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28-014 (7) 249 SYLVESTER RD BP-2019-1195 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:28-014 CITY OF NORTHAMPTON Lot:0l 1 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Buildina DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cateeorv:Inyound Pool BUILDING PERMIT Permit# BP-2019-1195 Proiem# JS-2019-001941 EsL Cost:S55950.00 Fft-$75.0 PERMISSION IS HEREBY GRANTED TO. Const.Class: Contractor: License: Use Group: PIONEER VALLEY FIBERGLASS POOLS & SPAS LLC 64314 Lot Sin(so.R.): 80019.72 Owner. TUR PETER&BOGGS NATALIE Zoning, Applicant: PIONEER VALLEY FIBERGLASS POOLS & SPAS LLC AT. 249 SYLVESTER RD ApplicantAddress- Phone, Insurance: 3 WESTERNVIEW RD (413) 221-8358 0 WC HOLYOKEMA01040 ISSUED ON,412512019 0:00:00 TO PERFORM THE FOLLOWING WORK INSTALL ONE PIECE, IN-GROUND 15'&'X 30' POOL POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplaee/Chimuey: Rough: Qk Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeTyoe: Date Paid: Amount: Building 4/25/2019 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Depadmenl use only City of Northampton Slatusor Perms .�a. Building Department Curb CueDdmway Perrot__ .(. 212 Main Street Sewer/Septic Aveilabilly 11 Room 100 Wabr/Well Availability Northampton, MA 01060 Two Sets o1 Struciural Pbns phone 413-587-1240 Fax 413-587-1272 Pbt/Stb Plans Other Speciy APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Properly Address: This section to be ccompNYd by ofScs 249 Sylvester Rd Map a Lot lJ�Y Unit Fbretce MA 01082 ZOM Owday District am Be DYla1C_ ca geekl_ _ SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 248 syr„Ra Peter8Nelale Tur Floni MA 01082 Name(Prim) � Curare Mai Adbess: 413.727.98118 ��<L- _ Talapnre .. Siqutue 22 Authorized AaeM: Clarence E Kaye Pioneer Valley Fiberglass Pools 3 Weslem View Rd,Holyoke MA 01000 Nitre(Print) l tllM Curse Msbp 3511 413221.8358 %gnatue Taepnre SECTION 3 -ESTINATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only connioeledbypernifla icant 1. Building 51.950 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 8 3. Plumbing SMMNIg Permit Fee A 4. Mechanical(WAC) 5.Fre Pmleclbn u 8. Total =(I -2+3+4-5) Check Number This Section For Official Use Only Deb Building Ferrol Number. fpm; Sgnalum: Sul6p CommesonMlnpecterottl ldnps Dab EMAIL ADDRESS(REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information AVA BeCanpleted. PermitCan Be Denied Due To I nroaptete lnf"amon Lxuting Proposrd Required by Zoning I hlr ao Win m bo OW in br aaildiry UcParvnml l of Sin Frontage Setbacks Front Sid, L R: L: R' Bear Budding Height Bldg, Square Footage Open Space Footage Ilei arra menu bWB&"od ehtn a if Puking S aces A. Has a Special Perrnit/Varjance/Finde ever been issued for/en the site NO O DONT KNOW YES O F YES,date issued: IF YES: Was the permit recorded at the R istry of Deeds? NO O DONT NNOW YES O IF YES: enter Book Page and/or Document k B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW 4 YES O IF YES, has a permit been or meed to be obtained from the Conservation Commission? Needs to be obtained O Obtained O . Data Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, "and location: D. Are there any proposed changes to or additions of signs intended fix the property? YES O NO O IF YES, describe size, type and location: E. Will the construction acavity disturb let rig.9-dig.excavabon.or filing)over 1 Benson is it pan of a common plan anal wil disturb over 1 atm? YES U NO tF YES,gen a Northampton Slorm Water Management Permit from the DPW is required. SECTION S-DESCRIPTION OF PROPOSED WORK lcheck all applicable) New Nouse ❑ Addition ❑ Replacement Windows Alteradon(s) O Roofing Or Doors Accessory Bldg. iv Demolition ❑ NOW Sign I0) Decks Ii7 Sitting P:)) Other Iq Bner Desi: on of Proposed Work: Ir2firtton otpne-piece.in ground fiberglass pop),1516'x 30.Leisure Brand Supreme 30 model Alteration of edsting bedroom Yes No Adding new bedroom Yes � No4 Anached Narrative Renn"ting unfinished basement ND Plans Allached Roll -Sheet It& If New houes and or addition to existing housing.eomnlate the following a. Useofbuilding: One Famiy __ _ Two Family__Other b. Number of morin in each family unt: Number of Bethrooms c. Is there a garage attached? d. Proposed Square footage of new continuation. 450 square fast Dimensions 1S?x 30' e. Number of stones? I. Method of hearing? