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Y(..rh .r .l. ,,ra,.. } d; Jr .. .:v f ,.. s 1, S 7 l' ,ha. .;t'k^.�:3a.rx'>lAAaf.J,rJ3,J' h�r!"l.u,;i i"�a'l:. aask' ..}sAt'S.i :' lxtLa::°. �rr ( vWCLLA 7fJ r'�aau„w..t..�:�,.x.� ..:._..N .."'..,.., "ua..,•.in. ;.,-..'. e .tip..:-..t. �.:,..:, .,t('tnatt.,,f...;xd„P ,s,_r..,.. ._ne..e�Yr.n'.irt...,. -..,.a�: _.�. ..-._'!:iWl.�;�L_t,d, f -_ um+ _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 222ca Parcel 1"-7 2 - Appl" ic2ior Health Division Date Issued �Z Conservation Division Application Fee u Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board f�l l��Z Historic - OKH _ Preservation/ Hyannis (� Project Street Address _0^v e Village hXe.w%' \kd, ii0 Ca yr b s An v In r a �Za�+ Owner ��; M� min�` �1►..��s&:d,.- Address (0 'R^>'% n ()a k Of- Telephone �Ot�- Permit RequestORO-yooy?v "'P'. m 5%&V1 a 1 1 4 rs ✓1i� �. l n®.1 ii�1q N� c-v.w"e_ Wks- �c°1s eS r5A-�A Vt #JY1 s Ic�-4-_s J Square feet: 1 st floor: existingi.1,5o proposed _ 2nd floor: existing proposed Total new Zoning District j� Flood Plain Groundwater Overlay Project Valuation J-20y-00 -Construction Type wLvc� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family Q/' Multi-Family (# units) Age of Existing Structure I q 50 Historic House: ❑Yes Zo On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) o Number of Baths: Full: existing_ new Half: existing nevp Number of Bedrooms: 4 existing —new O 0 cA Total Room Count (not including baths): existing new First Floor RooV4. # ount _ Heat Type and Fuel: ` Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes �&No Fireplaces: Existing New Existing wood/coal stove: OJ'es A No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ��W►€s �� �L�t tJ rs�C� Name���'! I�orr•�v�G�c�p 1�cv►c�`�e :,,_Telephone Number eo& �tyl `S ,Ss Address (n 9-, �:7_4_e,r u aAA License # Home Improvement Contractor# i(e Worker's Compensation # tea\et, 012t, r zd ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATES �� Z FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER I DATE OF INSPECTION: , FOUNDATION FRAME INSULATION ti - FIREPLACE ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINAL i { GAS: ROUGH FINAL t FINAL BUILDING i DATE CLOSED OUT 1 ASSOCIATION PLAN NO. 1` = m s:l r t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street F Boston, M4 02111 - www.mass.govIdia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electrician's/Plumbers Applicant Information PIease Print Legibly Name(Business/Orb nization/IndMdual): o:My_5 5 . c.1,t1,f%) ��I� �Vpr�L►6:tttg ,n©c�el„n c P S Address:. y`9-V: &ArA irs k-,%o sr1/l l�s 2 City/State/Zip: k � c lt7 1'1n d26`�khone#: � 1 Are you an employer? Check the appropriate box: Type of project(required); 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6• E�Xew construction 2%I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling shipand have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' coin insurance.$ 9. ❑Building addition [No workers'comp.insurance P• required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.[:1 Roof repairs insurance required.]t. c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees.. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up.to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby rtify under the pains and penalties of perjury that the information provided above is true and correct Si ture: Date: V 3� t - Phone#: �� 8 o�?1y� 3-SP3:fri:t2� is`fci 2a;t�ue�uYrw&,eiievy-C4 or rOwn OJjICL City or Town: Permit/Ucense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector. 