-Clare Cunningham AMPM Design PO Box 586 Wes Dennis, MA 02670 RE: Foundation Design Proposed Addition 43 Island View Road South Yarmouth, MA 02664 Dear Ms. Cunningham, This letter is in reference to the foundation design for the proposed addition as specified on the plans"43 Island View, Fallon Residence" By AMPM Design, dated February 28, 2018. The contractor shall install 12"diameter sonotube concrete piers spaced as shown and specified on sheet A-4 in order to meet the requirements of the State Building Code and the 110 MPH Exposure B Wood Frame Construction Manual. Please contact Macinnes Consulting if you have any questions or require additional information. Sincerely, r . . SHAWN MacINNES �q o A1328 Shawn Macinnes, P.E. License#41328 Project:43 Island View age Shawn Maclnnes,PE / Maclnnes Consulting,LLC PO BOX 1182 of East Sandwich,MA 02537 StruCalc Version 10.0.1.4 7/24/2017 9:55:40 PM Location:1st Floor Exterior Beam Multi-Span Floor Beam [2015 International Building Code(2012 NDS)j 1.75 IN x 11.875 IN x 20.0 FT(10+10) 2.0E Microllam-iLevel Trus Joist Section Adequate By:44.1% Controlling Factor.Shear Location:1 st&2nd Floor Joists Floor Joist [2015 International Building Code(2012 NDS)] TJI 230/11.875-iLevel Trus Joist x 12.5 FT @ 16 O.C. Section Adequate By:131.3% Controlling Factor:End Reaction Location:2nd Floor Deck Exterior Beam Multi-Span Floor Beam [2015 International Building Code(2012 NDS)] 1.751N x 11.875 IN x 20.0 FT(10+10) 2.0E Microllam-iLevel Trus Joist Section Adequate By:44.1% Controlling Factor:Shear Location:3rd Floor Roof Deck Joists Floor Joist [2015 International Building Code(2012 NDS)] TJI 230/11.875-iLevel Trus Joist x 12.5 FT @.16 O.C. Section Adequate By:59.0% Controlling Factor:End Reaction py .SHAWN , t - o Mac.LNNES J t'��S�rpNrT a Project:43 Island View page Shawn Maclnnes,PE / Location:1st Floor Exterior Beam Maclnnes Consulting,LLC Multi-Span Floor Beam PO Box 1182 [2015 International Building Code(2012 NDS)] East Sandwich,MA 02537 1.75INx11.875INx20.0FT(10+10) 2.0E Microllam-iLevel Trus Joist Section Adequate By:44.1% StruCalc Version 10.0.1.4 7/24/2017 9:55:40 PM Controlling Factor:Shear DEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.03 IN L/3524 0.08 IN U1545 Dead Load -0.03 in 0.08 in Total Load -0.07 IN U1790 0.16 IN U766 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A @ Live Load 0 lb 1500 lb 1050 lb Dead Load -126 lb 1581 lb 1074 lb Total Load -126 lb 3081 lb 2124 lb Uplift(1.5 F.S) -276 lb 0 lb 0 Ib Bearing Length 0.00 in 2.35 in 1.62 in BEAM DATA Jam$ Center Span Length 10 It 10 ft loft AIL loft Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 0 ft 10 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Left Center Floor Live Load FLL= 40 psf 40 psf MATERIAL PROPERTIES Floor Dead Load FDL= 15 psf 40 psf 2.0E Microllam-iLevel Trus Joist Floor Tributary Width Side One TW1 = 0 ft 6 It Base Values Adjusted Floor Tributary Width Side Two TW2= 0 ft 0 ft Bending Stress: Fb= 2600 psi Fb'= 1296 psi Wall Load WALL= 0 ptf 0 plf Cd=1.00 CI=0.50 CF=1.00 BEAM LOADING Left Shear Stress: Fv= 285 psi Fv'= 285 psi Center Cd=1.00 Reduced Floor Live Load 40 psf 40 psf Total Live Load 0 pff 240 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Total Dead Load 0 pff 240 plf Comp.-L to Grain: Fc-l= 750 psi Fc--L'= 750 psi Beam Self Weight 6 pff 6 plf Controlling Moment: -3081 ft-lb Total Load 6 pff 486 plf j Over left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: 2741 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Seo'd Provided Section Modulus: 28.52 in3 41.13 in3 Area(Shear): 14.42 in2 20.78 in2 Moment of Inertia(deflection): 76.47 in4 244.21 in4 Moment: -3081 ft-lb 4443 ft-lb Shear: 2741lb 3948lb NOTES f ' Project:43 Island View page Shawn Maclnnes,PE Location:1 st&2nd Floor Joists Maclnnes Consulting,LLC Floor Joist PO Box 1182 [2015 International Building Code(2012 NDS)] East Sandwich,MA 02537 TJI 230/11.875-iLevel Trus Joist x 12.5 FT @ 16 O.C. Section Adequate By:131.3% Controlling Factor.End Reaction StruCalc Version 10.0.1.4 7/24/2017 9:55:40 PM DEFLECTIONS Center LOADING DIAGRAM Live Load 0.10 IN U1454 Dead Load 0.04 in Total Load 0.14 IN U1058 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A a Live Load 333 lb 333 lb Dead Load 125 lb 125 lb Total Load 458 lb 458 lb Bearing Length 1.75 in 3.50 in Web Stiffeners No No SUPPORT LOADS A B Live Load 250 plf 250 plf 12.5 a Dead Load 94 plf 94 plf Total Load 344 plf 344 plf I-JOIST PROPERTIES JOIST DATA Center TJI 230/11.875-iLevel Trus Joist Span Length 12.5 ft Base Values Adqusted Unbraced Length-Top 0 ft Moment Cap: Mcap= 4215 ft-lb Mcap'= 4215 ft-lb Unbraced Length-Bottom 0 ft Cd=1.00 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Vcap= 1655 lb Vcap'= 1655 lb Floor Duration Factor 1.00 Cd=1.00 JOIST LOADING Reaction A: Rcap= 1060 lb Rcap'= 1060 lb Uniform Floor Loading Center Reaction B: Rcap= 1485 lb Rcap'= 1485 lb Live Load LL= 40 psf E.I.: El= 347 Ib-in2 El'= 347 Ib-in2 Dead Load DL= 15 psf Controlling Moment: 1432 ft-lb Total Load TL= 55 psf TL Adj.For Joist Spacing wT= 73.3 plf � 6.25 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: 458 lb At left support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Rec'd Provided E.I.: 118 in2-lb E6 347 in2-lb xE6 Moment: 1432 ft-lb 4215 ft-lb Shear: 458 lb 1655 lb NOTES i Project 43 Island View wee Shawn Maclnnes,PE _ Location:2nd Floor Deck Exterior Beam Maclnnes Consulting,LLC Multi-Span Floor Beam PO Box 1182 or [2015 International Building Code(2012 NDS)] East Sandwich,MA 02537 1.75 IN x 11.875 IN x 20.0 FT(10+10) 2.0E Microllam-iLevel Trus Joist Section Adequate By:44.1%u StruCalc Version 10.0.1.4 7/24/2017 9:55:40 PM Controlling Factor.Shear DEFLECTIONS Let Center LOADING DIAGRAM Live Load -0.03 IN U3524 0.08 IN U1545 Dead Load -0.03 in 0.08 in Total Load -0.07 IN L/1790 0.16 IN U766 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A $ Live Load 0 lb 1500 lb 1050 lb Dead Load -126 lb 1581 lb 1074 lb Total Load -126 lb 3081 lb 2124 lb Uplift(1.5 F.S) -276 lb 0 lb 0 lb Bearing Length 0.00 in 2.35 in 1.62 in BEAM DATA Lgg Center AL Span Length 10 ft 10 ft loft loft Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 0 It 10 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING � Center Floor Live Load FLL= 40 psf 40 psf MATERIAL PROPERTIES Floor Dead Load FDL= 15 psf 40 psf 2.0E Microllam-iLevel Trus Joist Floor Tributary Width Side One TW 1 = 0 It 6 It Base Values Adjusted Floor Tributary Width Side Two TW2= 0 ft 0 ft Bending Stress: Fb= 2600 psi Fb'= 1296 psi Wall Load WALL= 0 plf 0 plf Cd=1.00 C1=0.50 CF=1.00 BEAM LOADING Left Center Shear Stress: Fv= 285 psi Fv'= 285 psi Reduced Floor Live Load 40 psf 40 psf Cd=1.00 Total Live Load 0 pff 240 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Total Dead Load 0 pff 240 plf Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Beam Self Weight 6 plf 6 plf Controlling Moment: -3081 ft-lb Total Load 6 pff 486 pif Over left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: 2741 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Read Provided Section Modulus: 28.52 in3 41.13 in3 Area(Shear): 14.42 in2 20.78 in2 Moment of Inertia(deflection): 76.47.in4 244.21 in4 Moment: -3081 ft-lb 4443 ft-lb Shear: 2741lb 3948lb NOTES Project:43 Island View aaee Shawn Maclnnes,PE / Location:3rd Floor Roof Deck Joists Maclnnes Consulting,LLC Floor Joist PO Box 1182 or [2015 International Building Code(2012 NDS)] East Sandwich,MA 02537 TJI 230/11.875-iLevel Trus Joist x 12.5 FT @ 16 O.C. Section Adequate By:59.0% Controlling Factor.End Reaction StruCalc Version 10.0.1.4 7/24/2017 9:55:40 PM DEFLECTIONS Center LOADING DIAGRAM Live Load 0.10 IN U1454 Dead Load 0.10 in Total Load 0.21 IN U727 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A 5. Live Load 333 .lb 333 lb Dead Load 333 lb 333 lb Total Load 666 lb 666 lb Bearing Length 1.75 in 3.50 in Web Stiffeners No No SUPPORT LOADS A [ Live Load 250 pH 250 plf 12.5 k Dead Load 250 pff 250 plf Total Load 500 plf 500 plf I-JOIST PROPERTIES JOIST DATA Centel: TJI 230 111.875-iLevel Trus Joist Span Length 12.5 ft Base Values Adjusted Unbraced Length-Top 0 ft Moment Cap: Mcap= 4215 ft-lb Mcap'= 4215 ft-lb Unbraced Length-Bottom 0 ft Cd=1.00 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Vcap= 1655 lb Vcap'= 1655 lb Floor Duration Factor 1.00 Cd=1.00 JOIST LOADING Reaction A: Reap= 1060 lb Rcap'= 1060 lb Uniform Floor Loading Center Reaction B: Rcap= 1485 lb Rcap'= 1485 lb Live Load LL= 40 psf E.I.: El= 347 Ib-in2 El'= 347 Ib-in2 Dead Load DL= 40 psf = Controlling Moment: 2083 ft-lb Total Load TL 80psf 6.25 Ft from left support of span 3(Right Span) TL Adj.For Joist Spacing wT= 106.7 plf Created by combining all dead and live loads. Controlling Shear: 667lb At left support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E.l.: 172 in2-lb E6 347 in2-lb xE6 Moment: 2083 ft-lb 4215 ft-lb Shear: 667lb 1655 lb NOTES Town of Barnstable fHE Regulatory Services OF Ip� 1% Thomas F.Geiler,DirectorF;r°j, E .. Building Division M^� Tom Perry,Building Commissioner ; a i6;9. ♦0 ArE p Mp'l 6 200 Main Street, Hyannis,MA 02601 4I r «' 32 www.town.barnstable.ma.us Office: 508-862-4038 0 - 90-6230 Approved: Fee: Permit#: �— HOME OCCUPATION REGISTRATION Date: n / / Name: /� �� FQ G L o h Phone#: 7 21`5W�V c5— Address: 1'I /'�4(/ c-/r Village: � `�'/ �J Ile - Address:of Business: Type of Business: ��� C� /"Q /��'J//�`j !� . Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation 1'? within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square.feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pickup truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: ' ��`% Date: Homeoc.doc Rev.5130103 YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1st FL., 367 Main Street, Hyannis, MA 02601 (Town Hall). DATE: — — bra WIN � w Fill in lease: p APPLICANT'S YOUR NAME: Fa 1Z, BUSINESS YOUR HOME ADDRESS: C�h '� Gv g TELEPHONE # Home Telephone Number: �— ., ,._.,. NAME..OF NEUII BUSINESS C TYPE OF BUSINESS cf11Yf1 ... THIS A HQME OCCUPATIQN YE Hate you been given appfoval from th bur din d[v�sren� X S NO' '" r -� ... When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING C;7Aut ONER'S OFFICE This indivis e f r d of any permit requirements that pertain to this type of business. oriz ii nature— COMMENTS: in 2. BOARD OF HEALTH This individual)�haeen.informedf the p mit requirements that pertain to this type of business. ,Authorize Signature COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) . This individual been,in coed of lic ing requirements.that pertain to this type of business. Authorized�Sign W C T �) (�f U l oojo CENTS: ) r ir'0 �r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3o?5— Parcel / 9 Permit# � Health Division /-a16 2�NE Date, t Date Is ued 00 Conservation Division Wis � coIre�wc� -1�'1e�Ir�`� Fee �. Tax Collector / w Treasurer ',�� Q I Cc3a.14 A f Z��(Q�cl Planning Dept. 4S � �-0,., ._19 ev•Vf a e� M O Date Definitive Plan Approved by Pla, ning Board —��� Historic-OKH Pre Perfatiion/4yannis P I Project Street Address Village d4ilA j� Owner . n1W -Fq L1_dtQ Address _3q fIVQ&bu 9) &affifalj"-'f. b T1q Telephone ((Oil) (OZ` ;— 672a ( k) + C W-1 J 3'qq Permit Request -S; Square feet: 1 st floor: existing proposed W 2nd flooFFIood =Groun Total new Estimated Project Cost �0, DO Zoning District lainer Overlay Construction Type WNA � o �Q tt Lot Size 13, V7 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family (A Two Family ❑ Multi-Family(#units) Age of Existing Structure NA Historic House: ❑Yes �No On Old King's Highway: ❑Yes A No Basement Type: [Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 46 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing A) A new a2 Half:existing new Number of Bedrooms: existing' /N/9 new J Total Room Count(not including baths):existing VA new 6�, First Floor Room Count Heat Type and Fuel: FIfGas ❑Oil ❑ Electric ❑Other F&J Central Air: ❑Yes JNo Fireplaces: Existing _ New / Existing wood/coal stove: ❑Yes ANo Detached garage:❑existing ❑new size j Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size O✓ Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name P�dl�llJ GVsj Telephone Number �aZ. ?7(00 Address U I-� `I0/ License# �2 S40 )Ck j Ivy Out U I Home Improvement Contractor# 166 2-25— Worker's Compensation# 9 S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2 FOR OFFICIAL USE ONLY _ PERMIT NO. � DATE ISSUED 'z MAP/PARCEL NO. ADDRESS - VILLAGE OWNER cs DATE OF INSPECTION: FOUNDATION / FRAME l� ✓ C — See. 1_ZO�� ± ka INSULATION 0 t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH `' FINAL GAS: ROUGH FFIINAALL i FINAL BUILDING , - DATE CLOSED OUT ASSOCIATION PLAN NO. r E y �OFTME l Town.of Barnstable BAMSTABLE, • Regulatory Services 9 MA98. g 1639. Thomas F.Geiler,Director .elFD MAC A � Building Division Pete F.DiMatteo Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 JANUARY 18, 2002 RE: 43 ISLAND VIEW ROAD, HYANNIS Dear Contractor or Property Owner: Reference: Release of Bond Enclosed please find a bond you posted against damage to a roadway during construction. .Our return of this bond indicates that a certificate of occupancy has been issued for the property.and that the Town of Barnstable has no further interest in the bond. You should return the bond to your insurance company to avoid automatic renewal at the end of its term. If you have any questions regarding this, please give me a call at (508) 862-4026. Sincerely, Angela Whelan Administrative Assistant Encl. Q:forms:bondrele i 1 P G G P G � G G G Western Surety P J G il G U G 9 f 9 F LICENSE AND PERMIT BOND For County, City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, y G Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. G 9 KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P•4 2�6 9 4�3 8 6 That we, Greater Harwich Construction Corp. of the Town of South Harwich , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a Corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee, in the amount (Valid only when a County, City,Town or Village is named as Obligee) of Three Hundred Twenty DOLLARS ($ 320 . 