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction wiltln 100 fL o(wetbnds? VesNo. Is construction within 100 yr. floodplain YesNo I Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Inning regulations? Yes_No I Septic Tank A0111"' City Sewer---- Prwab well_ City water Supply SECTION Ta -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMR I Peter K. Tur .as Owner of the subject property hereby authorize Clarence E Kaye to act onn�my behalf, In all malfMy�/{belt"to work authorized by the building permit application. oye� �/ "men/ 4rz119 _. S nature of Owren Deed 1. Clarence E Kap as Owner/Authorized Agent hereby declare that time statements anti information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pans and penaties of perjury. Clarence E Keys one Name I, 64f- _. . �yt'yA'u" 423.19 Signature of 0~/Agm Dab - SECTION 6 -CONSTRUCTION SERVICES 6.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License,Holder. Clarence E Kaye Pioneer Valley Fiberglass Poo is 06x314 llow se Number 3 Western View Rd 1 V919 "dos" -_ EaPeaEon Dale x17211.5758 $prelate Telephone 9.Raeiaasmd Hoar Eaelsl9MaMECmtractof: Not Applicable ❑ Pierwer Valley FIWrgYu Poole Clarence E Kaye 143133 Comoeny Noma Registration Number 3 Waerm Vine Rd Hs"ke.MA 01040 7110110 Addms ._ Expini Date -- Telephone._413.111.8368 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(MAL a 131.§15C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this appica4on. Future to provide this affMavit will result in the canal or the issuance of the building permit. Signed Affidavit Attached Yes ., AeNo_.... ❑ City of Northampton Massachusetts ` DXFM1)®rr W RULDIM I1r�sCnws 212 Win atxt a n4nic1D61 a4ileLq .o Uh eny00e, W 01060 �.- AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation("OCABR")regulates the registration of contractors and subcontractors performing improvements or renovations on detached one to four family homes. Prior to perforating work on such homes,a contractor most be registered as a Hume Improvement Contractor("H)C"). M.G.L. Chapter 142A requires that the"reconstruction. aaeration,renovation. repair. m olornvzation. wrweralon. improvement. removel, demdltion, or construcDon of an addition to any pre-existing owner.occupled buding containing at least one but not more than four dwelling units....or to structures which are aolacent to such residence or hullUingr be done by registered contractors. Now:Jf rhe homeowner has contracted with a corporadon w LLC,that endq•must he registered Type of Work: Ytabaadon of In ground swanmatg pool -Est.Cost: $51,930 Address of Work: 24$Sylvester R4 Reverses MA Date of Permit Application: I1ri10 I hereby certify that: Registration is not required for the following resson(s): _ Work excluded by law(explain): _Job under SI,0DO.00 _Owner obtaining own permit(explain): owner-occupied not ownerccupied Other(specify): OWNERS OBTAINING THEIR OWN PERMITOR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSI61LRES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the pew Ities of perjury: I hereby apply for a building pent as the agent 0fthe owner: 42110 Clarence E Kays Pioneer Valley Fiberglass Poon 143233 Date Contractor Name HIC Registration Na OR: Notwithstanding the above notice, I hereby apply for a building pgwmra$the comer of the above property. �/ f 2 S/ /r �e�e./�1.✓ //aj�//!/✓ > Date f Owner Name and Signatur City of Northampton — , Massachusetts F DEPAR9tfEN2 OF BUIfDZNG INSPECTIONS 1t 212 w.an etzrt . Wnfelo.l s,l]Eiv4 » ';� a rtn tm, a6 01060 Massachusetts Residential Building Code Section IIO R5.1.2 Homeowner: Person(s) who own a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Section 110.115.1.3.1 Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.115, provided that if a homeowner engages a person(s) for hire to do such work,then such homeowner shall act as supervisor. Such homeowner shall submit to the Building Official, on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. City of Northampton t •W.�' _ �' Nassachuaetta - i DEPARUMT Ol BUILDING INSPECTIONS 212 ru]n etraet Omni cipal euilanp '�� bztAebtm, rw 01060 Debris Disposal Affidavit In accordanm of the provisions of MGL c 40,S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a property licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: 240 Sylvester Rd Fbrenoe KA (Please pint house number and street name) Is to be disposed of at: BS Carl Sh"k Holyoke Rewckng Canker-Holyoke MA (Please pint name and location of facility) Or will be disposed of in a dumpster onsite rented a leased from: (Company Name Address) / r � 6LIL, Signature of Permit Applicant or Owner Date If,for any reason,the debris will rot be disposed of as indicated,the Applicant or Owner shall ratify the Building Department as to the location where the debris will be disposed. I The Commonwealth of Massachusetts Department of Industrial.♦accidents I Congress Sired,Suite 100 Boston, :N.4 01114-2017 wassomass.gov/dla W1'l.rker;'Cwmpen&dkm Insurance Affidavil:Builders/Contradors/Omriciam.+Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY'. .Andkant Information Pleaw Print Uylbh Name(Business Orgammuen Indi%idwll:ClareMB E Keys Pioneer Valley Fiberglass Pads Address:3 Western View Rd City/State/Zip:Holyoke MA 01040 phorte#.413221.8358 Are nwa as e.pn r.Crck rr aplacaprbreba: Type of prejeet(required(: f�lamaenpbierwith 4 __ emplo> alfdlwal."an�imck• 7. []New construction e.❑lima mlepapicwrm ameelipandharmemplo nwnhirc minora 8. ❑Remodeling ury caPk'iry. No wakai icon#inwnn<e repaued.l a.❑lam.hanmwver danL•Il woh mr.cl[Irvn..nrkcr+'<onq.invue<.ra�iad l' 9. ❑Demoldion a.❑I un.hmrmwv<r.mf will be buiq contmromo cmJta dl wan on ny Ptotarry. twill 10❑Budding addition ire mm an<mmeronchlrr bre woacre enitpetvum lmmnwea.w tib I1.0 Electrical repairs ear adduunis pmrievr.x ith m<Imbyav 12.QPIumbng repairs or aJJwon> sQ 1am.6<aral<nnncmram •r t0, brad Inn n6.mtaatnn hneJnnthe•tuckd.len. 13.[]Roof repairs These wl.cmnanaa h•ve.0,..,al woken corm.inmrrce: w❑w<aaa mrporaimand iea nicaalwvc<.aci,cd mcir n6ladcumpion ar MCL c. 14.❑r Other Swlmnin9Pool ler ilto.•ndwe hrremernplo ea.lrvo warkm'mnp-imu•ae aauad.l 'Any wpkam Jt.<hesks bra x I..,.W fitoa ee sntim below sbwin6 devwoAm'eonpennim pot"mfmati.•n. t Itmnnwnaa who wbmt Ih6 aftl6vit iMiutim Jay arc dvim all wak and then ime outalde emtmeuns nun mbmlt.nos anidrch Ind—ti,mar. <'onu•cronthat oinkJia Ina nun•u•chedmd aamilabed amain,the timeofthe rule<mtraiu..ml an,whuhu.x ..n ih�mini..lir: mploreea nth[sub--aeon.here emplar v des,Iran mu,*then arkeis unp polacy n—, l em on emplo3rr rhat is provldlq wonters'compensation lnsi nncerfor my employees, gelow a rbe podty and job s4e lnformanon. Insurance Company Name:4B Policy#or Self4m.Lic.#:CWC 1242585 Expiration Date:511511g ....— Job Site Address: : 249 Sylveabr Rd City:Smte2ip: I'llsearsoeMA01052 Attach a copy of the workeris compensation polky declaration page(showing the polky number and expiration date). Failure to secure coverage as required under MGL e. 152.§25A is a criminal violation punishable by a fine up to SL50T00 and/or one-year imprisonment.as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250AU a day almost the violator.A copy of this statement xray he Ibns'arded to the Offae of his est gations of the DIA for msumnce Coverage verification. I do herebycer0fy under the pains andpeuaGh,ui perjun rlmr the Informalion provided above is Icor and rarre,L Signature ��.� Ox, r'Y1iiSie' Wg Phone :413221.8358 OJJlde/use only. Do not write in this area,to be completed by dry or awn offidal C'Ity or Town: Permil/IJceme# Issuing.%mhurity (circk one): 1. Rourdot Health 2. Building Departnwnt 3.CIlyfFown Ckrk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Licensee Details Demogmphie Information ull Name: CLARENCE E KAYE wner Name: License Address Information Pr " HOLYOKE te: MA code: 01040 un : United States License Information cense No: CS-064314 License Type: Construction Supervisor rofession: Building Licenses Date of Last Renewal: 3/6/2019 ssue Date: 11/52010 Expiration Date: 11/52020 icense Status: Active Today's Date: 4222019 econdary License Type: ng�oi Business As: talus Chane Reason: License Renewal Prerequisite Information No Prereouisfte Information No Available Documents AZ Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, MaAachusetts 02118 Home Improvem(jojQlntractor Registration Type: Individual z i Regisua0on: 143233 CURENCE E KAYE E)Vration: 07/10/2020 3 WESTERN VIEW RD u HOLYOKE,MA 01040 3 i \^ o M t1aYSAddnw and tiWll Card. 9CwrO a7 .�r mi✓inniiwi�//f�.�Gn..w ertmN(A �. elks NE IMM MARtln{NT CONT. CTOR so IIOMEIMPITVM;I dWidol CONTRACTOR b&MmtheRopiwoofi expW tw om. Ifflud only TIwo:InOMAeI oN=ofCon Y+Oa^tlb. Mransln to: BtlrElW� � 1000 NCagton SAlMWend 710 RpuWlan 07/102020 1000 Washington Sinst-SWM 710 CLARENCE E - Boston,MA 011111 3X!, CIARENCEE 1 2f-!p..P--- - 3 WESTERN VIEW RID C� HOLYOKE.MA 01010 undersevNary Not valid without signature wcoRd CERTIFICATE OF LIABILITY INSURANCE "219R9 Y"" 4/1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATNELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERRSI. AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If Me certificate holder Is an ADDITIONAL INSURED,the pollcy(lesl mat 1,&endorsed. H SUBROGATION IS WANED, suEletl b the leans and conditions of the Pellcy,certain pedicles may revulm an emaraemenl. A staement on this certificate does not confer rights to the cer°flcae Told.In Otu f..h smenemeW(". ARONCERTAUT MANE'. Nadine WeA _ _ The Dowd Agencies.LLC et}4371050 I13-07-USW 14 Bobala Road rrweP.BRIt. - HolyokeMA01040 3. st dowel win VSt0YE0.4LCLARKAY.01.. _ MMRIS)AFFORDNfi CWERACE NSUM NSURRA:OBE InSWro de _ Clare 11515 Clarence Kaye.DBA Pioneer Valley Fiberglass Po MANsurta°, 3 We5le 0 Rd Holyoke MA 01040 NsuIER c: , NSURIRD: NSUMIT E NSUff0.E COVERAGES CERTIFICATE