5.Plumbing Inspector 6. Other Contpct Person: Phone#: 1-7 2 x I cob din, �i dam • _ x ATYC Guide to Wood Constructioii hi High Wind Areas.:110 tuph hVirtd Zorie Massachusetts Checkfigf for CampbanCe (780 CN11R5301•-):f.l)' �1 M=lc 1.1 .SCOPE WindSpeed(3-sec. gust)............._.........._....................._.._....._._.. :_......:._..........__.:.._..:.�.......:. . 110 mph Wind Exposure o, g . .Ezp Category-...�. ......._.._...-_..._ ....-_ ----- ----------•-----•---•---... _... ._... Wind Exposure Category............ ...Engineering Required For Entire Project.......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds B In 12 slope shall be'considered a story) stories s 2 stories Roof Fitch_ ..(Fig 2) ..._...._.-•-:••-----..._..-•------------- 512.12 - ._...__................. - Mean Roaf Height._............:.__ ...(Fig 2)......_........•-••--- 1.7.-: ft <_'33' BindingWidth,W....................................................... _(Fig 3)...................:..................._....1"ft.5 8.0' Binding Length,L --. ..__._.._.,.__-....._..__.........._ .:..: .:.:(Fig 3)-----" ,.: :.::_.:•.. -=-. ft 5 80' Building Aspect Ratio(L/W) ...................................._.. Fig 4) 29 5 3:1 Nominal Height of Tallest Openingz ................ .._(Fig 4)........................................ 56'B 1.3 FRAMING CDNNECTIDNS General compliance with framing OD'nnecfians.................._.(Table 2)__.................................:....................... 2.1 FOUNDATION Foundation Walls meeting requirements of 78D CMR 5404.1 Concrefz__...:........ :........: ..:-.......................................----....................:.^.. . Concrete _....-----..........................................:..------.......__ ....... 22 ANCHORAGE TO FOUNDATION"' 5/a"Anchor Bolts=imbedded or 5/3'Prapdetary Mechanical-Anchors as an"alternative in concrete only " Bolt Spachg-general ...................................._......(Table 4)..-. ................ ........................ in. Bolt Spacing from endfjoint of plate ............(Fig.5)-------------.....:.................. in.15 6"-12'. Bolt Embedment-concrete.......:......___.._....._..._........(Fig 5)......­.........__............._:_._.__._. in.>_r Boif Embedment-masonry..............................:.........(Fig 5)...... .......r........................__... in__>15" Plate Washer......_._....._... __._.._....._.__._...._...............(Fig 5)....._:_.._.__._.._.._ >_3"x 3`xt 3.1 FLOORS Floorframing member spans checked.:...._...................:_...(per 78D CMR Chapter 55)........................... --. Maximum FloorOpenfng Dimension.............. -•--------------__.(Fig 6)............:...................................._ft<_12, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:................::......:.:......... Maadmum.Floor Joist Setbacks Supporting Loadbearing.Watrs or Shearwal(._-_.-........(Fig 7)................................................ . ft 5 d Maximum Cantilevered Floor Joists — Supporting Loadbearing Walls'or Shearwall................(Fig B)...._.__..-:-.....-.-;............___.:._......._.._ft _<d FloorBmr-in Fdas..............................•----..............._.(Fg 9) ...... ...................... Floor Sheathing Type,.-:---_----------- -.._----_.---_............ _....... (per 7B0 CMR•Chapter 55)...........:..............._...... Floor Sheathing Thicimess ___.-----_._ _-_-- .....(per730 GMR Chapter 55)......:..........._... in. Floor Sheathing Fastening_.......:.......................................