00 ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed for Street Permit by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances (including all amendments), pertaining to the license or permit, then this obligation to be void, other °� in in full force and effect for a period commencing on the 11 th day�of �° �`1 19 9 7 , and ending on the 11 t h day o "'a e.n W. 19 9 8 , unless renewed by continuation certificate. 13on rminated at any time by the Surety upon sending notice in writing to the Obligee and to Wmcipal, in a" the Obligee or at such other address as the Surety deems reasonable, and at the expira- �, f ' fa,'re days from the mailing of notice or as soon thereafter as permitted by applicable law, va lye tej� 4bond shall terminate and the Surety shall be relieved from any liability for any subsequent ac he Principal. 11 th day of December Gre er Har c onstruction Corp. r Principal b _ Principal Counten ed WESTATN U Y COMPANY P By ^ By R Agent President n ACKNOWLEDGMENT OF SU ETY ' F STATE OF SOUTH DAKOTA 1 (Corporate Officer) County of Minnehaha f ss f On this 11th dayof December 1997 ,before.me, the undersigned officer, personall appeared Joe P.Kirby y ,who acknowledged.himself to be the aforesaid officer of WESTERN ' r• e SURETY COMPANY,a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purpose therein contained,by signing the.:name of the corporation by himself as such officer. ; R IN WITNESS WHEREOF, I have hereunto set my hand and official seal. G S. BARNES o b NOTARY PUBLIC .� Notary Public, South Dakota SOUTH DAKOTA ry G My Commission Expires 1-22-99 Western Surety Company p yIII i e ® For 849—6-93 1-605-336-0850 G G G G ... G ACKNOWLEDGMENT OF PRINCIPAL 6 G (Individual or Partners) G STATE OF r tl r ss r D County of ' tl G tl r On this day of ,before me personally appeared G D r tl r c � r D G r G D known to me to be the individual_ described in and who executed the foregoing instrument and P D b r acknowledged to me that_he_executed the same. D My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF M as ss County of �OY�d(lC On this �� day of —0 C`2u't Zy- 09 7 ,before me, personally appeared �� �-e c�h a- t , who acknowledged himself.to be the _Lce f id t a f' of Grea-k4e f far w A c&-,.,S I ru A(&I I �"p , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires 4 ZC) Mary Public la— c r• P � P P P o C H r P G E +� G P y a c F+1 P P O ^ CQ G r V a U G n \ 0 .a � F G QI G D z zz Wlz Q� C a c a a� W P a � rn , r $y Z C� L o z z D W 04 � r 1 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL. ID 325 178 GEOBASE ID . 23965 ADDRESS 43 ISLLMD VIEW ROAD PHONE HYANNIS ZIP - LOT 179 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 51568 DESCRIPTION SINGLE FAMILY DWELLING PERMIT # 43725 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: I BOND $.00 O� ( CONSTRUCTION COSTS . $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 1: PL ; * BARNSTABIA MASS. BUILDIN DIVISION BY "�G�'. DATE ISSUED 02/08/2001 EXPIRATION DATE pp PARCEL ID 325 178 �iDI:RES8 4 ISLAND V.IFA4 1.'�a� �►' `�kI�.ONE .- ��. ZIP DEVELOPMENT DISTRICT PEW-IT 4;:7125 DRS(;MlPTTON SINGLE. FAMILY MULLNG CONTTRAGTOR C-MR TE 11A Id-H CONSI TI .— l0?x-- Departmeni Of Health.,Safety and Environmental-Services lO.i'.EI et}F'r. `h 337.90��+�, .. t. ,,BOND $,oC * HARNSTABm MASS. i639• BUILDING,DIV-ISIONi { BY DATE ISSUED d l/2 /2000 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLEY OR.SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING.CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF qY APPLICABLE SUBDIVISION RESTRICTIONS." MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: . WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE SF ARE "REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF.,000U- ELECTRICAL,PLUMBING IRED C R (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4:FINAL INSPECTION BEFORE OCCUPANCY. - POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS q y' 2 \ r } 2 2 3 ATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I Y16 2 ) WARD OF REACT iiD D. OTHER SITE PLAN REVIEW APPROVAL a+ WORK SHALL NOT CEED UN .IL PERMIT'WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON.TH1$. THE INSPECTOR HA PPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD-CAN BE ARRANGED FOR BY, VARIOUS, STAGES F CONSTRUC MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA i. ..., T,.,N.:... NOTED AB ^z ' T!ON. 4Y I I I I I I II , II � I R I I I I E I B UILDING . PER ,MIT I by r f /a \N% lea W4T,W Sw-o /a T1XN Gas er I ; �,C.Sµluccc IyP it O I 11II .. ............ r T ell lyP. 14t.�Q ;i S�c'q Flhs hY NG. I —4 li I I 7 P Q ) A I O II ui j I c -77-'JV,C: 1_ j FALLCtI RESIDENCE SCALE: �l' /=O`. APPROVED BY: DRAWN BY DATE: /a'/�� REVISED GFEATCF, HA-"WlCH CCNST f\ ;i ® F-- = f �.� axa B�,srck srl''p.G• ' ac �r�?lnTa_ _ L- I OF v 8✓tov�c,eanG sS.s�Nw e.�J�•d1�T4P i I �•I 'I �; 'it 1� I jl I I I ' { I ©� I It III 1 H3� sue: _ I `J ,�eL , OTwp�a �1W3 LASr.Mo60 r_, I fl O•�Q-®r`'L`aING W•v�w y !o-OK60 — Ij O, o I .:�^ pl NitilC AZT K3ICS 6U -i— `OOP I I I I J9 off f- i I i cor+r.sz/+ P16 'P SeG—Dc--ra,L, gycoW SEC:'l�'U FLOOR hV i I I � i SMOKE 9 ECTORE OX Ca BARNSTABLE BUILDING DEFT. .._=7 Fl�,Sl FLCOR FA C 7,� FEES/CENCE SCALE:xq_I o' APPROVED BY DRAWN B-D.I DATE: II ql i REVISED GREATER HARW[CH CONST i — �.Arm-�aING W_��✓y -0X64 Ll Ok It --- � 4 i Y�, I ¢ OUSE DORMERSNP .°to co... bA M ^vrm. l S _4 Fi! Sr FLoo� SME 3 - ��sr d f — � I 1 i o0 i !) q v�, --Till , I j q 02, -------------- OPTIO/ I Y G HOUSE DOPMEPS �;� I i 3mtK i i Vr — , -- — -- roca-nou_ — Cof�w•,� � • �'� � off;q...i'dy.$.' ' ,n Ij Le i 'A'IIW4 -- RASMENT g s I OH) j r�,C-SIil A1Gc6 I I r ���'.� � I��� �i wu.•.ey I 1 I v fi 1� 7,q I ( I I v aJ 74F --- .. Al n I a i•(O 1 v I I I 1 A .T. slk — � �'•-�-� Alf,,�`�g # € � �SEE L.kwq'!' I moo.,. ��' '�4�'r� � � `�t•45'�'�^�_ 1,..,q,q.��;; 3-00 ro O-�wpl•P 2x143 CAsomu (!1 3-0 V& 8 St6G� DOoti o� a ` C\ � � i I ��f��u �i, c I,� d �"p i iy e 1. Town of Barnstable ; Department of Health, Safety, and Environmental Services 230 South Street, P.O. Box 2430 Op 114E tpk Hyannis, MA 02601 Office: 508-862-4672 Fax: 508-778-2412 • BARNSTABLE, • y Mnss. g Qp i6;9• 'OtFp 39.�A Thomas F. Geller,Director TO: Ralph Crossen, Building Commissioner FROM: Thomas F. Geiler, Director HSES SUBJECT: Complaint Letter(Skipp Fennell) DATE: February 2, 2000 Please prepare a draft response to Mr. Fennell's complaint. Please address the following: 1) Does the fee apply to application in the pipeline at the time of the adoption of the ordinance? 2) Was Mr. Fennell's application in the pipeline before the adoption of the ordinance? 3) Did your staff tell Mr. Fennell that he would have to go to Planning to obtain an appeal form? 4) If so, why? 5) Did your staff tell Mr. Fennell he would have to go to the Planning Board to obtain an explanation of the newspaper article? 6) If so, why? TFG/]fl 00hses/fennel l.doc T INTEROFFICE MEMORANDUM TO: THODVIAS GEILOR FROM: JOHN KLIMM SUBJECT: GREATER HARWICH CONSTRUCTION CORPORATION,INC. DATE: FEBRUARY 01,2000 PLEASE REVIEW AND RESPOND TO THE ATTACHED LETTER FROM SKIP FENNELL AND INFORM ME OF RESPONSE. THANK YOU �V = 2,a 2O TOWN Or BARNSTABLE WEIGHTS AND LICENSING/ PARKING MEASURES GREATER.HARWICH CONSTRUCTION ',CORPORATION, INC. f P.O. BOX 441 SOUTH HARWICH, MA 02661' (508) 432-4360JAN; OWN OF . January 27,2000 P 1 25 Dear Sir I have been a bu.widing,c6ntraetor on the Cape for almost-twenty`years°and,have done business in.your,town many tzmes: It has-always been a pleasant experience until this last time. Several years ago,--I applied for a_permit to build a new home for a client named.John. Fallon at 43 Island View Drive. The permit.was delayed due to conservation hearings-and attendance problems until just last week when I was informed that the permit was readyr. When.I went,in to pick-up the permit,I was informed that I would have to pay an affordable housing surcharge of$I090:' My understanding of this new,fee was that it took effect on June 17 of 1.999,therefor,I questioned why I'would have to pay when ' permit was submitted long before the.origin of;the,fee. Although'I ami upset and writingtto appeal the charge,I'am.also writingto express my k dissappointment in the.unproffessional manner with'which my request'for"an appeal.was , handled. When told of the,fee,I-explained in situation and was told,that I could appeal. J then` asked for,an appeal form and'was told that'l would have to first pay the fee before an appeal, could be processed,and that'the.appeal_forms.were at the Planning,Board in the next building: I went to that building.and..was Aold that'the building department handled the appear process. I then explained,that I:had just been sent by.them here. After several-minutes of several members discussing the situation, one.person brought me a copy of the by=law and said the appeal process was'in it.and I.should, read it and-do what it says: It should be noted,that at this point, one man who had been standingin the background came up to,me'and showed me.the. section of the by-law that-stated a letter of appeal should be sent to you: 'He was very" helpful: I "regret I do not know his name A couple,'of days later;,I went to the buildng,department to pay the fee and:pickup the permit., Earlier in the day, I had read an article'in the Cape Cod Times.that stated a lawsuit had been filed`to'stop the fee and that,money was not going to be collected until April lst. There G was, in fact; a contradicting statement in the same article that said an,injunction had;been filed to. stop collection.of the fee.-Having read the article,I asked,if I still`had to pay he fee and showed the clerk,the article. She stated I did still have to pay the;fee and would have to.'go to the Planning Board to get an.explanaiion of the article. I paid the fee and left without stopping at . the Planning Board: It is my belief that the"people that work iii the'.town`.departments are paid'to be helpful. I did riot feel as though I had been helped. I also feel as though I was.passed along among . departments in an attempt to,avoid handling the issue. This is a strong indication tome that the people in these.departments are not knowledgable:of:the situation'and rattier than admit that; tried to lay tlie=responsibility:upon,someone else: The process should be made clearer and explained to those,affected. I am:not asking anything other.than for.the people to do.the job that they-are paid to ado.. ; - I will-Iook.'forWaid to.your reply as-to my•appeal and my..concerns,to making the process - smoother. Sincerely, Ski Fennell.- Greater-Harwich Const: Corp:, ol .may GREATER HARWICH CONSTRUCTION, LOT 51 ISLAND VIEW ROAD, BARNSTABLE,7MA Project Name - MARTIN E. MORAN do hereby certify that the opening(s) designed for installation in the aforementioned building will allow for the automatic equalizing of hydrostatic flood forces on exterior walls by allowing for the aut matic entry and exit of floodwater during floods up to and including the base l 00-Y'e a a flood. f 5/11/2000 N OF A4gS.S Signature Date MARTINMORAN qcs CIVIL m Title 9No.23417 0 CIVIL ENGINEER MA 23417 ��tSY PQ Type of Licence licence Number MORAN ENGINEERING, INC., 941 MAIN ST., S. HARWICH, MA 02661 \ Address PROFESSIONAL SEAL The Town of Barnstable MAM Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner MEMORANDUM TO: Thomas Geiler,Director of Health Safety and Environmental Services FROM: Ralph Crossen,Building Commissioner DATE: February 7, 2000 SUBJECT: REPORT On January 20, 2000, Philip Fennell, a builder, filed for a building permit for a new single family dwelling, at 43 Island View Rd. in Hyannis, for a Mr. John Fallon. Just about that time an article was printed in the Cape Cod Times saying that inclusionary fee collections were being suspended temporarily. The article meant the higher building permit fees,which were put on hold as you remember. Dave Palmer called that day concerned about the article and told our staff that if anyone asked about it to refer them to him. We met with Mr. Fennell this morning to ask about his letter. He claims that he filled out a building permit application in 1997, obtained some sign-offs, and Conservation took his application and held it for 3 years. We have no information on that at all. His claim essentially is this: if Conservation wrongfully held his application for a building permit for 3 years, is he grandfathered on the inclusionary fee? We are not authorized, as the ordinance is written, to make the call on this. As far as appealing the fee is concerned, yes we tell everyone if they want to appeal the fee to file with Planning. This is,the way it has been set up by Dave Palmer. For planning to send the man over here for an appeal form, if it did happen,was their error as the letter later implies: We, at this point,will await direction as to how we should handle this case. s a lMP®RTANT MESSAGE' F4or 0 A.M. Day Time 1 P.M. 0 M Of Phone FAX Area Code Number Extension MOBILE_ Area Code Number Extension Telephoned Returned your call RUSH Came to see you Please call Special attention Wants to see you Will call again- Caller on hold Message OR 'ev ®t1 Signed �lflV@ISd1 48023 < LITHO IN U.S.A. J ■ ®TES - l � Z q119 Ica Value T LIVING SPACE square feet X$55/sq. foot= 7�{ GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK 3 1,2-• square feet X$15/sq. foot OTHER square feet X$??