NUMBER:1078815888 REVISION N)YBEIC HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERMOR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT O WMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUILIECT O ALLTHE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYR6NBRAMCEammfO1CTIM�ER Lrr9 A QBALIMWIY Cave 6 sY[ole SYgIR EAOIOCCWEIICE 51 tlp X CONERCALfEIBiK LWBSIIY Staamo -. CIAIIBLME QOLCIIN A®IXP Ancone SSPm PSISOIALaAWwI 31 cam _...._.... (EIERR ACGRBiATE $RRnoaa QNLMOECATEIYRAIRBPBL MImuCTS-C01"OPMO 33mnmo x1PaUcrF-12ALOO 3 AVIviMW�RY COB�NgE LMR S ANYAIffO t000lY NRRYtPe MRoll i MLOWIEDAMS BOOIY MARtYIPeaaPSNG S SCHEDULED AITOS " E HREGAUTCS pMamMp S NO,O13TaD AUTOS 3 s V�IALIM OCCUR EAOIOGCIRT.+ILE 3 BtfHEtw G/II6+LrOE AIXi W 1RETINTI - oEGocTaE Ox A ■OIY�S .'c sfses mala "saaR x � ..'... M�IiY�RENpLPER1EBTOgR1.EA1011,011), El ECUTAE YoY RIA EL.FAOI/CQOBTr ISsaa.mo pNaesso3belRq EL.OLREISE-FA EY0.W Swa.mo E TONOFOIEMTICNS apme E1.°BEaE-HOUCYUMT S i OESCNIId OF CPBIATDI"1 LCCAICINS'YBIICLES RnNRACd101a1,AYSY Mab NIWa FAwgaNYlaNiaA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WALL BE DELNERED IN ACCORDANCE W LTH THE POLICY PROVISIONS. Town of NOnhampMn 210 Main Street Northampton, MA Ot WO AUTHORIZEDRIPREINTATNE j4N4 Ri19SS-20MACOROCORPORATION. Allrlghtsrenery d. ACOR025(2009AT9) The ACORDnameamlogoarereglsttte .rksof ACORD Vl �. oo ass l( dcslr��. . 2yq SI(VOL4 INFINITY UMITLESS SI IPRFMF Y L I M I D. WN fIEP1N LLUI GEPIX PERIMETEF ..p. Ll— WW. MIX GEP1N IM% GEPIN PERIMETER MODEL IENGM WIGM YIN M— MVl CEPM PERWEiER fd ���'-0' AO �Yd a'-S AC P�'d W qy' f-P M'd PRFC ISInN YODp. LEHDIX WID1X YW DEPIX Wlt DF➢IN PERWEIFR CURF FSPRIT T A'-T Itl-IP W]DEL LENC MM 1 MIN OEMN MOl( DEPM PERIMETER WpEL LENGTI WIpTI MM DEPiX YlY OEPIN PERIMETER 1154 a'-IP A-f �Y--Y• IJ-T T4 ! M'-S LLEIB MOS 1-TF$YE.M}IM YfRG OF P11lWW11RY YW-�A 49CF TM/L Mtt/S°a AMpWS a 6 e N�eone �wEi¢/ bpi f W H f-Y S M1Y YFIBie vUANIIEACIIIHE �Ir IrA��p� u vm lit —* �r IV®:Nv/ Ioa�FII.L2efM omen wxu mexv-mer u[cuv mrtb w[wuvmeb Sc b � ' �f sur. w�o`�w.�sc Y � m tE Mrt N b � m c[wrt I b �emm�. Nn Fc m m TYPICAL WALL SECTION OPTIONAL WALL SECTION EXPANSIVE SOIL ww p ` Y � � � IP.�arimu®o�nxgti vermin e G I e r TYPICAL COPING DETAIL OPTIONAL COPING DETAIL SGVF Mi5 ..E .T5 9LSw/iil.NFII MEb'A ami rt Mme.m'N[NYF. Murxuuers.r�.,...Nr ss,bl lTA'M ICCVA,. 6P! i i G:D TIICCANY FI FF-ANfF MOROCCAN MODEL LENGTH MDiN MIN DEPTH WN DEPTI PFAIMEfER MODEL LENGTH MDTH IN DEPTH M4% DEPTH PERIMETER MODEL Lf_H I ML MIN DEPIN MDEPTH PERIMETER IJd J-Y MM DEPTH M-W W4 !4 tl'6 PAI I AMIIN PI IMCF MGDEL LENGTH I wIOM I .7 PPFMfIER RIVIERA ROMAN MODEL I LENGTH "IM MIN DEPTH W% DEPTH I PERIMEiEN MODEL IEHGIH I WM DEPTH PERIMETR q'-! ]'-�1' !'-0' - f]'_I V'-�O• IflSUImic sw wWnMILM IMa PYA rEr•urExun (r �>�•�- tl RRM _ T-10' w� ARa5P11 MVI1Xa ia! '7 '^ RFFI FCTION REFI FCTION PI IIS COVER ROY ICON uCOEL LENGTH MDM MIX DEPLX MlV OENN PERIMETER WDE LENGiX WIDLH MIN MFX pERIMETFR COKR COVEfl CGVER MOOFL 1£NCiN WIDTH INDEPiX MlY MM PERIMETER L LEPfN DEPTI LENCM WID1X IXP]N STd �Yti' rE? M-O' O ua CARIRRFAN WDEL UKTH WIDM YIN DEM NAC MM PERIYEIER Fr.I IPSG ALLURE .W11 IFNGM MM MIN DE H NlC DEPM I PMIMEIER LNNIFL I LENDM I M IN MKH N.X M". PERIMETER SYb• K4 - '-,C %'< f4 _ (_p• 16512 MS•w.iYM6\7�i5Wfl WN .'-r .'r rti r-,r 2-r �s rr ✓-w' MIlLINIMMr m� a911I M-0' - - 5'X V-Y S-5' r-5' <4 �� HP4•1 KIX)lpll MYl6 ]ve as�m PINNAM F III TIMATF HOR17ON NCCEL IEHLIH N10M MIH DFPIM LL4C pEPM PERIMETER WDR LEXEtN M1DM MIN CFPIN MV CEPIX PFRIMEIER MODEL IfNGIn WIDM MIN OEM MNI DEPM PERME)FA WB rte" x. �xi'zt f OORttARD ROMAN MODEL L,. 1 DM I Mlx DEPM I . mf vERIMEIFA .r-r r-r .•-r MEDITERRANEAN HARMONY .MEL unX "MI I MIX DEPM AWt DEPM PERI MEIEN MODEL I-E.. I M I MIN CS NNt DEPM PEPoYETER Y-fI FY I Y-Y .V-r Y-f f,T S-.' Y-f ISIDSE RYLS 3 SMt WMf.MYIM xfMl iY4 Yd tl'-r PMUNIMM Y R6M3-I�r�E K 9uM X-Y rd YS Y-Y N'-Y /tl ttKN[Wl/31[MSx45 )IX 6 OPAI TANNING zoo. LENDM MOT1 MINCEP1H W1N C m PEPoNEiER REFLECTION INCLUDING SPLASH DECK FIJI PLUNGE �a-s• r-.o• v-r WAR 1EXOIX Moth uIN DFPIX WS CEPM KRIME MC L lf]Im WIDM OEPfN RINIEIEfl a ar- ss W-c sr s.r e_r r-rr TOPAZ TANNINf. IFNGF MODEL LENGM 1 IDM MIN DEWX I . DEWH PERINEfFA SORRFNTO SPA -SPA ROUND SORRENTO SPA - SOUARF uMQ LENGM WDM CfPIX Ip OR LENGIX W. Kvm IESFF pp5 4 YK-�N s.K1DN NERD ra ra >-v T-t ►Itl!IININARI/ »'e».�L a,�ni, 6NNW ESICC Most Widely Accepted and TrustedEVALUATIONSERVICE Report Reissued 07/17/2018 ICC-ES 1 :aa699-0543 1 w".icc-es.org This report is subject to renewal 05/2019 EVALUATION SUBJECT: FIBERGLASS ONE-PIECE SWIMMING POOL SHELLS DIVISION: 13 00 00—SPECIAL CONSTRUCTION SECTION: 131113—BELOW-GRADE SWIMMING POOLS Report Holder: LEISURE POOLS AND SPAS MANUFACTURING NORTH AMERICA Lookkfqffo�orr the ICC-ES marks of Cantona Try! ICLESEroluation Repmis are nd ti vto tat coeermregesm Mora lKikf a env Mher etlribules rot specibcally sEOiessM.