(fable 2) _d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls .............................(Fig 10 and Table 5 $ -<10' Non-Loadbearing walls....................... (Fig 10 and Table 5) _ft's 20' Wall Stud Spacing '. .......................(Fig 10 and Table 5)_......:... ...:._in.s 24'o.c Wan Story Offsets- ---------- ._......_..(Figs 7 B)..................... .. ft s d 4-2E TERlDR-WALLSz Wood Studs Loadbearing vralfs::..---------........_......._..........:.............(fable 5•)-....... ............. 2x - ft in. _ 5 -- - on- aadbearrng•wal s...............................................(Table )...._..._.._....:.....:...._.:2x - ft in. Gable End Wall Bracing — — Full Height Endwall Studs......................•-.............. Fi 1 D • " WSP•Affic Floor Length............ (Fig 1 i) - ---- ft�Wl3. ------------------- ' Gypsum Ceinng.Length (rf WSP not used)...._..............(Fig 11)..._................___..................—ft>0.9W _ and 2 x 4 Continuous Lateral Brar e @ 6 ft a.c ..(Fig 11)............. ................................0...... ..�.:_. _--- or 1 x 3 calling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 fL spacing in end joist ar truss bays DDubie Tamp Plafr: Splice Length _ (Fig i3 and Table 6)................... _.. ......................._....--•- _........ ft Splice Connection no. of 16d common nails able B ...... ' ATVC Guide to fPood Construction irk High Kqd Areas: 110 mph Knd Zone MassAchusetts Checklist for Compliance (Tso CMR53ol.'l.r)i Loadbearing Wall Connections - Lateral(no.of t6d common nails)_._...........................-(Tables T)........_..._................ _......._. .__._.. _ Nan-Loadbearing Wall Connections Lateral(no-of 16d common nails)----------------------- -(Table B)..........._..-..................................... Load Bearing Wall-Ope'nings(record largest opening but check all openings fur conipffance to Table 9) Header Spans . .......:.......................:.....-_..._........._.(Table 9)..__._:... ..:.._..._. ft in.s 11' SIR Plate Spans .....(Table 9) — 5 Full Height Studs (no.of studs)..............................•-...(Table 9)................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................:...................:_.........(Table 9)........................----...._ft_in_512' Sill Plate Spans........................................_._.............(Table 9};.__._ .-.__..--------:...--.._ft_fn.512' Full Height Studs (no,of studs)..._...............-..__.._....(fable 9)....._.._......_....____._..._............._...... Exterior Wall Sheathing to Resist Uplift and Shear Simuffaneausfy4 Minimum BuAdtng Dimension;W Nominal Height of Tallest OpeningZ . ` .... _�-........tP ° ;. ,�•6; Sheathing Type........ __- ............(note 4).- .._..._....-. Edge Nail Spacing.-................._....____,..---_..(Table 10 or note 4 if less).............-__.._. in. `[ Field Nail Spacing........................._...............(Table 10).......................-................... in. Shear Connection(no.of 16d common nails)(Table 10)......._....*....................................... Percent Full-Height Sheathing...__._.:__..__..:...(Table 1D)......_::................:................_.__5. aq;j 5%Additional Sheathing.for Wall with Opening> 6:13`(Design Concepts).................... Maximum Building Dimension, Nominal'Height of Tallest Opening2_--_...:............................................................._.. _<S'6' 9 Type...............................................