/sq. foot= Total Estimated Project Cost 1' For Office Use Only /nc/usionarY Affordab/e Hogg nC,.,�Fee ff'Residential Commercial** ;.'roe Owner's Name ¢{Il� l4 L LO� (� . f-tl)1 �OI)ST: � P rtY Project Location 3 --L Aof A LS Project Value Permit Number �(3 7�5 "Existing Sq. Ft. "Proposed New Sq. Ft. Fee .. .- . w =Ill h. III li i'., I ,F A'PEA:CVOINDG FIS VBEACNEKN'"''„I _ 6 6GREATER HARWICH RP � „Aiii 014 — . BOX 441 j ^I - „ ,IIORILEANS MA 02653 SOUTH HARWICH,MA 026f# -- t a+�lilrill�l k , I� III;III�Ihlll,llll' ,IIII II — _ _ LI c 01/26/2000 4I II IIIIIII li rf IIIII it i In�l III ul i �� _ ��. ._ -;. I 9'�' II III IIII�I�';" Ill�lllllllllilllll(��::IIIIIIIIIIIiI,� I ��'E Illllllljillll'�"�� ._ — IIIII XPAY TO TH -E TOWN OF BARNSTABLE- 4'i'I as1,090 00 _ - --_ IIIIIrL :Illlihlllll, II"IIIII, — — - WP 40ae Thousand Ninety and 00/100sssssssssssssssessssssssssssasssssssssssssMsssssssssssssrsrss.sssssssssssssssssssss.s. DOLLARS All 0.1 I I! J I �.I..., III II.I II �II'II III IIIIIIII h,. _IIIIIII III ::�I�I�IIII Ilfr:, IIIII 4�1 II;.z�ll ,..- _ TOWN OF BARNSTABLE jl il;-' Ihu'III r l�ll�llc� 16 tills' I �II I �l , I i,� .Ipl,, I II II'II� I IIIII II t lu III I'II IIII IIIII — _ II ;,.. III :!! I I �IIl1:. ,� :Ii - I III III":` 'IIIIIII II.;IIII Ii� I''�I I... I i_,JII,III III IIIIIIII'1."�I�IIII , r _— - - - ,.: I — x ' II�I u IIII VII I .� =43 Island View Rd-Fallon I,li p 1160L456611' 1: 2LL3 ? LOMI: 89 ?000 ? 33114 d�ICQ a� 1 MASchock. tXMMIANCE. kf Ytak'C Mass+achuBetts Energy Coda • I 1?4armit. u I MAScheck Sof twar.a Vcar:ric.n I I choc•ktid by-A)ete I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM 'TYPE: Other (Non-Electric Resistance) DATE: 6-21-1999 COMPLIANCE: PASSES Required UA = 327 Your Home = 309 Area or - Cavity Cunt , Glazing/Door Perimeter R-Value R-Value U-Value UA --------------------------- 884 30.0 0.0 31 . CEILINGS ► 170 WALLS: Wood Frame, 16" O.C. 1902 11 .0 0.0 GLAZING windnwn or Wars 187 a .120 nU DOORS 18 6 U. )9U FLOORS: over Unconditioned Space 884 19.0 0.0 12 ----------------------- 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 moat ttrea requirements of the Massachusetts Eneryy 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 greater than 125% of the design load as specified in Sections 780CMR 131.0"`°and J4. ;� te ' / Builder/Designer CJ ,�.(� Da���c� �--c.,,,U r�n�s ►�-�-�- �� �'w �` _ ._ _ �.. .� r,. _ , i ! I I HOME IMPROVEMENT CONTRACTORS REGISTRATION 1 Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 HOME IMPROVEMENT CONTRACTOR _-7k Registration 100225 Expiration 06/12/00 Type - PRIVATE CORPORATION HOME IMPROVEMENT CONTRACTOR Registration 100225 GREATER HARWICH CONSTRUCTION CORP . 1 Type - PRIVATE CORPORATION Philip J . Fennell Expiration 06/12/00 . I 30 Pleasant- Bay Rd Ext GREATER HARWICH CONSTRUCTION E . Harwich MA 02645 i lip J. Fennell �`�'—° leasant Bay Rd Ezt ADMINSTRATM E. Harwich MA 02645 DEPARTMENT OF PUBLIC SAFETY 139013 ONE A HBURTON PLACE, RM 1301 ' E30STON, MA 02108-1618 CONSTRUCTION SUPERVISOR LICENSE" Number' i.:X!')1.rE_-1I Pirt hdat e' 045'' 11 09/0:'/194P Re t.r-ic:ts�d 1ci' 00 PHILIP 3 FENNELI_ BOX 441 S HARWICH, MA 02661 Keep top for receipt and change of address notification. PERMIT NO: TOWN OF BARNSTABLE SEWER CONNECTION PERMIT � . Assessors ssesso s Ma N o. P Tom. £Oi3L� Thft3 As sessors Parcel ce No Ilk XXXXXX Street: Ty l"q,.v D V w �. Village: s�K�1U S 9 ::•:::::::::: PROJECT CONTACTS PROPERTY OWNER (Mailing Address) SEWER INSTALLER Name: Joj�k) I #0�4 u Name: 1fDbe"-c% O Ours 1/LC'. Address: gel H udso U .9. Address led , Phone: Phone: License No: S 7 OWNER'S/A/GENVENGI�NyEER Name: Olfc3'rylne /d,0•' 'l h 60 611,'ep Address: Phonw: ( m PROJECT DESCRIPTION REGULATORY REQUIREMENTS .:.......................................... .::::::.:::::: GILtT`f"t, .M.:USE:D;zF J .>:>:««<:>:<:>«:»>:::<:>:<:>:«: The installation f I o all sewer connections m ust be n i r done n accordance with t the rovi ion f Article s s o XXXVI Town of Barnstable General By-laws and PY RESIDENTIAL regulations issued by the Department of Public Works. Before excavating within a Town Way the sewer installer must also obtain a Road Opening COMMERCIAL permit and comply with the Construction Standards and Specifications outlined therein. At least 48 hours prior to the installation,the applicant must notify the RESTAURANT Department of Public Works, Engineering Division for the purpose.of inspecting the installation. The Inspector will complete the Compliance Sketch INDUSTRIAL locating the installed lines and connection. By signing the Application, the applicant acknowledges and understands the regulatory requirements and t STANDARD INDUSTRIAL CLASSIFICATION NO. understands that failure to comply with them shall be grounds for revocation of the Sewer Connection Permit and the denial of any future application. NO.OF BUILDINGS NO.OF BEDROOMS 3 SIZE OF PARCEL a ZQ ACRES ESTIMATED DAILY SEWAGE 330 GALLONS l ,f PIPING.'LENGTH S`� DIAMETER `'�' EXPECTED INSTALLATION DATE SIGNATURE(INSTALLER/AGENT • DATE /(O—91 SIGNATURE(DPW APPROVAL) DATE FORM SC-2(REVISED 12/27/94) SEWER CONNECTION PERMIT Tltc• Currrfrzwrwr alth of 3fas aclrulsctt.S "_- '�;-_•=j.;_ Departtmtrt of IrrdustriQ Accidents OfffCZOflay9=9.7lfons ry 1• t •� 1i.1=:+___; : i 608 tf'usl bigru,r Street . .- 4-; Box1f) r. ,')Maass 0111 %Porkers' Compensntion insurnnec AMd-ii-it lilic nt rnftirnrati�n -- P1C•ts� PRTIVT lee i2�,v'•�� • �nmr• -5a 43 Is{ � � is Y h v N�-�•� r n#rnn 1 am a liom corner periormin_ all work myself. � t 1 am a soie proprietor and have no one working in an,,, capaeiry .,�, ��-.—__...__�_ .-:.�.�.r---•---•-�+^-'tea••• � • =,.�."'-""� _�� (� I am an empiover providing workers' compensation for m\•employees working on this job. contra 7-n1 n i m v, ,iddrrrc ' x o lb&( nftnne wq' `f 30Q- in•rrr nrr n 1��'1V���'��] '�.��5 � nnlir�•t1 (-' am c soic proprietor. generaj contractor. or homeowner(circle out; and have hired the contrsc:ors listed be:o«' 'a'cc the Oilowin worKe.r-, compensation poiices: cmm�:rnc n:ttnr• atirlrr•.• cir nftnne a• in nr^nrr n 1►nlic�'zt �-- _�._._. _ cnn•n-ni iddrr— r11t.. nflnne 0* in-�rrrnnrr- rn, nniic'd 1tt�crt auditio_nai shcc:if neces_iry --�— y.... -- `••may-'-•�� - __ ••-•_-•~ � . .;.r.-.-.., _Ji'••".i....r ... :. ....�. _..•.-•...�: •.......•_. _. - �..... '.aim'=,. ,...rV...� Foiturc to secure cuvcrnr:c as requtrca unucr�ectton:.cA of 111GL 152 can lead to the imposition of errmtnaf penalties of a line up to SL.5t1U.UU inure unc cars imprt%onment a.% t%cil as cis ii penalties in the form of a STOP WORK ORDER and a fine ufSI00.00 a da}•2gainst me. I understand that cop, if dws statement mnt be funvnrdca to the Oflice of lm estit;titions of the 01,1 fur eoversrc verificnnon. l do rrrrcnt c .in �tri�r tire.- [tillsperraitics of perjurt•that t/rc injormarion provided above is iru�r wid cofrreect Sic Date -1 I Pr.... ..�;,: Phone 9 t' ttTicrai u7ly do not��nte in this rrea to be completed by tits orto��n oRciai !' t t tits• nr tnss n: Pet•mitJJicensc� r•:1luildin:Department j=Liccnsina !1urrd i crteci; if immcaiatc response is requirca CtJefeetmen's Ufticr -• Cticnith Derartmcnt . phone 9: r-Urtrer�-- Mcssac..:utictts Genend Liws chapter 152 sec:iort 25 requires all employers to provide :vorlcers' emnlovecs. As quoted irgnt the "law-. all emptu►•ec is defined as even, person in the sen•ice of :ute►(hcr Cot:tr.:c: of hire. espress or implied. ornl or written. _ An c•rnPlurcr is derated as at: individual. partnership, association. corporation or other 1=21 entity:car an%, the foreu,;)in_ cn�_:_:.•d in a joint enterprise. an-d including the legal representatives of deceased employer. Jr rccciti,cr or mtstee of an individual . partnership. association or other legal emity, employing emplovecs. Hc,, e. . o1N-ncr of a d%\•cllin_ house having not more than three apartments and who resides therein. or the occupant do cilirt�_ !rouse of another N%,Ito employs persons to do maintenance ; construction or repair wort: on such di\-cif:::_ or on the -grounds or building appurtenant thereto shall not because of such employment be deemed to be ::n er-c' M G L .:banter !5_ sec ti0n _5 also states that e,%-er-%• state or local licensing agency shall withhold the issu--=: IV:rl of a license or permit to oper.tte a business;or to construct buildings in the contmoinvealtli for icy:t,t Who has not produced acceptable evidence of compliance with the insurance coverage require:?. neither rite --om ill onwe-nith nor an\• of its politico subdivisions shall enter into any contract far pc:-:urmz::cc of public work- until acceptable evidence of compliance with the insurance requirements of this beer: Prcz::::tcc to the contracting authority. air�riicZnts :iil in :he wore crs' coin pensation affidavit completely, by checking the box that applies to your situa::c:: z:- su:7;•i%.,n,. �_otncan:• naJncs. address and phone numbers as all affidavits may be submitted to the Department of i1i ?ccidc::ts for contirrnation of insurance cD:em`P. Also be sure to si;n and date ilie 11Tdayit. Tire .: it �i:ouid be �c:urne'? :o the tin• or town that the application for the permit or license is being reques:ec. r :nc :1�c�,;a;e::t ct-industrial Accidents. Should you have any questions regarding the "law- or if you are -ec::: .v '�,�::r xCic Crs• comp-:aztion policy. please tail the Department at the number listed below. P!�- 7e arc ajar the affida� it 's complete and printed legibly. The Department has provided a space at the t1:e ." ;a� it or �•ou to fill out itt rite _:ent fire Office of Investigations fins to contact you re_ardin` fire appiicar.:. be _ - to till in the per:,tit/license number which will be used as a reference number. The affidavits may be :::r-_ "ie :D.-==L tte.nt by mail or FAX unless other arran:_:rents have been made. - Tire Dr,Ice of;it: esti_aL1011s %vould like :o thank you in advance for:'ou cooperation and should you have any pues: piece Q4o not !resitae :o give us a call. r Tire Decart:—,enrs address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office cf Investigations ' 600 «Vasltington Street Boston, Ma. 02111 fax 1: (6I7) _7_7,749 -ii,o nc =. 6 i ­ ;9(Ifl ��:r. 'Oh. 10' )r :—c Engineering Dept.(3rd floor) Map Parcel_ g Permit# 2 1S House H # * ® . 1✓ my Issued Board of Health(3rd floor)(8.15 -9:30/1:00-4:30) p ohi,�my p T�BtA!N A Conservation Office(4th floor)(8:30-9:30/1:00=.2:00) � �C170N y pIU08 TO a Ijt lanning Dept.(1st floor/School Admin.Bldg.) Definitive Plan Approved by Planning Board - —� G 19 , 39. t TOWN OF BARNSTABLE / '"°6 ''�� 3 Building Permit Application ' Project Street Address Village r0i S I Owner �O �Ui41 g rU r Address � c,�� ;cam �D vn m P i I 0,1143 .Telephone _ Permit Request ►,)ems ,First Floor $fit.} . ' square feet Second Floor -Tsa square feet Construction Type 'Fr('4M f Estimated Project Cost $ JQ y, 62Z ; Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No r Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 1J Historic House , ❑Yes 14 No On Old King s Highway ❑Yes JA No Basement Type: WFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) &&� Number of Baths: Full: Existing ii)l0} New�_ Half: Existing 'u New t No.of Bedrooms: Existing _New _ .3 Total Room Count(not including baths):Existing !J * New _First Floor Room Count�� _ Heat Type and Fuel: SGas ❑Oil ❑Electric ❑Other F 14k,) Central Air ❑Yes Q io Fireplaces:Existing 0_New New,�_ Existing wood/coal stove ❑Yes 14 No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) 2Ione El Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ,❑ Appeal# Recorded❑ Commercial ❑Yes IQ No If yes,site plan review# Current Use Proposed Use _ Builder Information Nam ' 'e A9 !� elephone Number - - - _ __�1 = '•sip�1_ - - _- _L.: nse# Home Improvement Contractor# /6Z maker's Compensation# /`6%o8 NEW CONSTRU(I'ION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELLAS—.:- ' PROPOSED STRUCTURES ON THE LOT. . ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_ n M- SIGNATURE DATE o q 7 BUILDING PERMIT DEN:aiPfrOLLOWING REASONS) EST/MA TEO PROJECT COST WORKSHEET Value LIVING SPACE square feet X$55/sq. foot= 76{ /30 GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X $20/sq. foot= DECK square feet X$15/sq. foot OTHER square feet X$??/sq. foot= Total Estimated Project Cost For Office Use Only /nc/usionary A ffordab/e ft g n�g Fee [Residential Commercial" Property Owner's Name �JQ#lJ Project Location LEI ' Iaf A0JAPS Project Value Permit Number Tc3 7,2 5 "Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ © ® ® :I�'�illll ,liil il'i! I 1111Jh ,. �= rw � — a:=f•=�...,:1 :- I I :I I I ,.I III III — — _— I CAPE.eODI:F NEhCENTS.I I I III I r �- -- - I.. I.IJrul1,-.�..! `:I' I IIIII -_ _ - - 1114�.:,:1 I!II I II Ililllls Ir I '� I, II I ,.,IIIIIIIIIII<. 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MASSACHUSETTS 's T^ A$Msa$ MAPS •l -- �4 I�pt, 11I 74 d �I iI oC - .�F ® � Y nK� t E r i• : 69 �,b • y •O �y ors � 4 �% • 2� HIV - 'O ■1 }1J' - >>b c P Y e a s V 14 1 � m . 177 v �e b b �F erA b.• !aw a•c 1)QO 4 • w+ et i sZ 10� d s • • wed � s tsKBB o /7G®; y / •eA4 4• �� •.•7 a -MAC 9te. tit '� m� '� • or ■ 'r p • O A o ao 8K .fr• g leg r !B Y zt•c ae.c ; /■.. et •s.ear® �M D o �At•e Ass ,5T uK eK. a I ar+'a ® s 6 ,SAC so O ROAD ` 97 7 ® II eo g • (�.c.,"s� a Tb \o �K I,e 6� 9n so r IY►MO..o �IL•e S ,•K-0 9 • 135.2 136 •,ar 'N ,(,Py <Q• , • .e M ,�v •"O•e F ��o , zu� .I 3 .s•� 1Yo i .32AG mK )SAC y 11� Mks00 S e9 may ••'� 02 „K aAa �� ��• :erc ,any •gyp .. a eL� O I • � /9 ---- oa91w(u t$$M- isd 325 7615A Plan of Land in Barnstable Scale 84 feet to an inch •/11NE - Mg. frederic 0. S..dh- Gil fopilwr Additions by A.C.Pelm,Civil bgti er, Tk at VI IfT 1F• �/ ��E Mgt \ ` �t d � j i r ----------------- ON, PAY N3 Copy ofq�r✓o!plan Pkd in --- LAND REGISTRATION •OffICE APRYI t4 020 this plea Si led with Certifioste No. 1242. Scale ol'tN5 plan UP feet to an inch C.R Humphrey, fnglneer fw Court✓ 3 PION 76/5 A TIP k a 1332i1S sr. NY310 ix 91: _ 4h�. 