�ar are mryto Eetmstruea as aneMaumeM of the wge<t of flip PREFERRED Ra reaorl or a rewmmemaion b its use.Thee rs ro rnrranry by Ili Evaluation SearEDUCATION , oriroptieE,m to am finaiiq or OW matter M this repon,oras to ma Drodml coven by the reem. MU- PROVIDER MUM Cepyrl/m C 2018 ICC Enlustim Servitt.LLC.All d,hts resmea. ,„, =m.o11x1 I. ES Most Widely Accepted and Trusted IMES Evaluation Report ESR-1732 Effective Date:May 2018 Revision Date:July 17, 2018 This report is subject to re-examination in one year wwviJoc-es.ora 1 (800)423-65871 (582)899-0543 ASubsidlary of the International Code Council* DIVISION:13 00 00—SPECIAL CONSTRUCTION circulated through a fitter in a closed system. The pools Section: 13 11 13—Below-Grade Swimming Pools comply with APSP/ANSI-5 as Type O or I pools. REPORT HOLDER: 3.0 DESCRIPTION The fiberglass pool shells consist of one-piece fiberglass LEISURE POOLS AND SPAS MANUFACTURING construction shop-formed over a mold. The material is NORTH AMERICA minimum a/16-inch-thick (79 mm), fiberglass-reinforced www.kisure000lsusa.com plastic (FRP), composed of vinylester resin and fiberglass roving. The surface finish is a vinylester resin-based gel EVALUATION SUBJECT: coat. FIBERGLASS ONE-PIECE SWIMMING POOL SHELLS The overall dimensions, depths and capacities of recognized models are shown in Table 1. fA EVALUATION SCOPE Notice. The pool shells are designed to remain lull of Compliance with the following codes: water at all b'mes. The shell may be damaged if the water level is allowed to drop below the skimmer. When ■ 2018,2015,2012, 2009 and 2006 Imevrrations l Building appreciable draw-down is ranaced or if a becomes Codes(IBC) necessary to drain the pool, Leisure Pools or its dealers ■ 2018, 2015, 2012, 2009 and 2006 International should be contacted for lostmedorrs. RadidenBal Code(IRC) 4.0 INSTALLATION ■ 2018 and 2015 Intemational Swimming Pool and Spa The pool shells must be permanently installed in-ground in Code(ISPSC) accordance with this report and the manufacturers 1112018,2013 and 2010 Celifixrda Building Codes(CBC) Published installation instructions. All plumbing and electrical installations must comply with the applicable 02016, 2013 and 2010 California Residential Code codes in effect at the construction site. (CRC) Subject to the code official's approval,the pool shell may • 2017 Florida Building Codes(FBC) be installed without a soil investigation by a registered ■ 2017 Florida Res/dendal Codes(FRC) design professional, unless any of the following conditions is encountered at the site: ■ 2013 Abu Dhabi Nltsntatlonal Building Cod?(ADi 1_ The existence of groundwater within the excavation, For evaluation for compliance with codes adopted by Los where the pool floor will contact the soil at the time of Angeles Department of Building and Safety ILADBS). see installation. ESR-1732 LABC and LARC Supplement 2. The existence of an uncompacted fill in contact with Complisrate with the following standards: any portion of the pool or spa shell. ■ APSP/ANSI 5-2011, Standard for Residential Inground 3. The existence of any expansive-type soils, unless the Swimming Pools pool manufacturer has provided specific instructions ■ AC274, ICC-ES Acceptance Catena for In-ground, regarding expansive soils within their installation P g instructions. Residential, Fiber-reinforced Plastic Swimming Pools and Permanently Installed Plastic Sides, dated 4. The existence of any soil types with an angle of repose December 2006(editorially revised July 2017) that will not support the walls of the excavation at 2.0 USES desired slopes. The fiberglass pool shells are permanently installed 5. Danger to adjacent structures posed by the proposed in-ground and are intended for recreational use as pool location. swimming pools in residential applications with water If any of the above conditions is encountered,excavation IaNaf,an sIIa MmamWa,<epe+mlad a-sLm n.u^YnM amOue„w,R<yfimYvaM<ssM.nm m<IlW,ucemuvuMa,w<Morrzmrm �� ads mwsuev iiarag,or a.m0ryprMrf ro.wtltyrAe rt0ug —P 0eWIgM O10191CG Evaluall0n 5iosroe LLC.NI r,ft reaervecl Pegs 1014 ESR-1732 I Most Widely Accepted and Tmsted Page 2 of o must cease immediately. The site conditions must than be APSP/ANSI-5 must be submitted for approval by the reviewed, and recommendations made, by a registered code official. design professional. The code official must approve the 5.6 The pools are classified as either: registered design professional's report before work is resumed. T"O pods:not intended for use with diving boards Details specifically for installations in expensive, clay, or or