(note Edge Nail Spacing................................_..._ gable 11 or note 4 If less)..._................. Field Nail Spacing ........................:.. able 1 t :.--......-_...:..._.......--.--._...._.._...._. i`L in. p g..__....... (T. ) 3 Lf Shear Connection(no.of 16d common nails)(Table 11_).........................__::_....._............ Percent Full-Height Sheathing._....:_.___.-......(Table 11)............................I----------- 5%Additional Sheathing for Wall with*Opening}B 8"(Design Concepts).................L. ' Waif Gfadding Ratedfur Wind Speed?.............................................................. ..--•---....._..._. I ROOFS Roof framing member spans checked?-----------------------(For Rafters use AWC Span Tool,see B.BRS Websfte) Roof Overhang .............................................._....(Figure 19) ............. fts smatier,of, 2'or L13 Truss or Rafter Connections at Loadbearing Wails Proprietary Connectors Uplift...........:_...................-- --- .(Table 12)....--- ................U= Ptf Lateral-•--------•------ ..........................(Table 12)•-•------..._._....----=---•--•- ----L= Pf Shear......_..........-..........................(Table•12)...............................•--------_.S= pff, Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..............................T= pff Gable Rake Outlooker......................................._-(Figure 20) ............. ff__<smaller of 2`or L12. ' Truss or Rafter Connections at NM4_oadbearing Walls Proprietary Connectors Uplift_................................------•---..(Table 14)...........................-------—-_U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing Type............_............................_.._. (per 7B0.CMR Cha tars 5B and 59 Roof Sheathing Thickness................... _.._..—in.?711 a'WSP _.. —__. ..... . ---------------- Roof Sheathing Fastening........................................-.(Table 2)_......................:-............. This checldfst shall be met in b entirety, excluding the specf5c exception noted in 2, to compfy with the requirements of TBD CMR-5301.2.1.1 item 1. If the checklist is met in its entirety then the UIDwing metal straps and hold downs arc not -equfred per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 6. A Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Sa and Figure IBb zception:Opening heights of up to 8 fL shag be permitted when 5% is added to the percent full-height sheathing quireff ents shown in Tables 10 and 11. he bottom sill plate in exterior walks shall be a minimum 2 in.DDminal thickness pressure treated#2-glade. TO'wn of Barnstable Regulatory Serr•-ices per. ra Thomas F.GEiler,Director Building Division Tom ferry,Building Commissioner 200 main Street,I-1yaa Fi's,kA.0260 1 . _ w��.tos�'n:barns�tl�le.ma.us . Office: 508-8621038 •, F�.x 508-790-6230 t Property Oder Mt si Complete and S' This"..Section' f If Using A Builder - r, as Ow---Jer of_he subpect:psoprrto bexeby Ilklaorize, M e b U,r N tO to act or_t my be.b<� it 21 ►Ltrs teL Live,to work autiaotize p,thiq.building permit `1 y r (Address of job) ' ' Pool fences and alarms arc.the responsibility of the ap l cane. `Foots are,not to be filled or utilized before-fence is instAed and alI,'final._ r inspections e _ e anal accepted. 4 - •, + ° OL ex azure.of �plicarr . .T"-.'`-t.n �?�P 4 r - _ -! �. �� �f�! `� . - . e 'e tip, .` ' a, ' t • -�• 4?« . :Fb2 "• JF:�_.. Sir,,I'aG��fsraQl2 rrtt Tv15.o .