'IL ow . C a} CP y iU Y W o fi• W 7I/ ,7C A-11o.5 4-7l'/d arm 7-- my SI CI Bill-M � � �.t� K•µ Y' � a,r s• ji.� . Q� 1C Q JUT fail ou �. • �,� '"�1�`."+� r� � 7f+�, od Q� to , L/ �,� , � / 4� 0 �` d/ ``• i d s N o, 44 WA f n ZL p a IL $. s .Qa s1,�w HSid, i EL bl SL I w r r, r t ^y .. e• 4c.`.� /� 4 bh�b��e ( moo'' • P r"J .Q � i ' i h. osOL IONDIV ao cp Go S u9y/ A Od s9u Ifaw .� girl C o t oi I ' I Z aNY - SUBDIVISION PLAN OF LAND IN BARNSTABLE: X Barnstable Survey Consultants, Inc., Surveyors 76/5 April 23, 1976 W MY �B 4f /p0 0 p ii' f ti. cB ce �® �OOOO rJ. f 0 CB 1 Q ° 178 0 ` f- O too 5.9 n Q h Q -- 179 0 /00.00 �• O i i C ' w n 0 o Q .50 • v O b . e 177 a .- /00.00 0 oc th N Or m t/ N o O � � w /00.00 j 0 47 IY a p O a 180 W $a v a a 0 176 1.(0 CA- CA- ' o 79.10 et°!p0/�i►! a°! ROAD OA D of; N !s000 Cl -� tYANO�� ° A ts i �615 s No. C. N CN/• Subdivision of Lots 42 thru 45 & 51 thru 53 Shown on Plan 7615E sh, 2 Filed with Cert. of Title No. 1261 Registry District of Barnstable County S1Darole certif/ca�es ofllit/ may�b issued for land $ ownhermas_ 211 .011 -fkmc.! #..._------.--.. toWof r/ofp/an By the Court. nod°/n — LAND R£61MAT/0N OfF/C£ Al/6. 4 /97 A�/C 4�/�916 '' �� •m;` ode_ Sco a of lhls plan#0' feet to an inch %fee�tfl r. Woodbury,fn ineer�5r Court SAL. v J" RLAQ (o6SX c , r V� latz I. 8 5�f �, l�O,,�13a wtu.iq'i2b_W.t✓Ls_�++�o�.2kc. ��ttr�►,»� rs�R�>a � �c r3 ftc— E tJ 1 Fe r i a Au w.k4 44 T ��. Lc4 42. 7G t�-!3 S44 2 t ILO, t. �,kS► - _ Lod�l3 �i I I' f f; �i a Io'S I.8 gSZ, La _ J-2 `T0.•�1 lL�c,G. »rn. l Lut-S �{2 �13-4 y ,�1�� 5J, SZ, S3 I PL'7. 5Q 2 ai i 1 ?` R,�D? '0)1 ► Co it } i J i •.i. t��.�` i .i 1 - � /x - �1„ r � r• ! C...♦T 4 i r s I f ` 1 4 a n F t1.Fst 11 •!`�{� eil � � } rt�'� .,1 r °� il.ztf• '��c �yt Book 558 Palve 34 FORM E-3 i M Doc. No. 214,380 TratiMer Certif Late of gift . Ctf. No. 69074 From T r a n s f e r Certificate No. 67227 Originally Registered May 5, 1976 in Registration Book 5412 Page 107 for the Registry District of Samstable County. Tbig ig to Certifp that John Fallon of 39 Hudson Street, Somerville, Middlesex County, Massachusetts 02143, is ( f�� the owner(s) in fee simple. of that ]and situated in Barnstable t in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: gyp" Southeasterly by Island View Road, one hundred twenty-five (125) feet; ' } Southwesterly by Lot 180, 'one hundred (100) feet; Northwesterly by a portion of Lot 177, ,by Lot 178 and by a portion of Lot 46, one hundred fifty and 51/100 (150. 51) feet; and Northeasterly by Lot 50, one hundred (100) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 7615-X dated April 23, 1976, drawn by Barnstable Survey Consultants, I'nc. ,• Surveyors, and filed in the Land Registra- tion Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 542 Page 107 with Certificate of Title No. 67227 and said land is shown thereon as LOT 179. Said landvis subject to the reservations and provisions set forth in Document No! 39,349, so far as the same are now in force and apklic- able, and to the further reservation set forth in Document No. 47,013. ,.*iMNt0 Said land is subject to the rights of all persons lawfully entitled thereto in and over the Ways, Beaches and Landings shown on said plan. Said land is subject to the rights granted in an easement given to the Barnstable Water Company dated June 1, 1926 being Document No. 1,977. A . . _4T(k(_HtD Said land is subject to the rights granted in an easement given to the Cape & V' eyard;.Electric Company et al dated May 12, 1947 being Document No. 30,535. h�gG►��9 And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said John Fallon to said land is registered under said Chapter, subject, however, to anv of the encumbrances mentioned in Section _ forty-six of said Chapter, which may be subsisting. WITNESS,WILLIAM I. RANDALL, Esquire,Judge of the Land Court, at Barnstable, in said County of Barnstable. the twenty-second day of November• in the year nineteen hundred 4 and seventy-six 'at 11 o'clock and 33 minutes. Attest, with the Seal of said Court; Land Court Case No. 7615 STEPHEN WEEKES, Assistant Recorder. r MEMORANDA OF ENCUMBRANCES ON THE LAND DESCRIBED IN THIS CERTIFICATE 69074 f DOCUMENT DATE OF INSTRUMENT SIGNATURE OF- NUMBER KIND RUNNING IN FAVOR OF TERMS DATE AND TIME ASSISTANT'RECORDER DISCHARGE OF REGISTRATION 6/18/76 2.09,487 Taking, Town.of Barnstable — Island View Rd., Pl. 7615-B & U. 7/8/76 11:27a.m. oo, 1-79s-s-9y121; 2Z ln�iG (vo7 to load 17 -aa- q ro�a +u O5 . C'�r�.v2 / may- a -yy' /d,"�j�M �SL`'c • BARNS BLA ET COUNTY REGISTRY OF DEEDS AAT�TA COPY,ATTEST HN F.MEADE,REGISTER i i j �1�� • ' � • , h-Lb� �J (dP ease print or type) EE Frederick J. Conroy, Esq. Sol Y 8Is llk Waltham Street " Lexington, Mass . 02173 V' � (V c MA{{ACMU•(TT{QUITCLAIM D(LD{MOLT FOAM IIMDIVIDUAL, IQ I, Patrick G. Ames, ,fit Arlington, Middlesex (.01111T, N14aAct.�rr, for conslJerauon of****men Thousand and 0O1lO0****-a-n-w-*- —e&w w I&o o *sfl,i hn 1,.nJ.hram to John Fallon of 39 Hudson Street, Somerville, MassacnuseLa, Nt:d Psez i ounty withIQUITCLAIM COVENANTS x*+4-3a+y"f A certain parcel of land situate in Barnstable (Hyarris) ::. :ne of Barnstable and said Commonwealth of Massachusetts, bounded and desir:boa 93 i SOUTHEASTERLY by Island View Road as shown on a plan hereinafter I mentioned, one hundred twenty-five (125) feet; SOUTHWESTERLY by Lot 180 as shown on said plan, one hundred (100) feet; NORTHWESTERLY by Lots 177 and 178 as shown on said plan, one hundred fifty and 51/100 (150.51) feet; and NORTHEASTERLY by land now or formerly of James E. & Nora A. Goggin as shown on said plan, one hundred (100) feet. Containing according to said plan 13,776 square feet of land. 1 Said parcel is shown as Lot 179 on a plan entitled "Subdivision Plan of Land In Hyannis Barnstable, Mass.", being a resubdivision of lots 42, 43, 44, 45, 51, 52 and,53 as shown on Land Court Plan #7615B Sheet 2, said new subdivision plan being Plan #7615X. For grantor's title see Certificate of Title No.167227, 22. 80_ 11liturns..AY .hand and seal this....Twelfth. �10, ..OG ab�.r... ... .t9. . A -_: �-..................:��. � X4r Cnteatuantralt4 of$latwariluertts Middlesex, ss. October 12 i9 ?6 Then-pslly appeared the above named — r--erona=TTPe YeArich 0. Ame and acknowledged dte foregoing instrument to be big �ree act an4 deed, before me Fred ick J. Cortr , tiQIA[T Pu 1< My cwmisuon CxOlra De_e r 20. 10 �a N '� � . G it C L R C a�rj ea PC . (T E FOLLOWING IS NOT A PART OF THE DEED. AND I$ NOT TO 13E RECORDED) `r CHAPTER 183, SECTION 1 1. GENERAL L,ws c A deed to substance following the form entitled "Quitclaim Deed" shall when duly executed have thet force and effect of a deed rtl fir simple to the grantee, his beers and assigns, to his and their own use, with covenants on the paji of the grantor, for himself,this heirs, executors, administrators and successors, with the grantee, his heirs, strcussors apd assigns. that at the time of the delivery of such deed the premises were free from all etwumbrances made by him, and that he will, and his heirs, executors and administrators shall, warrant and defend the sametto the grantee and his heirs and arpstgns for. ever against the lawf claims and drmands of all persons claiming hy, through s,r under the grantor, but against rime 041hrr. � (•Individual—joint Tenants—Tenants in Cnmrnon—Tenants by the Entirety.) CHAPTER 183 SEC 6 AS AMENDED BY CHAPT91t 497 OF 1v69 !:very drnf Presented ed for rec,o rd shall cur.rarn or have endorsed u ,n ,t • lx the full name, restdr nee and .st � And a ratlal u(the:mount o Ix rtficr address srf Khe Rltinrcr of ,ull a nsrsletati�rn theretirf rn dollars ,r the nature of ryr other a,ns,detatron thereftx. if ra,t dOtvered for a specific rttorulaty sum. The full consideration shall mean the total price for to convetance w,rhuur deductr„n for any liens or encurnt> raises amunuJ b,, the grantee or remaining thrre.,n. All such endorsements and recitals shall he rrs,irded as parr of the deed Failure to comply with this section shall nut affect the validity of any deed No rrR,ster 4 deeds shall accept a deed f„r recording un compliance with the rey ,renients of this r�ct,un. wil's rt is in t 1 r r Book 542 Page 10 7 206,871 206,873 FoRm G-3 206,872 206,874 + Doc. No. 206,875 It n5fer Certificate- of title. Ctf. No. 206,876 Transfer 18850 February 10, 1956 67227 206,877 Transfer 18851 February 10, 1956 From Transfer Certificate No. 18852 Originallv Registered February 10, 1956 in Transfer 18853 February 10, 1956 Transfer 139 18854 110 February 10, 1956 Transfer 139 139 18855 111 114 February 10, 1956 Transfer 139 139 18856 112 115 b6brpary 1g, 1956 Registration Book 13 9 13 9 Page 113 116 for the Registry D�stnct of Barnstable County. _ U5 iz to Certifp that Patrick G. Ames of 235 Mountain Avenue, Arlington, Middlesex County, Massachusetts 02174, is the owner(s) in fee simple. of�that certain parcel of land situate in P Barnstable (Hyannis) in the County of Barnstable and said Commonwealth of-Alassachusetts., bounded and described as follows: Southerly by Iyanough Road, seventy-nine and 7/10 (79.7) feet; kj Southwesterly by' the junction of said Road and Ripple Cove Road on a Radius of 30 feet, thirty-two and 01/100 (32.01) feet; Westerly by. said Ripple Cove Road, sixty=six and 06/100 (66.06) feet; Northerly by Lot .43, one hundred •(10'0) feet;' and Easterly by a portion of Lot 53,'seventy-four and 12/100 (74.12) feet. Said land is' shown as'sLOT 42 on plan hereinafter mentioned. Westerly by Ripple Cove Road, eighty-five ' (85) feet; Northerly by Lot 44; one hundred (100), feet;" Easterly by a portion of Lots 52 and 53, seventy-two and 68/100 (72.68) feet; and Southerly by Lot 42, one hundred (100) .feet. Said land is shown askLOT 43 on said plan. Westerly by Ripple Cove Road, eighty=five (85) feet; Northerly by Lot 45, one hundred, (100)' feet; Easterly by a portion of Lots 51. and 52, seventy-two and 68/100 (72.68) feet; and Southerly by Lot 43, one hundred (100')'_.feet. ( t Said land is shown. asJLOT 44 on said plan. Northwesterly by Ripple Cove Road, eighty-five (85) feet; Northeasterly by Lot 46, one hundred (100) feet;' Southeasterly by a portion of Lot 51, seventy-two and 68/100 (72.68) feet; and Southwesterly by Lot 44, one hundred (100) feet.. Said land is shown as, LOT 45 on said plan. Southeasterly. by Island View Road, .eighty (80) feet; Southwesterly. by, Lot 52, one hundred: (100) .feet; , Northwesterly by a portion of Lot 44.and by Lot 45, ninety-six and 33/100 (96. 33) feet; and k Northeasterly by Lot 5'0,•.gne hundred (100) feet. _Sa-i'd .land>-i.s shown as LOT 51-on said plan. Easterly by Island View Road, .,eighty (80) feet; Southerly by Lot 53, one hundred' (100) feet; Westerly by a portion of Lots 43 and 44;'.niriety-six 'and 33/100 (96.33) feet; and Northerly by Lot 51, one hundred (100) feet. Said land is shown as LOT -52 on, said plan. Easterly by Island. View Road, •six,t.y-five and 74/100 (65.74) feet,; Southeasterly by the junction of said Road and Iyanough Road on a Radius of 30 feet, thirty and 63/1.00 (30.63) feet; Southerly by said Iyanough Road,; eighty and 4/10 (80.4) feet; Westerly by Lot 42 and by a portion of Lot 43, one' hundred three and 29/100 ' (103. 29) feet; and Northerly by Lot. 52, one hundred (1.0.0) feet. Said land is shown as LOT 53, on said plan. All of said boundari.es are determined by the Court to be loca- ted as shown on subdivision plan 7615-B (Sheet 2) dated April 1926, drawn by A. C. Peters, Civil Engineer, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry,of Deeds in Land Registration Book 6 Page 11 with Certificate of Title No. .1261 ans said land is shown thereon as LOTS 42, 43, 44, 45, 51, 52 and 53. Said ],and is subject to th.e reservations and provisions set forth in Document No. 39349, so, far as the same, are now, in forf�e and applicable, and to the further reservation set forth in Document No.. 47.,013✓ 4fTgd*" Said land is subject to the rights of all persons lawfully en- titled thereto in and over the Ways, Beaches .and Landings shown on said plan. Said land is subject;'to the rights' granted in .an easement given to the Barnstable Water Company dated. Jun,e 1, 1926 being Document No. 1,977.✓a."T �� !Said land is subject to the rights granted in an easement given to the Cape & Vineyard Electric Company et al dated May 12; 1947 being Document No. 30 5 3 5.V ATM(.U%9 And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said Patrick G. Ame sl to said land is registered under said Chapter, subject, however, to any of the encumbrances mentioned in Section forty-six of said Chapter, which .may be subsisting WITNESS,WILLIAM I. RANDALL,Esquire,Judge of the Land Court, at Barnstable, in said County of Barnstable; the - fifth day of May in the year nineteen hundred and seventy-six at 3 o'clock and 31 minutes. Attest, with .the Seal of said Court, Land Court Case No. 7 615 . STEPHEN WEEKES, Assistant Recorder. ^� - - - ►-_ .fir: ���-,••i.--.�- ,.r ,, ., - 63 ri MEMORANDA OF ENCUMBRANCES ON THE LAND DESCRIBED IN THIS CERTIFICATE 67227 f DOCUMENT - DATE OF INSTRUMENT SIGNATURE OF NUMBER KIND RUNNING IN FAVOR OF TERMS DATE AND TIME ASSISTANT RECORDER DISCHARGE i OF REGISTRATION Y 1 Plan— �. 3/9/S9 f 59.577 Takincr & Town of Barnstable Ripple Cove Rd. as, Town- Wa . 4 15 59 12:10 .m. _ DIS HARBED BY ND. I AM ASS?.RE Reg & Unreg Assessment Ocean St.-Daisy Bluff Area, 10./24/69 �. 134,629 Sewer Town of Barnstable Re: Lots 42 & 43. 