other diving equipment or adobe soils apply only whenen supported by the registered Type I pods: maximum height of stationary diving design professional's recommendations and approved by platform or diving rock above the waterline shall be 42 the code official. inches The pool excavation profile must coincide with the 5.7 Pools located in flood hazard areas established in contours of the pool. The overexcavabon is approximately accordance with Table R301.2(1) of the IRC must 6 to 12 inches (152 b 305 mm) on the sides and ends, comply with Sections AG101.2 and AG103.3 of the The overexcavation at the pool bottom is approximately IRC, Section AG101.2 of the CRC or Section 304 of 4 inches (102 mm). The backfill for the pool is a layer of the ISPSC. minimum 3Anch4hick(76 mm)bedding sand matching the 5.8 Suction outlets most be designed and installed in pool or spa profile. This sand layer is compacted using a accordance with IBC Section 3109.5, CBC Section manual tamper and water. The pool shell most art firmly on 31378, CRC Section AG106, ISPSC Section 310 and the sand and be within 1 inch (25.4 mm) of level. IRC Section AG106.1. Simultaneous waterfll and sand backfill operations then 80 IDENTIFICATION commence. The sand is compacted with a tamper and water. The installer must ensure that the backfill level and 6.1 The pool shells are identified adjacent to the skimmer water level are approximately the same throughout the with an imprint that includes the words'Leisure Pools filling procedure. USA," the model designation, a coded serial number After completion of the backfill, the bond beam and and the ICC-ES evaluation report number (ESR- decking must be installed in accordance with the 1732). manufacturers published installation instructions, and as A permanent sign, bearing the following statement, approved by the code official. must be attached to the pumping equipment 5.0 CONDITIONS OF USE Nodes; The pool shell is designed to remain full of The fiberglass pool shells described in this report comply water at all times. The shell may be damaged if the with, or are suitable altem rtives to what is specified in, water level is allowed to drop below the skimmer. those codes listed in Section 1.0 of this report, subject to When appreciable draw-down Is noticed or It it the following conditions: becomes necessary to drain are pool, "hict Leisure Pools USA or its dealers for instructions. 5.1 The pool shells must be constructed and installed in accordance with this report and the manufacturers A permanent label must be attached adjacent to the published installation instructions. In the event of above sign indicating the Leisure Pools USA conflict,this report governs. distributors name,address and telephone number. 52 Electrical and plumbing installations must comply with 6.2 The report holders contact information is the the applicable codes in effect at the construction site following'. at the oma of construction. LEISURE POOLS AND SPAS MANUFACTURING 5.3 Clearances of the pooh from slopes set forth in IBC NORTH AMERICA Section 1808.7, CBC Section 1808.7, CRC Sector, 2901 LEISURE ISLAND WAY R403.1.7 or IRC Section R403.1.7 most be observed. KNOXVILLE,TENNESSEE 37914 5.4 A barrier must be installed in accordance with IBC (0219-2880 Section 3109, ISPSC Section 305, CRC Section www.lelaure000lausa.c0m AG105 or IRC Section AG105,as applicable. 5.5 Slip resistance is outside the scope of this evaluation report. Reports of slip resistance tests that demonstrate compliance with Section 8.1 of TABLE 1 MODEL SIZE MODEL LENGTH MOTH MAX DEPTH CAPACITY POOL.TYPE ABBREVIATION (lestlnchis) gaaMrtohee) (Metnehas) (gallen) Allure W Al-M 900- 14'8' S'1- 8,747 O Allure 95 AU-35 W0' 14'7 fly 11,174 O Allure 40 AUL 0 4017 15'9- aS 14,817 O Caribbean 40 CAR40 400 law 817 18,95 O cube w cover Box 23 CUBc= 231112' 11'8` 4'11- SAW O Cube w Cover Box 26 CUBC26 2B S 11'9' 4-11- 9.700 O Cube W Cove,Box 30 cum 21Y r 13'9' 5'T 8,850 O cube w Cove,Sox 34 CUBS/ U 512' 13'r 6 r 11,000 O Cuba W Cover Box 39 cum 39 412 510 18,000 O Edlpw 30 ECL30 30'0 111 611' S,SZ4 0 ESR-1732 I Mast NWdely Accepted and trusted Page 34d4 Edl" 35 ECL% 3S 7 14'T We 11.503 O EdMaa 40 ECL40 4T7 ITT W3 15.015 O EWeana 20 E20 ITT 11'7 516' 51361 O Elpana 23 E23 2TW ITT 5'7' 7,113 O EWBanca 26 E26 26'3' 14'7 519' 10,012 O El pnca 30 EO 29'r 14'6" ST 11,282 O EWynca 33 En 37T 1CT 50 12,837 O EWp. E39 We 1f T IT r 15.301 O E.PW 10 ESP19 188" TS 48" 4.721 O Fyi Pk^P 10 FU10 9'01 511' 44 2.236 O HermorO 18 HAR16 16'7 TT SIT 3,573 O Harmony 20 HAR20 ITT TT Se 4,359 O Harmony 23 H 3 23'0" 0'01 5'r 5,397 O H.., 26 14AR28 w7 Wr Tv 5,906 O Horton 23 HOR23 13'r 23'7 4-V 3,761 O Imn 40 ICO10 40'7 15'5 57 20,113 1 InBMIy 40 INW 400 ITT Vol Mim I Ur 26 LIM28 257 12'T Sr 12.00 O unom M LUM 307 1zr S,Iw 14.500 O Madkamnaan 40 MEM 40'7 1817 8'7 20.326 1 Moroccan v 1W Will 13'T S'T 8.871 O Moroccan 31 143D 30'17 14'T Tr 11,854 O Moroccan m M34 3W7 14'7 5111" 13,856 O Moroxan M IAM 36'5 14'7 Tr 15,777 O Opal N/A TL 1015 T1T 1r 425 O Paltdwu Rape 16 PAIS 157 57 S7 2,742 O Pdladium Runge 20 PA20 20'7 8'7 5'7 3,889 O Rnnada 30 PINM MIT 1TT 8'T 11,267 O Rnnade M PIN35 35'7 IVY BIT 14,358 O Rnn.W 40 PIN40 407 ITT T7 17,590 O Po bn 23 PRE23 23 31? 