� . i �Iati ii tuScttS' - Department(►f Public S: 4 •� .. r • r . r' � • nd: rd. Bo.i'r[t'r.: Biiltlin„ Rc.,[ latit►n. ar d _ta t �.garn ggtion-Supervisor License r~_ ff f LtFe{se. C 5 101989 R�estric 00 JAM E LINWOOW A' 68 FRAZ R WAY 1 MARSl'ONS MALLS, MA 02t . Expiration:• 1/0/413 ( nni�i..iuncr Tr#: 101989 "Office of.CF ittmerAffgtr8� " i�fens�oF•tiegttrattepavard fOr.-an[ �tdul.use only 4 'HOME�IM i#VEIfgENi x b�fbre the exwatioM*e. If found rettun to: n _ Regrstratasr�4 } aT25 f near.t:,;.Of'ficb'-HfCdnsu.m-e6 �airs,and;Busi O;s a ulation, Ex rrati � 1� _ .i�.g T u ' j, os ark Plaza-SurfetSb?A P lsfliT/ 1 T 1B0 P ton,MA 02116 ,YPe�I�,1wrdWal,, 3 ; a ; <:?{ NORTHGRO� err JAM ES EL IINW0C3; a(� :11, -68:FRAZIEI� AY 'p MARSTONS MILLS_I(fq p c I � ...laTot?Qalidawaroi►ttstgnalEure I Office of Consumer Affairs &Business Regulation- Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) = 1k Consumer Affairs and Business Regulation Home Consumer Home Improvement Contracting HIC Registration Complaints a Registration# 163725 Home Improvement Contractor Registrant NORTHGROUP BUILDING AND REMODELING Registration Home Page Name JAMES ELLINWOOD Address 68 FRAZIER WAY City, State Zip MARSTONS MILLS, MA 02648 Expiration Date 07/17/2013 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search http://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=65498 11/6/2012 f o 6 3/409 - -- -_ � o c ov✓«S (�G —16CAH Z 7 °d S. n arils oY tad t / 1d ogReg°latioi G6 5e , m B u oard°f B SUPe��su 9 b ; . Consttuctlon? !1n 1 rojAg65 S 8051 T \5236 mp, g1vo 1 p�ation 6��b ,wi..Np - pet i- PHw POW�r / Comssio ri ?,0 . J�o�ULLER Mp,0 cEN.tERV111E . d. '— � '�anvmomwve `fir Licens;or eXg ration dvali If found,return tovidul use: Board of Building Regulations and Standards before the p at Boars�S Building Regulations and Standards t = HpMEIMPRpVEMENT CCNT�`CTOR one Ail' Place Rm 1301 Regu traUo�� 139619 Tr# 131937 Bostoi,i\Ia•02108 '. „Expiration 7/28I2009 Y DBA IOc NS POWERS HOPJVE REND. };t , JOSEPH POWERS: f ' �rG .� . 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Dia�. -_• jobSite AV a cmp� :oe Ste.`rs polity.dcaaE fCaa:fiaF=a,ysap;so.Ishowing�,a -. 3m fo,socum }-v: a�g E-5_ 'g'a:•d' S.iti 25Aci iliri3.s'�f`_ i51Fc 's7�.lut"3s�a.t-QYaa�c� i.ai-�i e,.`�#-.3 Eiy� .�z��.'i��L���° �-� fine i$ o u�Yi-5,m).�FE;7 ar"sld/u- 3F'r"*�4€'i alp za <<';°:y--S.�:Q a*' _.-Y`L-t-cE�6 ?Q ify#j n il"97'3'`y R--R °-3t''WOR-K CIR_ a$.d-t..wml_w, 3 � t5 € _ i_4 - c� �Ea-�,�: g � c�fthe forit1�saran e coveme Teri is o.:. .. _ �y__ _4._ d ♦t ,. .. ,tea..... .. �� .. I do a 9 O m• 43C➢l,or l-e die 3r it! -ol.perjur &$4a, .se informSedonprovu�a aoove ts ire ?$cvmct � 3 369 .Signature Date: gc on�t_ 1po notwr ile this area,w�co lewd p env ar Awn offi L �� it. H. C or`i°o � Pe i Liee e# �. s It liming AuChoritY(d-rde one): E H Eft r tks u dhu6=s 'eartunw-e d D. '.t.. a r8�� *—F- � .a. s lU a:4eT.v' <: de.. a �_ nr�4 � � 3= 11 6 der p q. 11 Contact Person: Ilaone 9: i �3 H Town of Barnstable Regulatory Services Thomas F.Cefler,Director BWIding Mvision I Thoum Petry,CBO Building Commissioner 200 Ivl&Street, Ryawi s,MA 02601 www.townbarnstablema.us Office: 508-862 4038 Fax: 508-790-6230 Property Owner lest Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize 'Sow owerS to act on my behalf, in al]matters relative to work authorized by this building permit application for.: i 19-2t lrnke �1��.abe.-�h�i►e C�ev+�er�;1�e (Address of Job) 2-' [Oct ignwure of er Date Prim Name If'Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. fi t CAL%aAdec*IIWAppDaW ocaCttd"rc=ofhVmda"Tamporarybftn etFiWCan&=t0utioakAIvn-M4IL%rAPMS.doc Revised 100608 notsS7/ • • . �.. VA bamwo,ARIZ Li r = M- 1 0004 1 M- • RESIDENTIAL PROPERTY MAP NO. LOT NO. 9 L8$@ Elizabeth Drive FIRE DISTRICT STREET Cl"dl V111 SUMMARY ". .. 