11/13/69 2: 30P.m.. a �} 7 G:.qL L?lC. e�2L 7V Zl�lih Oft �c� 7 2 LOT:I PLAN:--ILL SEE CTF..NO: sEE cm WT. n Rift .z.�. SEE CTi.Ift l<� 7. 1 G - pJ�oS . aka 2M 9 ��S r LpF 1^l SEE CTF.NO .� r--�r-- l o- - (� kD (SEE OVER) , : ID i V . �f r, June 21, 1926. RECi , �L FOR 11GISTPA PION ..............`jr..0 LOCK........,.......�T•„ M NO i ED ON CE RTIFICATE NO. 1,2z !N REGISTRATION BOOK..b.,,PAGE_ i III .. .. _... .._. - _ . .... ..... ... ......_ . i Wo, Willard Wolell of l:alden and 'js, 11a L. Gates cf 4 Its:;ton, as we are truuette of the Vineyard Sound Trust,- under a declaration of trust dated Dec. 17, 1925 recorded with Bern- ' stable Deeds, hereinafter called the Trustees, end Etery B. Day and p G=Mk Allan It. Sturges for consideration i .: ,paid, grant to the Barnstable aster Compeny, a btr.aeechnsetta � t R corporation hLving a usual place of business in Bcetcn„ he:e- 1nafter celled the Company, O e right to ley and maintain water pipes end hydrants in Viet portion of the hereinafter men- tioned land, setepart or to be set apart for public or pri- vete streets or ways, namely a tercel -of land situated in i that pert of the town cf Barnstable, Barnstable county, celled ~ 0$7ar-LIs, as sh(,%MkoL. plan #7615 "compiled by F. 0. Smith, C. i T. and additions by A. C. Peters, C. E. dated June, 1919, and filed in the office of the Land Court at Boston with the i ' Petition of Mary B. Day niunbered or the docket of said court L F /• 7615, to which plan reference is hereby had for a mere per- . tioular description, meaning and intending to convey to the 4 said Coupeny' an easement, in, ovOr and upon said land for the F purposes above mentioned. Said Trustees are the owners of f said property, see Certificate of Title # 1260 ic:.ued on the ....• tday of may 1926, recorded with Land Court records at Bern- , � !;stable book 6 page 10 The said Uary B. Day is the holder of a mortgage given to her by George F. Stearns dated the 14th of December, 1925 recorded with Barnstable Deeds, book 427, page 117 and the Allan R. Stta:gea e6the holdem.of 1 . a mortgage froqi the said Georgc F. Stearns dated the 14th .of December. 1925 recorded with said Deeds, book 427, page i 119. The grantors in this deed hereby bind their heirs, •j •euooeaesre and assigns, meaning and in tending that the ease- ment hereby created shall run with the lend. i l� -- �. T i AV TO HAVE AND TO HOLA*:,the said Barnstable deter Ccmpeny, its Successors and assigns to their own use and behccf forever. IN 1ITNESS WH::REOF, the said Willard '17elah, and Ellis 1. 0=tes, trustees as aforesaid, and the said Liary E. Day and Allay #R. Sturges hereunto set their he.nds and common seal this W N-��,day of June, 1926. a COUMOM-ALTH OF MASSACHUSETTS, I e SIIFFOLI: SS: Boston, Lines., Junels- 1926. Then personally appeared the ebeve named Willard Welsh and acknowledged the foregoing instrument to be his free act f and deed, before me, l . • i I �• 1 i i I w' 1? ---------------- S 3UN 191951 i �EC[NEO Fdl REGISTMTIOM AT. '. .• C V 1ZW-1MigMt00K__!o-_fAGE_._Il?. C�oL-11, 53� ABGISrF.AED LAMll WE, Willard Welsh and Ellie L. Cates, as Trustees of the YINEYM WUND TRUST, under an agreement and Declaration of Trust dated Deoember 17, 1925, and recorded with Barnstable Registry of Deeds March 27, 1926 in Book 431, Page 216, by virtue of the power contained in said Declaration of Trust and every other power for consideration paid, grant to XkV INGL I)T1?LBP NE AND THIC&Ili COMAMY, a corporation duly- organised under the laws of the State of New York; and the CAkL & YINrYAkD EL=r%IC COMPANY, a corporation duly organised under the laws of the Commonwealth of Massachusetts, and their successors and assign, forever as tenants in common, with quitclaim covenants, the right to construct, reconstruct, operate, maintain, replace and remove lines of telephone and telegraph and lines for transmission of electricity, including the neeemsart poles and fixtures, upon and over the following described premises ?n the Town of Barnstable, County of Barnstable, Commonwealth of Massachusetts, to wits-- Private L'e s located Festerly from Ocean Street in that part or the Town o rdsebTE;"ti�o85"Z<S"1�yanrls, Messaehnsetts, Said Private Ways being sore particularly described on Land Court plan 07615B, sheets 1 and 2 on record with Certificate of Title #1260, Book 6, Page 10, Barnstable Registry of Deeds, Barnstable, Hass. the above granted rights being more particularly described as the exclusive right to oonstruct, reconstruct, operate, maintain, replace and remove poles a, with the wires and/or cables thereon, with the necessary guys, anchors, fixturee and supports, and the right to keep trimmed all trees and bushes as the grantees my from time to time desire, the location of said poles to be determined by and become permanent upon their erection in said lines of telephone and telegraph and lines for transmission of electricity, with permission to enter upon said premises for access thereto for all the above purposes* e. hands and common seal this 12 tiL &y of Mr.Y Witness: to Trustees as aforesaid, but U not individually. Commonwealth of Massachusetts, - Affolk as. -bostou, uay , 1947. Then personally appeared the above named Willard Welsh and Ellis L. Oates, Trustees of the Vineyard Sound Trust and acknowledged the foregoing instrument to be their free act and deed, before me 9 D y +- ��-� Notary Publio (It co mission expires hpril 3, 1949 ). g4�yeeC�,, �lb�61713(�,� . ! � 2. 1 • i 8fatufr Narm of ADminiatraIar'u—(datmcrnator'u £xetutar'H—(karatalt's—u.rusitt'a verb Eliis L. Gates, Trustee of "ineyerd wound Trust- TO tirillard ::elsh k k;o., inc. . JA N S 115f RECEIVF.n FOR REQsrRATION • 1S_-_-$..0'C10CK..J,�._ a _-M Qpj"b.'&.K(EATIF1(A7E KC.-.L.c V MAT ae:.. 1':f 99 at u'cluck and miuulre nt. Received and entered with Deeds Bouk Page Attest .. ......... Rrauter.. HUTCHINS & WHEELER 294 WASIIINCTON STREET BOsTON. htAM. Ellie L. - ` under an Agreement Gates, surviving trustee of and recorded in Barns and ableleration of Trust dated Deck Sound Trust Of on March 27, 1926 ember 17, 1925, as Document No. 17474. yX3MKXX=deX i�JOk�Rmas ��D a_cJUjQja;x 0 e s a by tllchoµer�„pC1 ��,. said Declaration e m for consideration and evcrp other ►au-er +°+ it�a usual p1a1a M welsh & Co,, Inc., a Massachusetts co o ce of business-in Boston, Suffolk (Aunt ration having y, Massachusetts, ai 0 all the land, rights of way � in the pillage of y and a In being described mo�81'riia in the Town and count owned by the grantor o in Book b at Peg 10 particularly in Certificate oi'y of Barnstable, said land ° the .R g Title No. District on . No. ?615-B,°9 cop District of Barnstable 1260 recorded , excluding such cop of which is filed County and be- 8 followingand including, but witho parcela of land at have been with said Registry r� seventeen lots: four out limiting the Previously aenenteen (17 (4), P1ve (5), tengeneerality of the foregoiconv°yed BIX (36 ) twenty-four ), fifteen g, the fort )' forty (40), fort ( ), twenty-five (2 een (15). sixteen (lb forty (44) y-one (41) 51 thirt ) one (51), rift -twor(52five , rorty-two (I fortflve (35), thirty- a fift y (45), forty-six y-three (43) ° y'eigh t (58), fifty-), fif ty-tbree (53) (46), fort seven ' hundne red (102), one hundr9'e)d foe hundredf(3-8 x ne)h fiftq.sevenfift(57), twenty-nine (i�even (1�7), one bxnd�� (204)' one bond undyed one (101), 33), one ), one hundred twenty.ei ht red six (lOb), one o (1 hundred a hundred for rty-four thirty-two {132) o (128), one hundred rty-five (134), one ► ne hundred thirt o seven (147), one hundred one hundred one hired thirty-flue thres.:>;` r� •7(103{) ee wn on red fort g (148) ,forty-six (146), one 4und135�, one .o Plan761 ah„. plan entitled "aublvislondoflLotlot one hundred°three < ing the -fee Bin andoto of which is filed with with the benefit all wa said gintr3 shown on L. C. the Waysof all ri hta not previously conve y district, includ- e re , beaches andlandingsto use ined and aubfect to and conveyed sub a aho coCO10mon with others entitled easements in so part to and with t pn saidnefit Plana. The thereto iaea except lot one Ba the me re 1n°force and flatrictionanofdreor'daea from G601except acme a 8° F'. Stearns to Willard are also conveyed applicable and said 14, 1925, and recorded w welsh and conve pre,1, ith the gelds L, Gates subject to a mortgage ecej BOOk 427 at Page e19 Registry of Deeds for dated Decembr Louella�Be rites. . The morteaecifiing now held by � beltabee of and rantor County in With the t ght to waive, terminate ca11y transfers tiereb C' welsh and 01 land as have size, coat, location and enforce the restrictions the benefit terior plane aOf building., eonveged and ction and use or such dealing . been , coast certify that Willard Ks prior to also the right is approve Parcels died td welsh construction thereof on May 23, 1950 , one or the trustees of p such rove ., been filled. ' and that the trustees Vineyard SO1�aflTruaL,1 I y resulting from his death has not i y. • f • 4 r 4 4 t - ` d 1I p - Qli • iiituroe my hand nud Real this 10th lny of De ntber 1953 as rue a as a oreea dl ttnut»tanmraltll nt i��aracflusrttu Suffolk, . December3 6,19 53 Then personally appeared the ahove named Ellis L. Gates and acknowledged the foregoing instnnaent to be his free let and deed, as trustee as aforeenid, Ufore we Frnest f3. 4fyzevinea \otary'ru is My commission expires Jam.,(� la I . ir1,o 13. 0. - 1S��f RCS__....._.. . Jyi?_ tci 1 U 1:5E . Rilc.EO FOR R OiiI TION AT t t -O•CEOCKry. M 'RIIFICATE N.. FACE.....Ij V LL;,aiuiis .iaroor, r n— ne o_,ice of: .;iliac. vi eis._ Br.,)::i,ie,c :;trcct 3o tang, i I 'I `� oc,zl� q`7,U)3 WILLARD WELSH Yc CO. Inc, a Nassachusetts corporation having its 57aT place of business Tn Boston, Suffolk County, Massachusetts ufor consideration paid, grants to ROBERT E. SUPPLE and IRM E. SUPPLE, husband and wife, as tenants by the entirety, botE o rL omwell, Middlesex County, Connecticut, a lot of registered Address of land situated in Hyannis, Massachuset,ts shown as lot numbered 42, owner: on Plan 7615-3 filed with Certificate of Title No. 1261 in the Registry District of Barnstable County (made by A.C.Peters, dated 688 Main St. April 1926 and entitled "Plan Showing Hyannis Harbor, for Cromwell, Vineyard Sound Trust, Willard Welsh and Ellis L, Crates, Trustees") Conn. and being part of the land described in Certificate of Title ;Yo. 1!132, Poole 11,', Pare 32, in said ltegistry District. Said lot 42 is bounded and described as follows: IWESTE:;LY by Ripple Cove Road, 66.06 feet; NORTHERLY by lot 43, as shown on said plaa:, 100 feet; SOUTHERLY by Iyanough Road, 79.70 feet; and SOUTHWES:E?LY by a curved line of said IyanouZ;h Road and Ripple Cove Road, 32.01 feet. The granted premises are conveyed subject to taxes for the year 1955, and to all assessments, easements, ri;hts-of-way, and restrictions of record if and so far as the sasie are in force and applicable. Said lot is conveyed subject also to the following restrictions: No building or other structure s' all be placed or erected on the lot other than a dwelling house adapted for the use of not more .than one family, costin.; not less than ;7,500., and a private garage adapted for the use of not more than three automobiles. 'Prier to the construction or placing of a dwelling house or a garac;e on the lot, there shall be furnished to the grantor exterior plans of the house or the garage, which shall show the proposed location thereof on the lot. The construction or -,p]-seing of the ho:nse or the raraCe on the lot shall not be commenced until the plans and the proposed location thereof small have been approved in writing by the ,grantor. No steel or iron 9araSe shall be permitted. No part of a ho;ise or of a garage erected or placed on the let shall be less than twenty-five (25) feet distant from any way abutting the lot. No swine, hens or cattle small be kept or maintained on the lot. Tile lot s;all not be used for business or manufacturin, purposes. The foregoing restrictions are imposed for the sole benefit of, and may be waived, terminated and enforced solely by, the grantor or a person or persons to whow, the grantor may specifically transfer the benefit of such restrictions and the right to waive, term-in:ite and enforce them. lflless so terminated sooner, such mamotions shall terminate on January 1, 1960.Said lot is also conveyed st:b,iect to the right, to be reserved to the grantor and their assigns and to be exercised in common with others entitled, to >ise `he way or ways on which said premises abut for the same purposes for winich public ways now or -hereafter may be r+sed by or in behalf of the Public in Hyannis. 