1017 4-11. 8,300 O Pndobn 27 PRE27 2Tr 1017 411' 10,W0 O R.B n 23 REF23 23'W ITT 515, 7,418 O RaR it 28 REF26 28'7 ITT 501 8.7M 0 Ra1Wc8on 30 REM 29'r ITT 5'17 10,114 O Re0ec8on 33 REF33 32'11" IT 8'1" 11,588 O ReDx .Wdl 23 REFC23 26.7 13'P 5'S 8,088 0 ReMc no 26 REFC26 29'T 13'P 5'T 9,410 0 �er BoxReBed no 30 REFC30�or Box 32•T lye 5'17 10,793 0 RaMction W Deck 28 REFO28 201 1017 17510 5517 9,900 O Re0adlon W Deck 31 REF001 31'2" tz 512' 671W 11700 O RNom 27 RIV28 26'r 12,e S'S' 6,665 O RW.. M RIVM 30'5 13'11" S'r 8,255 O RW.. 94 RIV38 34'1" 14'7 5'17 Ii.m:I O Coudyak Roman 20 R20 ITT 11'7 511, 5.122 O Roman 23 R23 29'1" 111W 5`11 1 5,586 O R.n 28 R28 28'7 ITT Wr 7,332 O m.SSGS TS 015 9'r 5W 0 (Sq..) (�o.mo 3�o2a0 SSO r5 TS 7r 531 O So(RMrrSSpe SSR TV e'7 TIM 563 O (Routs Spillover) 955 8'7 SIM TIM 551 O Supreme 30 SUM w7 15T SIV 17,000 O Supreme M SUPW 35'7 155 57 21,000 O Supreme 40 SUP40 407 155 ST 25,000 O Topaz WA TLR 105 517 12, 456 0 ESR-1732 I MW U9delyAccepfedand Trusted Page 4 of 4 T=l 23 723 23'3' 12'1" 5'P 5,4880 Tuserry 29 728 28'8' 14'1" 5'e" 9,157 O UB 37 ULM 38'P 15'5' eP 11,31812 un0 35 ULM 35'P 15P 8'8" d 14,438 O Uti 48 ULM 4PP 15'S TP 17,898 O For W: 1foot=384.8 mn,1 icM1=25.4 mm,i plb 13.78518en. ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1732 LABC and LARC Supplement Reissued:May 2018 This reportis subject to renewal May 2019 wW W.icccs.oM 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the lntemational Code Couricil s DIVISION:13 00 OO—SPECIAL CONSTRUCTION Section:1311 16--Below-Grade Swlmming Pools REPORT HOLDER: LEISURE POOLS AND SPAS MANUFACTURING NORTH AMERICA 2901 LEISURE ISLAND WAV KNOXVILLE,TENNESSEE 37914 (866)219-2880 www.leisure000l susa.com EVALUATION SUBJECT: LEISURE FIBERGLASS ONE-PIECE SWIMMING POOL AND SPA SHELLS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Leisure Fiberglass One-Piece Swimming Pool and Spa Shells, described in ICC-ES master evaluation report ESR-1732, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety(LADBS). Applicable code editions: a 2017 City of Los Angeles Building Code(LABC) • 2017 City of Los Angeles Residential Code(LARC) 2.0 CONCLUSIONS The Leisure Fiberglass One-Piece Swimming Pool and Spa Shells, described in Sections 2.0 through 6.0 of the master evaluation report ESR-1732comply with the LABC Chapter 318, and the LARC Section R326 and Appendix V, and is subjected to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Leisure Fiberglass Ona-Piece Swimming Pool and Spa Shells described in this evaluation report must comply with all of the following conditions. • All applicable sections in the master evaluation report ESR-1732. • The design, installation and inspection are in accordance with additional requirements of the 2017 LABC, as applicable and the Information Bulletin P/BC 2014-014. • The pool must remain NII of water at all times.A permanent sign shall be attached to the plumbing equipment to read as follows: Notes The Pool and Spa shells are designed to remain full of water at all times.The shell may be damaged I the water level is allowed to drop below the skimmer.When appreciable drawdown is noticed or it it becomes necessary to drain the pool,contact Leisure Pools or its dealers for instructions. • Pools shall not be installed in a"Grading Area"if the direction of the bedding planes is such that the water used to puddle the sand fill may lubricate the bedding planes and cause earth movement.A pre inspection of every pool located in a "Grading Area"shall be made by the grading inspector to verify this condition as well as other potential geologic hazards. ICC{8£wWehe Repave rmbammrdm.epx+mmrBd+K.nr+o.myMaumra•tr+inr+p hmlty odJeued rrorare rhryro I'What rd ■ . .m.m.e la.�ai•n Ma+xponm.xr...mmnak.m m..rs.x e•.•m..earlcc enamxl srma r ir.npx.,unwurd m m my7xamo.oa..m�Auxpwr,o.mm.yPomr.r.,•xder d.xp»< t� _. .