7 LAND 1 5 1p Ll 226 ! C-0 BLDGS. /7 2 S" 172 OWNER TOTAL LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: Dmd Lot BLDGS. _ lC7p 52. _p ------ TOTAL M WG LAND iJ off' �2 5 14 ac TZI02'�� BLDGS. 3 3 TOTAL �f p00,�� LAND 8 sz d A. &-DOn1ey-�Deis-L�---- 3 13 72-- - 161 169 - ---- BLDGS. s s' earlos. mg, of -$372200. emsidleration TOTAL Rea bj LAND BLDGS. • H eei-n;Gi ne -- w 3-31---76- -231 T 51 ( 1 .00- -Mtge•-)---• TOTAL 1t90--j BLDGS. _6-2-1f-��. 1,25'32- 1, ,- �a is TOTAL LAND Wernick Phili Tr . E.--7 t Trust _ 1-4- 8 2644 4w - BLDGS. Ie- o `SvLT A/ qAQ o7 >a o L�FA TOTAL /✓o/? WiCN, C 6G36o �� —��— LAND INTERIOR INSPECTED: BLDGS. '— TOTAL DATE: LAND ACREAGE COMPUTATIONS BLDGS. D TYPE # OF ACRES PRICE TOTAL DEPR. VALUE TOTAL HOUSE LOT LAND CLEARED FRONT - BLDGS. 01 REAR TOTAL WOODS&SPROUT FRONT LAND REAR BLDGS. WASTE FRONT TOTAL REAR LAND O) BLDGS. TOTAL LAND y BLDGS. LOT COMPUTATIONS YANto FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL DIRT RD. LAND FOUNDATION —BSMT. & ATTIC PLUMBING PRICING LAND COST • pone.Walla JFln.Bsmt.Area v Bath Room 2 Base .3 66 EILDG. COST Conc.Blk.Walls Bsmt.Rec.Room St.Shower Bath Bsmt. D p ' PURCH. DATE Cone. Slab Bsmt.Garage St. Shower Ext. Walls PORCH. PRICE. Brick Walls Attic Fl.&Stairs In. Toilet Room Roof RENT Stone Walls Fin.Attic V19— Two Fixt.Bath Floors Piers INTERIOR FINISH Lavatory Extra Bsmt. F '1 2 3 Sink % r/i ys Plaster Water Clo. Extra Attic EXTERIOR WALLS Knotty Pine I Water Only Double Siding Plywood No Plumbing Bsmt. Fin. Single Siding Plasterboard lint. Fin. — I Shingles TILING Conc.Blk. G F P Bath Fl. Heat' v �-- Face Brk.On Int. Layout Ba NW&Wains. ,J C Auto Ht.Unit 3 Q Veneer Int.Cond. Bath Fl. &Walls Fireplace 0 t7 ? Com. Brk.On HEATING Toilet Rm.FL Plumbing Solid Com.Brk. Hot Air *Sl.ii let Rm.Fl.&Wains. -- Tiling Steam let Rm.Fl.&Walls _ Blanket Ins. Hot Water Shower Roof Ins. Air Cond. Tub Area Total , Floor Furn. c 411F ROOFING COMPUTATIONS ' / S Co iy /3 {h Asph.Shingle PiDeless Furn. z S.F. Wood Shingle No Heat S. F. Asbs.Shingle Oil Burner F. S Slate Coal Stoker S.F. Tile Gas S F OUTBUILDINGS ROOF TYPE Electric . S. F. 1 2 3 4 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 MEASURED Gable Flat Hip Mansard FIREPLACES S.F. Pier Found. Floor / Gambrel Fireplace Stack Wall Found. 0.H.Door LISTED FLOORS Fireplace ,? Sgle.Sdg. Roll Roofing Cone. LIGHTING Dble.Sdg. Shingle Roof Earth No Elect. DATE Shingle Walls Plumbing Pine I� .•j Hardwood ROOMS Cement Blk. Electric Asph.Tile Bslnt. 1st I TOTAL u ; 3 Brick Int.Finish P ED Single 2nd 3rd FACTOR REPLACEMENT .00CUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL.. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. DVVLG. ,0 L N p S i� �'� .J o��0 / r / 7 /707 1 2 3 4 .. .'-;• 5 6 7 B 9 — 10 TOTAL 'ROPERTY ADDRESS I I ZONING I DISTRICT CODE SP-DISTS.I DATE PRINTED I STATE I PCS I NBHO CLASS 0019 LAKE ELI ZA9 ETH DR[ 12 RC 30C 12CO 07/09/95 1041 00 46A0 R22b 172, KEY No. LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T Lana ByrDa.e 5ze Dmenson Ty UNIT ADJ'D. UNIT ACRES/UNITS VALUE Descripron A VU N CONSTRUCTION CORP M p P— co FF.De roncres ,LOC./YR.SPEC.CLASS ADJ. COND. E PRICE PRICE �JLAND 1 53,000 CARDS IN ACCOUNT — I10 18LOG.SIT l X .14 .=10.. A=1.55 407 59999.9 378539.96 .14 530u0 33LDG(S)—CARD-1 1 72,700 01 OF C1 ' #RL 19 LK ELIZABETH DR CENT OST 125700 J BATHS 2 .0 u X C= 100 7000.0 7000.00 1.00 7000 u dDL LOT 19 ARKFT Sb400 — NO GSNiT S X C= 100 6.1 - 6. 