02 N • r� IN 'rL T:IESS WHEREOF Willard Welsh & Co., Inc. has caused its corporate seal to be hereto affixed and these presents to be 11executed in its name and behalf by Ellis L. Gates, President , thereunto duly authorized this day of November 1955. ��,,tu►NCB WILI.,IRD WELSH & C , ne �T��•' r.Q �1 r BY �-. �? l ip;[.. l' [ f`• "J Fresidp ' r See Vote: Barnstable County Deeds, " Book 413, Page 431. ! TEL CMION-W ALTH OF NASSAC:iUSE'=TS I Suffolk, ss. Boston, Mass. November 1955 Then personally appeared the above-named Ellis L. Gates, President and acknowledged the foreCoinS instru^nent to be the free act - and deed of Willard Welsh & Co., Inc., before me, ooper V ' S0 ... NW Notary Public - eq commission �• 56_expires March 30, 19 ... N . y I A TO A PLAN FILED IN PLAN D E PTo SO�� � APR 1 RECE1YED FOR REG?STRATIO AT��O•C>.QCIC10 �G ,� NOTED OPd CEr'.TlFiC';';• _ j/ - -- - - c [G. Ot _y IN icEGiS;RAYPAGE 0 ;p:: .3 f,g i 5 /883 0 /88s3 d1' ! f /�[gtbo /Sol ;2 00_240HEALTH OF MASSACHUSETTS ,table ss. Office of the Selectmen Town of Barnstable ORDER OF TAKING BY THE SELECTMEN OF THE TOWN OF BARNSTABLE, BARNSTABLE COUNTY, MASSACHUSETTS, FOR THE LAYOUT OF RIPPLE COVE ROAD, HLMIS. IVE, Victor F. Adams, George L. .Cross and E. Thomas Murphy, as duly elected and qualified Selectmen of `the Town of Barnstable, in the Commonwealth of Massachusetts, acting for and in behalf of said town of Barnstable, under the provisions of Chapter 82 of the General Laws (Ter.Ed. ) FAY and Acts. in amendment thereof and in addition thereto, and under the power - conferred upon us as such Selectmen by vote of said Town of Barnstable, while acting under Article 83 of the Warrant for the Annual Town Meeting of the Inhabitants of Barnstable,, duly called and held on the third day of March, 1959, as will more particularly appear by reference to the records of the Town Clerk of said Barnstable, and by virtue .of every other power us hereto enabling, having complied with all preliminary. requirements prescribed by law, do ADOPT and DECREE'this ORDER OF 'TAKING,and do hereby Take a Public Easement of a Town Way by Eminent Domain for and in behalf ,of said Town of Barnstable, under the provisions of Chapter 79 of the General Laws and Acts in Amendment thereof or in addition thereto, in the land situated in said Barnstable "in the village of Hyannis within the side lines of the layout..-of-...a-Town Way , called Ripple Cove Road . The center line of said l itbut- is located and described as follows: 3ervinning at a point iri the southerly 'sideline of ' air Shore Road in Hyannis, xhich said point lies south 280. 21' 25" west a, dis"tahce of 62.775 feet from. a bound in the said southerly sideline.-of 3a.y Shore road: and at the re- gistered land of William J. and Demetra .B. Kevernete:s­" thence`,south W) 56 90'� west a distance of 140.21 feet to a point;thence by a curve to the left having., a. radius of 710 feet a distance of 714.49,, feet.to Apb nt in the northerly side- line of harbor Bluffs Road and the end of the layout. _ - 1 i The above described layout is 40 feet in. width its entire length except where otherwise shown and delineated on a plan of one sheet entitled, "Town of Barnstable Plan Showing Layout of Ripple Cove Road Hyannis As Made By The Selectmen, Nelson'Bearse and Richard Zane, Surveyors" to be recorded With a copy of this Order in' the Registry of Deeds for said County of Barnstable, Any trees or structures upon tne'land. above described, or affixed thereto, are not included in this' Taking, and the owners are allowed to remove such trees or structures, if any there be, from the above described land on or before the 30th day of. April, 1959. J And we-award as damages. to 'the owners of the land for the taking of this easement of a Town nday therein the sum set opposite their names for each parcel as follows: APPROXIMATE AREA OWNER OF 'FAKING AWARD ,reel No. 1 Elliot R. Goodman and Norma B. Goodman 1,460sq.ft.., 'None L:C. 7615-B Cert'. 14286 Bk. 101 P.106 2. Robert E. and Irene E. „ Supple 1,620 sq.ft.. None L.C. 7615-B Cert. 18318 Bk. 135 P.58 3. Rose G. Robitaille and 1,720 sq.,ft. . , None L.C. 7615 B Cert. 16981 Elva R. Miller Bk. 124 P.41 4• Robert E. and Irene E. 2;400 sq.ft,. None L.C. 7615 B Cert. 18850- Supple 18851-18852-18853 Bk.139 P.110-111-112-113 5. Albert and Mollie Robbinsz-.-2 400 -sq.ft. None L.C. 7615-B Cert. 19884 B. ,148 P.64 6. William H. Legate 1,088. sq.:ft. Y None L. -B Cert. 11535 Bk. 78 P.115 7. William J. & Demetra B. 564 sq.ft. None L.C. 7615 B Cert. 14460 Kevernetes Bk. 103 P.40 8. Andrew F. and Elva R. Miller 1,600 sq.ft. None h.C. 7615-B Cert. 21169 Bk. 159 P.29 9. Harold J. and Katherine P.Sullivan 1,580 sq.ft. None L.C. 7615-L Cert. 22705 02� . Bk. 172 P. 5 aro1d J. Sullivan 1,500 sq.ft. None L.C. 7615 B i, r L125 Bk. 158 P. lr Willard Welsh & Co., Inc. 1,660 sq.ft. None L.C. 7615-8 ��...,,'� 16132 Bk. 117 P.32 ,1 1 ; Phillip W. & Ethe1M. Doer 2;880 sq.ft. None L.C. 7615 B Cert. 18035 d ' Bk. 133 P-15 12 1 Anna A. Perry 12800 sq.ft. None L.C. 7615 B pert. 18547 k' t Bk. 137 P.4 13 Alan E. & Dorothy N. Small 2,400 sq.ft. None L.C. ,7615 B Cert. 19906 f` Bk. 148 P.86 14 Robert C. & Catherine P. 4 English 2,640 sq.ft. None _... _,. Bk. 148 P.98 a 15 Joseph J. Crescio 1,760 sq.ft. None . L.C. 7615 B Cert. 20202 Bk. 151 P.22 Adopted and dated at Barnstable., Barnstable.County, Massachusetts this 9th day of March, 1959, i Selectmen of Ba table id f f - e- „w 1 36 COMMONWEALTH OF MASSACHUSETTS $arnstable,ss. - - - June 18 , 1976 ORDER OF TAKING OF LAND IN BARNSTABLE (HYANNIS) , ' f FOR HIGHWAY PURPOSES - i ISLAND VIEW ROAD - TOWN OF BARNSTABLE We, WILLIAM H. ESHBAUGH, PAUL C. BROWN and MARY K. !MONTAGNA the duly elected Board of,' Selectmen for the Town of parnstable, by virtue of and in 4 pursuance of the vote of the Inhabi- tants of the Town of Barnstable act3.ng under ARTICLE 92 of the N i �976 Annual Town Meeting Warrant, said meeting having commenced on ,t ray 8, 1976, for the purposes of acquiring land for highway I . Purposes in the Village of Hyannis and having complied with !�11 preliminary requirements prescribed by and directed by law, �3o hereby order the taking and do hereby take by eminent domain for highway purposes under the provisions of Chapter 79 of the General Laws, in the name of and for The Inhabitants of the Town Of Barnstable, a municipal corporation within the County of $arnstable and the Commonwealth of Massachusetts, the fee in certiin *rccls of land within said Town of Barnstable being shown on a plan hereinafter mentioned, which plan is incorporated by reference 4s a part of this Order and is to be recorded herewith and Marginally indexed hereon in the Barnstable County Registry of Deeds, Mnd made a part of this Order. The parcels hereby taken are de- scribed in accordance with saic: Alan as LqjZ9W§ Beginning at a point on the northerly sideline of harbor Bluffs Road, a 1952 Town layout; thence beginning at Sta. 0+30. 34 at the canterline of Island View Road with a centerline radius of 475.00 fret and an arc of 559.44 feet to a point; thence North 46056' 00" East by the centerline to the Westerly sideline of Bay shore Road, a 1952 Town layout. Said layout is 30.00 feet wide in its entirety. Said land is shown and delineated on a. plan entitled "TOWN OF OF BARNSTABLE LAYOUT OF ISLAND VIEW RD. STA. 0+30. 34 TO iSTA, 6+28.86 PRECINCT 3 VILLAGE HYANNIS AS MADE BY THE SELECTMEN" i ; April 2, 1976, which plan is to be recorded with the Barnstable ; County Registry of Deeds togethar with an original or a certifies- i ; copy of this Order of Taking. 1 - 2 - 3-- opp- PARCELS 1-15 Owners Record Interest Taken Area Taken Award Psr,.:el 1 Frank J. Bonardi Ctf.55711 Fee Title 780 sq.ft.± -0- 945 Main St. Bk.446,P.101 Shrewsbury, Mass. Lt,39,Plan 7615-B Parcel 2 John Terracciano Ctf.63502 Fee Title 1065 sq.ft.± -0- 11 Chapin St. Bk.429,P.66 . Milford, Mass. Lt.169,P1an 7615-U Parcel 3 Maria G. Terracciano Ctf.64207 Fee Title 1556 sq.ft.± -0- 11 Chapin St. Bk.517,P.87 Milford, Mass. Lt.168,P1an 7615-U (equity of redemption) Milford Federal Svgs_ b Mort.Doc.No.199542 " ^ Loan Assoc. 246 Main St. .Milford, Mass. Parcel 4 Patrick G. Ames Ctf.67227 235 Mountain Ave. Bk.542, P.107 Arlington, Mass. Lt.53, Plan 7615-B Fee Title 1466 sq.ft.± Parcel 5 Patrick G. Ames 'Ctf.67227 'Fee Title i1177 sq_ft.± 235 Mountain Ave. 1 i Arlington, Mass. Bk.542, P.107 Parcel 6 Lt.52, Plan 7615-B Patrick G. Ames Ctf.67227 Fee Title 1177 sq.ft.+ -0- 235 Mountain Ave. Bk.5^--2, P.107 j Arlington, Mass. Lt.51, Plan 7615-B Parcel 7 James E. Goggin and Ctf.41098 Fee Title 1177 sq.ft.± -0- Nora A. Goggin H/W Bk.325, P.28 390 Lowell St. Lt. 50, Plan 7615-B Peabody, Mass. << i (equity of redemption) Peabody Cooperative Bank Mort.Doc.No.115794 232 Main St. , - - Peabody, Mass. t 1 • • I • ' DOC c777,692 09--02-99 I21SO . 310CMR 10.99 BRR)ISTRBLE LR)JD COURT REGISTRY Form 5 MEF1kNo. SE3-3467 ±`. tyo b6 provae0 by DECE1 Commonwealth Ci1y Tom,,,,, Barnstable i of Massachusetts *MIT � A;Pbc6nt Fallon rws t63p r Order of Conditions Massachusetts Wetlands Protection Act, Q.L. c.131, §40 TOWN OF BARNSTABLB ORDIMIXICBS, ARTICLB XXVII From Barnstable Conservation commission Y To John Fallon same (Name of Applicant) (Name of property owner) Address 39.Hudson St. . Somerviole1G3MA Address bAmp Map Number 325 Parcel Number 178 .ths� y's \ This Order is issued and delivered as follows: O by hand delivery to applicant or representative on (date) 3 9 by certified mail.return receipt requested on June 23. 1999 (date) ')This project is located at I Island View Rd., Hyannis The property is recorded at the Registry of Deeds in Barnstable � Book Page Lot 179 on LCP 7615x- c 690 Certificate(it registered) Z$ The Notice of Intent for this project was filed on Dec. 29• 199A (date) The public hearing was closed on March 16. 1999 (date) Findings The Barnstable consery tiDn_snmmi nni n„ has reviewed the above-reference d Notice of Intent and plans and has held a public hearing on the project.Based on the information available to the Commission at this time.the Commission has determined that \ the area on which the proposed work is to be done is signilicant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act)check as appropriate): KfiF 0 Public water supply lood control O Land containing shellfish O Private water supply torm ddmage prevention �Isheries O Groundwater supply Prevention of pollution Protection of wildlife habitat Total Filing Fee Submitted $250.00 State Shan $1''12.50 Cityrrown Share 1%Ise in excess of S25) Total Refund Due S • City/Town Portion S State Portion S ._ ARTICLE 27 Onlys (th total) (W total) [) Public Trust Rights O Agriculture earosion Control O Aquaoniture 94"eathatic creational X O Historic 3� 777 0-2 1 SE3-3467-Fallon Approved Plan=June 10, 1999 Revised Site Plan by Arne Ojala,RPE Findings: 1. A waiver to the Commission's Buffer Zone Regulation is herein granted so that the parcel will not be rendered unbuildable. A key factor in granting the waiver is the ability to connect the proposed house to Town sewer. 2. A portion of the isolated wetland on the has been mowed,and as a consequence turf grasses have replaced wetland forbes. The Commission finds the disturbed portion of the wetlands in need of restoration prior to any other work at the site. Special Conditions of Approval: 1. General Conditions 1-12 on the proceeding page are binding,and demand both your attention and compliance. 2. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(preceding page)shal I be complied with. 3. The applicant shall pay for their legal advertisement as invoiced. 4. This permit is valid for 3 years from the date of issuance,unless extended at the request of the applicant. 5. The applicant shall provide project contractors with copies of the Order of Conditions and approved plans prior to the start of their work. 6. Approval shall be contingent upon receipt and approval of a wetlands restoration planting plan and work protocol for the disturbed portion of the wetland. Work on the proposed house shall not begin until the wetland has been restored. 7. The work limit shown on the approved plan shall be strictly observed. 8. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer prior to the start of work. 9. Prior to the start of work,staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 10. There shall be no disturbance of the site, including cutting of vegetation,beyond the work limit. This restriction shall continue over time. 11. Upon completion of the foundation(s)for the house,the project surveyor or engineer shall provide in writing to the Commission verification of the approved siting of the se3-3467 3 � 2 foundation(s),and of the approved location and condition of the sediment controls (strawbales)deployed at the site. Once the foundation(s)are laid,no further work on the project shall occur until the verification is signed off in writing by the Conservation Commission. 12. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall be left unvegetated or unmulched for more than 30 days. `13. The proposed lawn shall be underlain with at least 3"of organic loam. -14. Drywells or gravelled trenches along the drip lines shall be installed to accommodate roof runoff. 15. The driveway shall be constructed of pervious material. 16. Construction shall conform to the requirements of the State Building Code, the Town of Barnstable Zoning By-law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consulting with the Building Commissioner. R17. The split rail fence shall be maintained in place over time. .18. Any dumped clippings or brush located on the subject parcel shall be,removed prior to the start of construction and appropriately disposed of. '19. It is the responsibility of the applicant, owner and/or successor(s) to ensure that all conditions of this Order are complied with. The project engineer and contractors are to be provided with a copy of this Order and referenced documents before the commencement of construction. The foregoing condition shall not be construed to exempt project contractors from responsibility for any work performed in deviation with provisions of the Order of Conditions or with the detail of the plans of record. 20. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. .21. At the completion of work,or by the expiration of the present permit,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation, if any, exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance, se3-3467 3� Therefore, the Barnstable conservation commission hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect these interests checked above. The commission orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. General Conditionsi 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this order. 