- ... CoppgMCNna K:CEv,Irxm:n Swvoe LLC. RN oath meenee. ha•102 ESR-1732 LABC and LARC Supplement I Most Widely Accepted and Trusted Page 2 of 2 • The pool shall not be located where it maybe surcharged by an existing building fooling or other superimposed load on the same property or passible future surcharge from an adjacent property. • The structural capacity of the pool wall has been verified by test and shall be assumed capable of supporting either expansive or non-expansive earth banks with the pool empty. • The reinforced concrete pool deck which shall have a minimum width of four feet,shall be designed by a California licensed civil or structural engineer to take the reaction from the pad wall assuming a triangular load distribution on the wall.The reaction will be dependent on whether the soil is expansive or non-expansive.Where the soil is expansive, the minimum assumed equivalent fluid pressure shall be 45 pounds per cubic foot Proper consideration shall be provided at construction joints,it any, in the pool deck to assure that reinforcing steel is continuous and that shear reactions are provided for. Proper coverage shall be provided for the reinforcing steel. • Pool lighting fixtures shall be specifically"listed'for use in plastic pools and shall be supplied by a circuit protected by a ground faun interrupter. • Diving equipment may only be installed on Type I pools and must meet the minimum requirements of,and be installed in accordance with,Section 5.8 of APSP/ANSI-5. • During installation,pod protection fences and gates shall be in place and operable when the depth of water exceeds 18"- • The main drain line and its connection to the pool shell are assembled during the fabrication process and no on-site inspection of that line is required other than the pressure test required by the Plumbing Cade. • Pools will be supported by at least 6"of puddled send placed over the excavated area and between the pool wall and the earth bank. • Public swimming pools(i.e.accessory to multi-family dwellings)require approval from County of Los Angeles Department of Health Services prior to issuance of permit for the swimming pool or spa. This supplement expires concurrently with the master report,issued May 2019 CaVERSTAR*- Coverstar Automatic Covers and UL/ASTM standard F 1346-91 All Coverstar cover systems including the Eclipse(CS I800 SS),CS1800(CS 1800),Leading Edge (CS1800 LE),CS1800 SwimWise(CS1800 SW),Omega(CS 1800),CS3000(CS 1800)m UL listed (UL certification listing is shown in parenthesis). All meet the ASTM standard fm safety covers as specified in ASTM standard F 1346-91 when they are installed and maintained properly according to the installation and homeowner instructions which have been provided by Coverstar. On several different occasions,the Coverstar covers,both automatic and manual have been tested by independent testing laboratories and have always been found to be in compliance with all the ASTM requirements for safety covers. Our covers are also listed by UL(File E164833)and classified by UL as a power safety cover in accordance with ASTM F 1346-91 If you wish to verify either of the UL certifications,take the following steps: Go to www.ul.com Once there click on Search UL.com Click on Online Certifications Directory. Under General Search click on UL File Number Type in E164833 and hit enter You should now see Coverster's listings. If you have problems,you can also search by company or by Automatic Pool Covers If more information is required about ASTM and its standards,you can go to their website at www.astm.ora. Shown below is the UL authorized label that is attached to the automatic cover system that we ship which shows both UL certification and compliance with ASTM F 1346-91.A label is also placed on the front of every cover stating that we meet the ASTM safety standards. RED SAFETY COVER Sa" P;xrl L _ C& UL US Cover Operator OWNER LISTED 98RJ 110DATE _ ALSO CLASSIFIED SERIAL. � POWER SAFFTY C in accordance with 8 Amperes t 10 `Jots .::.', �,. —--- ASTM F 1346.91 COVERSTAR,LLC 1795 West 200 North, Linden,IIT 840421 Phone 800-617-7283 Fax 801-373-5095 www.coverstar.com 1 1 ! i 1 j 1 j 1 1 1 1 1 � 1 1 1 1 1 j 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 i y i Tangy j i i r •Ak 44 #4iFswa' Inspection port Oistrbution bay ('C1 Existing I septic tank (ref. only) (D' SAS (retoaly) o a o Pompout Mao-hot ('E') (6 Concrete chambers) y to 1 stone 4" pvc sdid pi Existing 4 beftom w/f house '----`-"-`t 30'05' pool I I I I I Utilities Garage (ref. only 8'x12'shed I B" I to Me (ref. only) Wet W Driveway AS`BUILT fnstnner As-built plan AIMEMSIOMS L�413)S�34 �t Lot 5 - Sytvestyer Rd Florence, HA A' to C' = 49 B' to 'C' = 82' February 23, 2017'A' to B' ' 95' B' to 'D' - ll2 3 Ewner, 'A' to 'E' ° 0' 'F' to 'E' = 33' Bavio and Hathway ➢cv. Sauthalnpton, MA Massachusetts Interactive Property Map C{ 249 Sylvester Ptl,Florence, Q laa avLVESTdI ® sri srER ro Ro © _ APProx.70off no09 Pro,netly line SriVESIER 1110'W seat Property line SYWES'ER RD POOL X30'x 19' SHED 10 9'x 12' Ila sriveare+I 1m �G N ISI SYLVESIER N T� Approx.59'on mato property line �1 d, ® 0 30 aoR is IStm 5