1 1350 3200—u #RR J864 G104 1923 0056 INCOME F' PLACE U X C= 100 3100.0 31 CO.00 1.00 .3100 3 #SR SOUTH WIND CIRCLE USE p IF FIREPL U X C= 100 1300.0 1300.0 1 .00 1.3Ju 3 J1 APPRAISED VALUE i ) � 125,700. U PARCEL SUMMARY S j AND 53000 TEILDGS 72700 M j —.IMPS Ej OTAL 125700 N _ J CNST T I DEED REFERENCE T r D—ATE� OF � Recorab P R I C R YEAR VALUE Book Page In.t MO. Vr,�D Sa1Be Pry �L A N D 53000 4362.127O• 1112/85 174000 IHLDGS 72700 4525/284: 1:07/85 110000 (TOTAL 121700 4322/235; 1:11/8 4 77000 BUILDING PERMIT LAND ADJUST.F C R Number Dare type Amount LOCATION LAND LAND—ADJ i INC ME I SE SP—BLDS FEATURE 8L1)—ADJS U14ITS 53J0u 3206 Class Cons.. Total Base Ra.e Atl Rale Year Buill A Norm. Obsv. Un..s Units •' A 1 ge Depr_ Contl. CND Loc ro R G Repl Cost New A01 Rep. Value Stories Height Roo Rm..Beth. a Fir. Pert_.-'F.c. G2C 0JJ 10.5 105 60.80 63_.s34 50 75 19 80 100 80 90878 727JJ 1 .3 6 4 2.0 8.0 F�V SquareFeet Repl Cost MKT.INDEX: IMP.By/DATE. / SCALE. 1/G(J.90 ELEMENTS CODE CONSTRUCTION DETAIL 0 n3.84 1350 iti184 G12 SS AREA TS10 FAMILY DWELLING igST GP:00 5 41 .50 36 ————————— a T----- 17ilUPLEX I)ES1vN ADJ IT JI YES IGN ADJUST 5.0 EXT R.%JALES 51WCOD FRAME- ----- 0.0 HEATIAC TYPE r -- ---------------- � - 02AS 0.0 R ---- - --------------- 1----661NTER.F[NI5N 00 ! IiNT- 2.L.4Y30 Y T2AVtR./IJDRMAL ----DE 0.0 � � 1 I:itvT.ER.:a 1ALTY 2 ,A4E AS EXTER. 0.0-I 77 BASE 27 IFL R TR0cI JC' -------------- -O.D w1 ErL )J:1 COVER JG To.alAreas lAuv j 3h Bas.. 1350 i ! kiiTr 'tY'f - -00 -- - ---- --pt07I BUILDING DIMENSIONS n _ -- -__- -------- T BAS N29 FEP SO4 E09 N04 W09 I ! cLcC R1CAL- QG (f.OI r"uJrFDA7i( s9--- -tJG - - - - --------8AS w21 N27 E.50 S27 .. ---- --- -- 9 -i -------- ---- �- - - ----- L I ! N E I G-fT 9ORJIGoD 46A6 CENTERVILLE Z9— -------X LAND TOTAL MARKET 4 FEP 4 PARCEL 53000 125700 *---q---* AREA 14614 VARIANCE +0 +760 STANDARD 20 ] [R226 172 . * ] LOC] 0019 LAKE ELIZABETH DRI CTY] 12 TDS] 300 KEY] 136855 ----MAILING ADDRESS------- PCA11041 PCS100 YR100 PARENT] 0 AVON CONSTRUCTION CORP MAP] AREA146AD JV1291106 MTG10000 37 JUNIPER RIDGE RD SP1] SP21 SP31 UT11 UT21 . 14 SQ FT] 1350 WESTWOOD MA 02090 AYB11950 EYB11975 OBS] CONST] 0000 LAND 53000 IMP 72700 OTHER ----LEGAL DESCRIPTION---- TRUE MKT 125700 REA CLASSIFIED #LAND 1 53 , 000 ASD LND 53000 ASD IMP 72700 ASD OTH #BLDG (S) -CARD-1 1 72, 700 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #PL 19 LK ELIZABETH DR CENT TAX EXEMPT #DL LOT 19 RESIDENT'L 125700 125700 125700 #RR 0864 0104 1923 0056 OPEN SPACE #SR SOUTH WIND CIRCLE COMMERCIAL INDUSTRIAL EXEMPTIONS SALE112/85 PRICE] 174000 ORB14862/270 AFD] I LAST ACTIVITY101/14/87 PCR] Y R226 172 . ! P P R A I S A L D A T KEY 136855 AVON CONSTRUCTION CORP LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RC 53 , 000 72, 700 1 A-COST 125, 700 B-MKT 86, 400 BY 00/ BY /00 C-INCOME PCA=1041 PCS=00 SIZE= 1350 JUST-VAL 125, 700 LEV=300 CONST-C 0 ----COMPARISON TO CONTROL AREA 46AD -- TREND EXCEEDS STANDARD NEIGHBORHOOD 46AD CENTERVILLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 530001 LAND-MEAN +006 1257001 91427 IMPROVED-MEAN -200 200 ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 1009s] LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP] ADJS/SB/FEAT STR] STRUCTURE ARR]AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] 1 R226 172 . • P E R M I T [PMT] ACT* [R] CARD [000] KEY 136855 000000001 PERMIT-NO MO YR TYPE VALUE CK-BY MO YR .CMP NEW/DEMO COMMENT