2. This order doss not grant any property rights or any exclusive privileges; it does not authorise any injury to private property or invasion of private rights. 3. This Order does not relieve the permittes or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this order unless either of the following apply: a) The work is a maintenance dredging project as provided for in the Actl or b) The time for completion hai"been extended to a specified date more than three years, but less than five years, from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this order. S. This order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 34 days prior to the expiration date of the order. 6. Any. fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. .7. No work shall be undertaken until all administrative appeal ` periods from this order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No.work shall be undertaken until the final order has been o recorded in the Registry of Deeds or the Land Court for the Paq*2 district in which the land is located, within the chain of title of the affected property. in the case of recorded land, the Final Order shall also be noted in the Registry's Grantor index under the name of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the Commission on the form at the end of this order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, rile Number SE3-3467 /10. Where the Department of Environmental Protection is requested to make a determination and to issue a superseding Order, the conservation Commission shall be a party,to all agency-prooesdings and hearings before the Department. 11. Upon completion of the work described herein, the applicant shall forthwith request in writing that a certificate of Compliance be issued stating that the work has been satisfactorily completed. '12. The work shall conform to the following plans and special ` conditions. Issued By Barnstable Conservation Commission S Signs This Order must be signed by a majority of the Conservation Commission. vZ On this day o ���" 19 ._. before me personally appeared �T ,, � cti , to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. Notary Public My commission expires f apt Nei t`' The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the.propO-rd- work is to be done or any ten residents of the city or town In which such land is located are hereby notified of theii tight, to request the Department of Environmental Quality Engineering to issue a Superseding Order.providing the request Is made by certified mail or hand delivery to the Department within ten days from the date of Issuance.of this Order.A copy of the request shall at the same time be sent by certified mail or hand deUvery to the Conservation Commission and the applicant. BARNSTABLE REGISTRY OF DEEDS eARNsTA LE COUN ry A tgtiF Opp F EST 35 BARNSTABLE LAND COURT REGISTRY DISTRICT LAND COURT ENTRY LIST JOHN F. MEADE, REGISTER REQUESTED BY (LC) . . .M VALLIE COUNTER PRINT REQUEST PAGE 1 SURNAME/GIVEN NAME.�.FALLON JOHN / PRINTED: 12/20/99 14:25:21 LC160R GRANTORS/GRANTEES. .�O.BOTH PERSONS/COMPANIES:BOTH TOWN:ALL DOC TYPES. . . . . . . . . . .*ALL INDEX DATES. . . . . . . . ..thru Dec 17,1999 # 787,686 ------------------------------------------------------------------------------------------------------------------------------------ DO'C DATE OF SURNAME DOC DESCRIPTION NUMBER GRP SEQ RECEPTION GIVEN NAME TYPE TOWN OTHER CERTIFICATE # ------------------------------------------------------------------------------------------------------------------------------------ - •r *** GRANTORS *** FALLON �1CPedlEO�� 646r606 } } 1995 0-B zn d,gu�.� ivn� 9 By4��.-.r-�7�7-6z5 X 69874 IP�i1rC� cdc,cn7 i i i995 nu zn ,nuy rgni N DARN EYTENS}9N 0 646,606 6907'� 646,692- JF' v4obp$777,692 1 1 1999 09 02 JOHN (&O) 0 BARN 179 7615-X 69074 6 638,196 1 1 1995 04 27 JOHN E (&0) C/ML BARN SEE DOC 984 631,083 1 1 1994 12 29 JOHN F (&0) C/ML DENN SEE DOC 127405 559,459 1 1 1992 08 03 JOHN J M DENN 5 11257-B 127405 596,323 1 1 1993 10 20 JOHN J (&O) M DENN 5 11257-B 127405 631,084 1 1 1994 12 29 JOHN J (&0) M DENN 5 11257-B 127405 748,692 1 1 1998 12 09 JOHN J (&OX C/ML DENN SEE DOC 127405 748,693 1 1 1998 12 09 JOHN J (&0) M DENN 5 11257-B 127405 625,083 1 1 1994 09 29 JOHN K M YARM 136 368 -F 135130 639,712 1 1 1995 05 18 JOHN K (&0) A YARM 625,0 -1 135130 670,955 1 1 1996 07 12 JOHN K-(&O) RS YARM HE H RS 136 36848-F 135130 671,280 1 1 1996 07 16 JOHN K C/ML YARM E DOC 135130 671,281 1 1 1996 07 16 JOHN K M YA 136 36848-F 135130 686,195 1 1 1997 01 30 JOHN K M RM 136 36848-F 135130 710,728 1 1 1997 11 28 JOHN K M YARM 136 36848-F 135130 723,795 1 1 1998 04 22 JOHN K L YARM SEE DOC 135130 723,796 1 1 1998 04 22 JOHN K M YARM 136 36848-F 135130 732,120 1 1 1998 07 06 JOHN K (&0). SD YARM M 710,728 TO M 723,796 135130 732,120 1 2 1998 07 06 JOHN K (&0) SO YARM M 710,728 TO M 723,796 135130 776,691 1 1 1999 08 25 JOHN K M YARM 136 36848-F 135130 398,407 1 1 1986 06 26 JOHN L (& W) C/ML DENN SEE DOC 88856 CERTIFICAT CANCELLED 12/29/1994 398,408 1 1 1986 06 26 JOHN L M DENN LOT 17 PL 22320-B 88856 CER ICATE CANCELLED 12/29/1994 398,408 1 1 1986 06 26 JOH M DENN LOT 17 PL 22320-B 135986 631,212 1 1 1994 12 29 N L DD DENN 88856 17 22320-B 135986 631P213 1 1 1994 12 29 J0HN L (AS TR) DL/TR DENN SEE DOC 135986 714,350 1 1 1998 O1 JOHN L (AS TR) A DENN 631,213-1 135986 714,492 1 1 1998 15 JOHN L (AS TR) M DENN 17 22320-B 135986 768,993 1 1 1 06 14 JOHN P JR (AS TR &0) DL/TR BARN SEE DOC 153532 768,994 1 1 999 06 14 JOHN P JR (&0) DD BARN 125751 33 3216-C (SH 4) 153532 393,358 1 1986 05 08 JOHN T LI BARN & PERMIT 92197 420,626 1 1987 02 11 JOHN T C/CP BARN 420,625 92197 618,638 1 1 1994 07 01 JOHN T (&0) M FALM 1 (SEC A) 11518-T 134303 CERTIFICATE CANCELLED 05/12/1997 61 1638 1 1 1994 07 01 JOHN T (&0) M FALM 1 (SEC A) 11518-T 144407 11518-T (SH 3) -CONTINUED ON NEXT PAGE` BARNSTABLE LAND COURT REGISTRY DISTRICT LAND COURT ENTRY LIST JOHN F. MEADE, REGISTER REQUESTED BY (LC). . .M VALLIE _COUNTER PRINT REQUEST PAGE 2 SURNAME/GIVEN NAME. .FALLON JOHN PRINTED: 12/20/99 14:25:21 LC160R GRANTORS/GRANTEES. . .BOTH PERSONS/COMPANIES:BOTH TOWN:ALL DOC TYPES. . . . . . . . . . .*ALL INDEX DATES. . . . . . . . .thru Dec 17,1999 # 787,686 ------------------------------------------------------------------------------------------------------------------------------------ DOC DATE OF SURNAME DOC DESCRIPTION NUMBER GRP SEQ RECEPTION GIVEN NAME TYPE TOWN OTHER CERTIFICATE # ------------------------------------------------------------------------------------------------------------------------------------ -CONTINUED FROM PREVIOUS PAGE- *** GRANTORS *** FALLON (SH 1) 751"89-1 *** GRANTEES *** 0 214,380 1 1 1976 11 00 JOHN DD BARN LOT 179 PL 7615-X 69074 1114,380 1 2 1976 11 00 JOHN DD SEE DOC 5 , (SH 1) 638,828 1 1 1995 05 04 JOHN E (&0) PD BARN 130 & 131 7615-B BT 1 ,629 136984 559,458 1 1 1992 08 03 JOHN J (&W) DD DENN 109542 5 11257-B 127405 631,622 1 1 1995 01 06 JOHN J ,(&0) D DENN 559,459-1 127405 -� 634,487 1 1 1995 02 24 JOHN J (&O) D DENN 596,323-1 127405 751,085 1 1 1998 12 29 JOHN J (&0) D DENN 631,084 127405 625,082 1 1 1994 09 29 JOHN K DD YARM 1348 136 36848-F 135130 683,188 1 1 1996 12 17 JOHN K (&0) D YARM 6 ,083-1 135130 689,394 1 1 1997 03 13 JOHN K D YAR 671,281-1 135130 729,466 1 1 1998 06 11 JOHN K D M 686,195-1 135130 295,829 1 1 1982 06 11 JOHN L (&W) DD DENN LOT 17 PL 22320-B 88856 CERTIFICATE CANCELLED 12/2 994 631,212 1 1 1994 12 29 JOHN L (AS TR) DO DENN 88856 17 22320-B 135986 714,269 1 1 1998 01 12 JOHN L (&0) D DENN 398,408-1 135986 545,053 1 1 1992 02 14 JOHN P JR (&W) DD BARN 121885 33 3216-C (SH 4) 125751 768,994 1 1 1999 06 14 JOHN P JR (AS T 0) DD BARN 125751 33 -3216-C (SH 4) 153532 88,685 1 1 1964 06 00 JOHN T (&W) DD BARN LAND PL 5723-B 32824 618,637 1 1 1994 07 01 JOHN T DD FALM 69335 1 (SEC A) 11518-T(SH3) 134303 . C IFICATE CANCELLED 05/12/1997 731,089 1 1 1998 06 29 N T (&0) D FALM 618,638-1 144407 767,295 1 1 1999 05 27 JOHN T (&0) ES BARN 77 5725-32 31911 767,295 1 1 1999 0 7 JOHN T (&0) ES BARN 77 5725-32 32824 767,295 1 1 19 05 27 JOHN T (&0) ES BARN 77 5725-32 76914 767,295 1 1 999 05 27 JOHN T (&O) ES BARN 77 5725-32 92197 767,295 1 1999 05 27 JOHN T (&O) ES BARN 77 5725-32 145834 767,295 1 1999 05 27 JOHN T (&O) ES BARN 77 5725-32 153308 71,25 1 1 1961 08 00 JOHN W (&W) DD MASH LOT 1 BLK E PL 11408-H SH 1 27330 CERTIFICATE CANCELLED 05/25/1993 1 (SH 1) (SH 1) • ----- RUN TOTALS ------ 41 GRANTORS LISTED t 28 GRANTEES LISTED REQUESTED BY (LC00).M VALLIE ENCUMBRANCE LIST BARNSTABLE LAND COURT REGISTRY DISTRICT ENCUMBRANCES FOR.... 1,214,380 1 COUNTER PRINT REQUEST CERTIFICATE #.......69074 PRINTED 12/20/99 14:25:47 INDEX DATES.........Land Record .Gtor/Gtee Index thru Dec 17,1999 # 787,686 PAGE 1 -----------------------------------------------DATE OF INSTRIIMENT DOCUMENT DATE AND TIME NUMBER RIND RUNNING IN FAVOR OF TERMS OF REGISTRATION RELATED DOCS ______________________________________________________________________________________________________---------_--------=_ V209,487 TR TOWN OF BARNSTABLE ISLAND VIEW ROAD 06-18-1976 1 1 07708-1976 11:27 --- -------------------------------------------------------------------------------------------------------------------------------- `� 613,911 0 BARN629AB&E GONSERMATIAN 179 7.615 X 04 21-1984 (� 1 COMMISSION 05-05-1994 12:26 j( ------------------------------------------------------------------------------------------------------------------------------------- 646.606 n .n,AR�iSTAB E' GONSERMATION 378 763- �-� g 6 1999 1 COMMISSION 08-30-1995 12:48 646,607 1 646,608 1 ----------------------------------------------------------------------------------------------------------------------------------- 6ac7 607 N ,--EXTENSION 0 646,606 07 16 1991 1 08-30-1995 12:48 646,606 1 --------------------------------------------------------------- ------------------------------------------------------------------- 646,608 N E-ST-ENSIGN Q 646�606 03-09-3994 1 08-30-1995 12:48 646,606 1 -- ------------------------------------------------------- -------------------------------------------------------------------- 77,692 O BARNSTABLE CONSERVATION 179 7615-X -06-22-1999' 1- COMMISSION 09-02-1999 12:50 ------------------------------------------------------------------------------------------------------------------------------------ 'r This may not be a complete listing of all encumbrances for this certificate' Nnumber. Reference should be made to the actual certificate registered in the Land Court to verify all encumbrances. Encumbrances recorded after the Land Court Record Book recording date will appear: on this list. These listings are not covered by M.G.L. C.185 S.46. �_ REQUESTED BY . . . . . . .M VALLIE t BARNSTABLE COUNTY REGISTRY OF DEEDS SURNAME/GIVEN NAME. .FALLON J JOHN F. MEADE, REGISTER 4 BANKRUPTCY INDEX COUNTER PRINT REQUEST INDEX DATES... . . . . . . .Bankruptcy filings from Jan 01,1994 through Dec 20,1999 PRINTED 12/22/99 14:32:46 PAGE 1 DATE OF ASSET N A M E ADDRESS FILING CASE # CH TYP CASE --------------------- --------------------------------------------------------------------------------------------------------------- FALLON JANICE WOBURN, MA 01801 1996-10-09 96-17740 13 BK Y FALLON SEAN R. ------------------------------------------------------------------------------------------------------------------------------------ FALLON JEFFREY R (&0) MARBLEHEAD, MA 1995-03-31 95-12195 07 FALLON MARY D (&0) ------------------------------------------------------------------------------------------------------------------------------------ 'FALLON JOHN SOUTH BOSTON, MA 02127 1997-10-30 97-20321 7 BK N FALLON LINDA M. O'BRIEN LINDA . (AKA) -----------------------------------------------------------------------------------------------------------------------_------------ - FALLON -----------JOHN_P-----------------------BOSTON,-MA 02127 1998-03-30 98-13092 7 --BK------------------------ ------------------ ---------------------------------------------------- +4 INDEXES LISTED L W II Piz l l y C U � 3 .ems ko) Town of Barnstable �T Planning Department variance- Bulk/Min Lot &' Undersized Lot Staff Report - Appeal' No. 1994-13 L ' Date: January 24, 1994' f` To: Zonin d Appeals From: Robert P. Schernig, Director Art Traczyk, Principal Planner Dave Palmer, Assistant Planner SRDTDraft Vers. Petition Summary •. Appeal No. 1994-13 .T Applicant - . Jan N. Jonas w Address: 2 Burns Road, Lexington, MA 02173 Status: Has Purchase & sale Agreement, on Lot # , 179 Valid to March .15, .1994 Property Location:_ -- -_--�- ._--.�k P Yt39 #�179 Island view Road, Hyannis, Mp-"` owner & Eleanor Fallon '' " udson Street rville, MA 02143 Assessors Map/Parcel: 325-178. 0.32 Acres r t' Zoning: 'RB - Residential B District Zoning Overlay District: AP - Aquifer Protection 'Overlay District Applicants Request: Variance to section 2-3.7 ,Setbacks from } wetlands / great ponds*'to permit location of a single family- dwelling 13.feet, from a. r wetland where 35 feet is required. Activity Request - To permit 'construction of the proposed , �y 1,800 sq. .ft. new single. family house on , r the property. Procedural Provisions: Section 5-3.2 (3 'Variances' Filed: c Dec. '15, ..1993, 11:44 AM;`'fos ZBA Mtg of _:r$,. Feb 2,` 94. 1 . Background Information r ' The vacant property'is�located at-.lot # 179 Island view Road in -Hyannis two blocks east of ocean street and contains 0.32 Acres according the Assessors data. The presented "Site Plan showing proposed dwelling with sewer line at Lot 179, Island view Road in (Hyannis) Barnstable, MA prepared for John Fallon" by Down Cape Engineering, Inc. indicates that 50% of the lot is wetland. f Staff Report - Appeal No. 1994-13 Variance =`+Wetlands Setback): Jonas • ° The petitioner is requesting relief from the wetland setback regulations '' to allow the construction of a single family dwelling only 13 feet from " the edge of the wetland. DEPARTMENT COMMENTS: r'r, 1. section 5-3.2 (3) of the Zoning ordinance and section 10 of Mass. � General Laws (MGL) Chapter 40A require that the Board be provided with' facts which justify the granting of the relief sought. The petitioner should be prepared to present the circumstances relating to soil, shape, or topography which justifies the granting of this relief and should also be prepared to substantiate that the granting of the relief will not be in detriment to the neighborhood nor derogate the intent of the Zoning Ordinance. 2. The Applicant should be prepared to address `before' the Board the following: a. The date of the creation of the lot and the land use controls " ,. in existence at that time. a. Board of Health review and approval of septic system, including sewer connection requested by applicant to manhole on°Island view Road in lieu of Town sewer over 200, distant. b. Conservation Commission review and final approval of plans submitted with this application as meeting all relevant regulations (other than the zoning wetland setback) . The current owner holds an order of Conditions based upon ~Plan of Record dated June 26, • 1989 , signed and stamped by Arne H. Ojala, P.L.S. on' file with the Barnstable- conservation commission". Applicant should verify that the submitted plans are identical, and that the Conservation Commissions Order of Conditions is still in force. w SUGGESTED CONSIDERATIONS: ' If the Board should find to grant':th'is' request for a Variance, it:may consider the following suggested conditions: 1. Adherence to all regulations-'and requirements of the Board of Health. 2. Adherence to a Conservation Commission order of conditions based on the site and building "plans ,as .submitted for this appeal. 3. Issuance of ak building tpermit by the Building Commissioner. cc: Building cammissioner - a Board of Health Conservatism Commission Af L.o r 49 Rc. a Lxus � OJ V A O LOCATION MAP wT So Assessors Map J25- Parcel 179 LOT 178 ro POURED CONCRETE • FOUNDATION ro / h � s 1 . Q LOT 177 ` 13 , 776 S . F . . 32 • ACRES /00 Ir 00 v\ LOT 180 ®RAN ENGINEERING , INC . �.P��\"OFMAS. o=� STEPHEN sN 941 MAIN STREET , SO . HARWICH . MA 02661 432-2878 93 P" CER T l F l ED �FOUNDATION T l ON PLAN / N BA RNS TA BL E. MA _ l certify, that the foundation on this lot i s located as shown �P��NOFVq above and conforms to the setback requirements of the Town of STEP EN BARNSTABLE and is located within a high flood hazard area : Zone A9, Community Panel Number 250001 0006 0 Revised July 2� 1992. M 3 v �PROJECT : 99— 21 D SCALE : 1 ~ s 20 ' DA TE : 61 / 4100 "°sus � � kj l/�n7� F�By Eley.//a Bo#am P/wl r E/ev,/O.D (/aside eaaAmve) , L06Us tO Ta,O o1eAoo Tin 1 � r } LOCA T I ON MAP Assessors Map 325 Parcel 178 CB DH " FND ✓ENT AREq : s9ar4i'e Tee i,otr sycure of err�c%seb'c�/�a. A Ja Xo.a Y. . � •fie �irea��erlfArpa =0.633 xe84•s=�3�. 1,4 1417 11141,*76e0- o-f1leefs Yemf: 8.Oo ,use 4Yew,-s 7.3 Ye/T1'� ti� P� � CB D Yko/ FND �.¢ .8 N8 ¢ 1'UTIL. ✓erf POLE CB DH FND M,#NNrXLe uY M� 0 �•' �. 0 C "-— Exis finy Conou� _Top P._ Se •a Ex�sf>r� �spo✓ '-/ei1a11on ro � ` Proposed Coa�our C3 - PLAN REFERENCE L . C . 7615 SHEET 2 R N N G I N E E R i N G I N C . �p��No�r.,q�s�, E t> SIEFHEN y 941 MAIN STREET. SO . HARWICH. MA 02881 J 432-2878 N .39398 PLOT PLAN OF LAND IN BARNS TABL E HA PREPARED FOR ; ��o1 ss9 GREATER HARWICH CONSTRUCTION 0 T 51 TA BL E ISLAND VIEW ROAD B No.23;' A RNS , 9��,S1�P���� IROJECT : 97— 4 17 S � Tr)A CAL E • 1 20 TE : 1218197 off. 508-362-4541 I fax 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st, yarmouth, ma 02675 µ 7. 7.43 SHED 7.8i PARCEL 178 , �. �0 0 ' 13,776 s.f.' , .00 f CONC PA710 UNDER I DECK i 30 ;PA ;.� s 4i EXIST. DWELL. 00 POST & RAIL 7 :.� .-1`8.5 , oo- 4 FENCE9.3 ;. #9 �Vw. #5o` a \v; 9.29 = ry h , 't9.18 �,`O //w � SEWER MANHOLE 8.40 i O -I- 09 OY :'ems #3 rr , ] 00 oo / / a NOTES: #1 ;• , t 1. ELEVATIONS NGVD 2. ASSESSORS MAP 325 PARCEL 178 ; / / D C � CDV OCT 2 7 2003 SITE. PLAN SHOWING AS—BUILT CONDITIONS BARNSTABL.E CONSERVATION of LOT 179 ISLAND VIEW ROAD IN THE TOWN OF: HYANNIS BARNSTABLE PREPARED FOR: JOHN FALLON ARNE H. OJALA, PE, PLS DATE 0 0 20 40 60 Feet SCALE: 20' DATE:: MAY 5, 2003 87-561 _ ? 7 p • t A.M.P.M. FALLON RESIDENCE DESIGN P.O BOX 586 WEST DENNIS MA 02670 508.400.6093 43 ISLAND VIEWA $�GH HYANNIS MA 02601 43 ISLAND VIEW ,x375 -I .. x'. s FALCON 7777 ` a RESIDENCE - .X T lam w r jr , e CONTACT GENERAL DESIGNER CONTRACTOR AM,PMDESgN NOImOURIS CON3TRUCEgN P.O BO%5B9 lOAIHB WFST DENNIB WEST VNgLMWOIRH MAO]S]0 CODE REF:RC]DW MAOB3]3 51Bam609! w1EN W1TgN RE—EW-00m: . STRUCTURAL CIVIL (ONEPNOTWOFN.LILY000E) _ DATE:714/201 PERMIT SET ENGINEER ENGINEER MAGNNEB DOWNCAPE EAROWREB COMB B.."' ENGINEERMG \I P.OBO y— •� T RJOt 21.1 O YAfMOUMPORT MA EASTSAND.-WICH 50&,B2S56i OESgNCRRERU\ HA03J] CONSTRUCTIONINREGIONSWHERETHEBASIC SPEE08 mny F.+?T-T(A)Em,AI nR EX.CEED iIOMILEB FER HOUR 6HALL BE OEBIGNEO IN ACCOImANCE WITH.... AMCAICMIFOREBLAND PARERASSOCWTION(MO.WOOD 110 MPH EmOSURE R—E GUIDELINES TO BE FOLLOWE6 FRAME CONSTRUCTION MANUAL FOR ONE ANOIWO FAMLY O 3—D OSTRRAR QIPB,nE OOWN3,IIPL H DWELLINGS. WOOD IJOIST ROOK 8YBTEM95HN10E. WRH ` REOUI(�MENi9 5ET FORTH w GUff-CTURE3'8 w3fALLAlION R 6.1 CARBON MOHOX10EAtARA1 Aim BmNO GUIDELwES R tCD CIT®ONMGNOKIMA.IARMS. MARK DATE DESCRIPTION A FOR NEW CONSTRUCTION,MAPPROVED CPABON MONOXIm f AWpA BNALLBE w3fN.lED OUTSIDE OF FACHBEPARATE ._ /`Ve SLEEPIN W Mff THE IMMEOUTE UE—RE F THE 8E0ROOM8 w oWELUNG uart3 WIT1IN WRIpI FUELFtREO APPLIN/CEB ARE PROJECT NO: #Pip L - q� IN3fALtE0 AN01N DWELLING UNR3TNAT HAVEATTAC1ff0 ^.► oMAGE3. DATE: 7/14/2017 aJts�IrarALunoN LouTgNe JAY ALAEB.IN—AEITHERBE AN wTERCGMORWIRELEBS PART. COPYRIGHT v AIOW�V0.TA0E COMBINATION SY3tEM OR WIRE1E89 SYSTEM. q� ALARMS SNNilIAVE SECOtmARnSTA]mOh PO'NER FROM �7 �� MONROREO BATTE=56(MELS)NDWIREL SS Td,FO,R E )JW�ai NAIWCONTROLUHITS IPPNELSIANO WIiELESS SYSTEMS,THE PANEL BATTERY SHP,L SEAS THESOURCE75 STED,AS �'j� POWtiRALAWISSHNIBEE r TERC ULaEUSTED,AR (f ALARMSPROWOINOTHEyMEG]MPATI�AEm� EF118:FwALMM9 SHEET TITLE TAREPREMDENCE. PJ143MOKE AIAFBA3 �,lA„1=ATM COVER SHEET SMOKE ALARMS"U BE INSTNLED iNTHE FOLLOWING - LOCAnON3. T.N EACH SLEEPNG a00M. 2 OUTSgE EACH BEPMATE SLEEPING AREA N THE IWEB— VIGNITY OFTHE BEOROGNS. J ON EMIADDRIONAL STORY OF THE OWEIIING,INQLmING BABEMENt9 PND HAB,%r ATnCfi BUI'NOT INCUIDNG CRAWL SPACES MIDlwWIMERABLEATT -... NEARTIE BASE OFALL STMR3 WHERE SLKN STAIRS LEAD TO MOTHER OCCUPIED FLOOR, 5,FOR EACH 1,2A SQUARE FOOT OFAREA OR PART THEREOF. WHENMORETHANONE SMOKEALARMISREOUIREOTOBE A OMCESO WITHIN ANNOIVIOUALOWELLING INR THE PlAW1 LEI/...I`j DEVICES SHALL BE NTEaCGRNECTED IN SUCH A W E:R THAT THE ACT—Z OF ONEALAWA WILLACTNATEALLT ALARMS iN THE wDIWOWLL UNR. SHEET 1 OF 7 a. Y y A.M.P.M. DESIGN §•s h 8 c's P.O BOX 586 WEST DENNIS W r.°• SD 1-� M 1'-s• REMOVE ESIOSDNG EXTERIOR j 508.400.6093 I GRADE sm—AND REPLACE- A INTERIOR EYE.PAINT I S311e'1 � i SCUPPER TO GUTTER AND DOWN PIPE SCUPERS SPACEDATS O.0 BBEAD EAMS BOARD PAINTED WHIT BETWEEEN EXPOSED DOTTED LINE INDICATES KNEE WALL W/M FRAMING®1S•O.0 FLASHING ALONG ALL ROOF/WALL VALLE'/ 14AA0 WODD FLOOR 1 EIIPOSED S•XS•OEM IN W/WHITE WOODEN CAP MID RAILING BYSTEtd �1/ NATURAL WOW TONE ————————_ — FINISH ROOF DECK WITH VKOTE TEK WATER PRWFINO SYSTEM 1 REFIACEBIWOLDINO S'14, I I WWtSWIil1 STADARD 1-1• C ABINET DOORS, es 114.1 I UPPER AND LOWEw q FULLNEIGHTPANTRV .. ——__ • '¢��A/—F OF TRACK ON 3LANOw71 * I . M SIDE —— NEW ROOF ICl/i BACK EXISTING TO ALLOW FOR NEW PANTRY OR I GYER EaBTINGDDRMER 43 ISLAND VIEW PANTRY I STAIR ON FULL aLnss wwEL DR s�d�ADE BHDN to STAIR UP TO ROOF DECK FALLON j RESIDENCE _ 1 s<1u• J-_ O T— LL B` - 1m nwl.o waeroNovErwswauns - II � ua�n�ProwXw�T �ro s t s 1 1 I \ —iH a=a=m���- eTEPBArxroNlEu:wlD°XATRewR i 1 1 1 1\ 'i i • � ROOF L SCALE:114' = 1'-d 2nd FLOOR 1 SCALE:1/4' = 1'-0• SPACE DECIONO TO ALLOW TOR SHOWER WATERTO DRAIN OFF EXPOSED FRAMING PEGS FORTOWELS/CLOTHES BEAD BOARD(WHITE)BETWEEN EXPOSED 6'1W'BEAMSNATIRtAL h 1® SHOWER WOW TONE - I AREA BENCH P'd 1/2• RAISED FLOOR TO ALLOW FOR 5.1N' WATERFLOW BEIOW.EXTERIOR GRACE DECKING FIN • 6 BEAL/.NATURA TONS ref? 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Paint WNIe edow LIM ESTATE LOCK OIL Rl18BED BRONZE ANDER9EH400 T IN2 W20T S 61 - PaM"--- TEMPEAEDISCREEN—UFTIE6TATELOCKOILRUSBEDBRO= ANDERSE1400 TWl1082 - W200 r SJ• -- PaOd-W BRgt TEl.1PETEDISCREDN I—UFTIESTATELOMOILRU88EDSR0NZE ANOQiBET1400 lYf2t052 Window Schedule 1 ALL WINDOWS OPENINGS WILL HAVE INSECT SCREENS 1 ' - COMPOSITE RAIL - COMPOSR CAP _ DATE: /14/201 PERMIT SET 18"HIGHT PARAPETABOVE FIN DECKING 2X4"STUD WELDED WATER TIGHT SCUPPER SET PT.FRAMING FOR APARAPET iX6"DECKING ON TAPPERED 2X SUPPORTS 16"O.0 OVER ROOFING INTERPLY MODIFIED RUBBER ROOFING MEMBRANE CAP WELDED WATERTIGHT SCUPPER SET IN TAPPERED DECKING JOIST/PITCHED TO SCUPPER MULTI-PURPOSE MS FLASHING CEMNET r RUBBER ROOFING MEMBRANE CAP 3" (PRIME METAL BWGORE STRIPPING) - AP SEALANT - MARK DATE DESCRIPTION BASE AND PLY SHEETS CONTINUOUS WATER BLOCK SHEATHING DRIP EDGE PROJECT NO: Vin RIGID INSULATION FASTENERS DATE: 7/14/2017 AIR BARRIER DRAWN BY: NCAD COPYRIGHT - ROOF SHEATHING GUTTER BLOCKING SOFFIT VENT ROOF JOISTS SHEET TITLE DETAILS DETAIL - 3 SCALE:,• = 1'-0" � - . A-5 SHEET 7 OF 7 I 1 NOTES MITIGATION CALCULATIONS: "5� 5a°`"5b 1. DATUM IS NAVD '88 tjARDSCAPE 0 50' 50-100' 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO as Q qhe BE USED FOR LOT LINE STAKING OR ANY OTHER EXISTING: 2282 SF 25 SF \ PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING PROPOSED: 2282 SF 25 SF r DIGSAFE(1-888-344-7233) AND VERIFYING THE Ook - ` LOCATION OF ALL UNDERGROUND& OVERHEAD UTILITIES , 2 \ PRIOR TO COMMENCEMENT OF WORK. INCREASE: 0 SF 0 SF Locus L 4. EXISTING DWELLING IS CONNECTED TO TOWN SEWER. mold I' Lewis 5.'WETLAND FLAGGED BY BRAD HALL OF BLH Bay \ ENVIRONMENTAL CONSULTING 6. ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS OR STONE TRENCHES. ` 7. WORK LIMIT LINE SHALL CONSIST OF A STAKED SILT Nantucket FENCE Sound j t - LOCUS MAP PROP. SCREENED IN PORCH f ( = ; OVER ExisnNG PAnol - —) SCALE 1"=2000't 100.00 / PROP. OFSEASON DECK Roots INJ—8 ASSESSORS MAP 325 PARCEL 178 PLACELOCUS IS WITHIN FEMA FLOOD ZONE AE (EL qy PROPOSED ROOF DECK �� h 57. J �. `a•�_q OVER NEW 3 SEASON 12) AS SHOWN ON COMMUNITY PANEL #25001CO569J DATED 7/16/2014 PATIO UNOER DECK - O PROPOSED o ` 2ND STORY }JG ZPROPOZONING SUMMARY LANDING i S FENCE REMOVE ` N EXISTING • '} �'� CONCRETE- DWELLING l J As sr+owN (SECTION TOF= 8.5 ZONING DISTRICT: RB DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' ` WORK MIN. LOT WIDTH 100' I{% LIMIT )i cam. c MIN. FRONT SETBACK 20' CO&C.Wq�� �� N o� MIN. SIDE SETBACK 10' AREA BEHIND �- o / FENCE TO BE \ ¢` Ti `* h MIN. REAR SETBACK 10' REPLANTED REMOVE �1Fki MAX. BUILDING HEIGHT 30' �(p�yIL AND RAIN CONCRETE ti ST, VEGETATED- SECTIONS a- �-,��� � !� _ 6 WORK / O SITE IS LOCATED WITHIN THE AQUIFER ( l� UMIT LINE �, r PROTECTION OVERLAY DISTRICT )' �) ISOLATED VEGETATED WETLANDIL LOT 179 (0.32 cc.) �\12 ' 100.0 SITE PLAN OF r� J #43 ISLAND VIEW ROAD HYANNIS, MA PREPARED FOR �,',•IA MARY FALLON .. 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HOUSE IS TO BE CONNECTED TO TOWN SEWER I �L dwIlnl sc-nT 0 6.58' ..RIM EL 91' V 7.4 8/ 8.4 / 7. 7,3 / ✓ 7.1 7.8Q LEGEND 8.1 _ � f PROPOSED SPOT ELEVATION SI TE PLAN i `�O / 100x0 EXISTING SPOT ELEVATION OF Y °00 � , / ' 10o PROPOSED CONTOUR LOT I 1 o ISLAND VIEW ROAD 9.2 / IN THE TOWN OF: // — — 100 — — EXISTING CONTOUR 8.4 IrI (HYANNIS) BARNSTABLE �. / -- x ><— P►2v ins T L ram-�� F'G���, 9.4 \ PREPARED FOR: JOHN FALL ON \9. 9. BOARD OF HEALTH 20 0 20 40 60 Feet MA APPROVED DATE ' SCALE: 1,. _ 20' DATE: AUGUST 24, 1998 off 508-362-4541 -- { fox 508 362-9880 $ I I g '�q C bi�.� ✓M•wn?. � y �1 ' W down cape engineering, Inc. M " °f ti`J� �o ARNE H. !.J tea. A H E ��✓-� CIVIL ENGINEERS oJALn �, OJALA 8 CIVIL `^ , N0. 26;i4li c #r LAND SURVEYORS Na 30792 rr,rsT 939 main st. yarmouth, ma 02675 JOB 87--56 ARN-E H. OJALA,------- .E., P.L.s. DATE , NOTES MITIGATION CALCULATIONS: �o,�Sti. Sort" Sa o M1 1. DATUM IS NAVD '88 HARDSCAPE 0-50' 50-100' 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO cl boo o� BE USED FOR LOT LINE STAKING OR ANY OTHER q�0 PURPOSE. EXISTING: 2282 SF 25 SIF n Q 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE PROPOSED: 2282 SF 25 SF LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES INCREASE: 0 SF 0 SF Oak PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING DWELLING IS CONNECTED TO TOWN SEWER. Gosnold St. �.CW Bay 5. WETLAND FLAGGED BY BRAD HALL OF BLH ` .. � ENVIRONMENTAL CONSULTING 6. ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS OR STONE TRENCHES. 7. WORK LIMIT LINE SHALL CONSIST OF A STAKED SILT Nantucket FENCE Sound LOCUS MAP PROP. SCREENED IN ORCH - OVER EXISTING PATIO 8� SCALE 1"=2000'f PROP. 3 SEASON ROOM I 00 PLACE of DECK ASSESSORS MAP 325 PARCEL 178 SHED PROPOSED ROOF DECK LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL sT a OVER NEW 3 SEASON 12) AS SHOWN, ON COMMUNITY PANEL EXICONw, E`E � ROOM #25001 CO569J DATED 7/16/2014 PATIO UNDER ` DECK loe `so PROPOSED o' 2ND STORY c o' PRFENCE ED LANDING P ZONING SUMMARY. SECTION EMOVE �` EXISTING s SHOWN x c CRETE- DWELLINGS .SECTION TOF 8.5 ZONING DISTRICT: RB DISTRICT = 21 p, LOT SIZE 43 MIN. ,560 S.F. MIN. LOT FRONTAGE 20' .� WORK h o MIN. LOT WIDTH 100' _I LIMIT �' M Ek/ o O LINE � 2 sT cpNC N MIN. FRONT SETBACK 20 O AREA BEHIND # MIN. SIDE SETBACK 10' nr-a FENCE TO BE 4� // d ::, _ �.w �i w.iiV. i\ice!\i\ �+L`I L.r.v ,.- .._--10 REPLANTED REMOVE MAX. 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