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HomeMy WebLinkAbout48522-Z guEFO[k Town of Southold 10/20/2023 P.O.Box 1179 0 o • ^� 53095 Main Rd Southold,New York 11971, CERTIFICATE OF OCCUPANCY No: 44672 Date: 10/20/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 405 Eds Rd, Southold SCTM#: 473889 Sec/Block/Lot: 79.-6-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/16/2020 pursuant to which Building Permit No. 48522 dated 11/21/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool fenced to code as applied for. The certificate is issued to Katsikas,Robert&Diane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO.' 48522 9/22/2023 PLUMBERS CERTIFICATION DATED 17 Ahori ed t7 e �o�guFFoi,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y A TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48522 Date: 11/21/2022 Permission is hereby granted to: Katsikas, Robert 170 Little Worth Ln Sea Cliff, NY 11579 To: construct accessory in-ground swimming pool as applied for. Replaces BP #45393 At premises located at: 405 Eds Rd, Southold SCTM #473889 Sec/Block/Lot# 79.-6-14 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 5/22/2024. Fees: PERMIT RENEWAL $150.00 Total: $150.00 13064 Inspector q�S�n�K TOWN OF SOUTHOLD � ay BUILDING DEPARTMENT 1 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45393 Date: 10/28/2020 Permission is hereby granted to: Katsikas, Robert 170 Little Worth Ln Sea Cliff, NY 11579 To: construct accessory in-ground swimming pool as applied for. At premises located at: 405 Eds Rd SCTM # 473889 Sec/Block/Lot# 79.-6-14 Pursuant to application dated 10/16/2020 and approved by the Building Inspector. To expire on 4/29/2022. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 Building Inspector Form Np..6 TOWN OF Bd`UTE(OLD • BUILDING-69PARTMENT "�'• - TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be rifled in by typewrltcr or ink and Submitted to the Building Department with A. For I'M building Oz stew Use: the following: 1. Final�,,of l� Y vwitlt bion of WpozrapMc fe�Mft& all build ,Prot► ,fasts,and unusual natural or 2. Final Approval 3. approval I TPI of w$uw supply and sewera �. S pporov l of electric*t isteHW6n from Board of Fisc YIa ��s-9 fornn). S, m S�iO+°�n'plu,�er a�ftg~lbat the solder 'hers. Code a1 burFda ; I'bttiIdi mpl glt slrstom�ontains less t .2110 of 1%lead. CO f ci or _ an smiler buildi�s and Ulations,a c x2iftcate , Submit �;I I Agp+oval of co ted. re4PP �meretsb . �. For exIft-ti Dior.go 1. , ;. . Api-�,I °Aco -�of p P489 or b� mp�rty skov ajtd*ire=e s ft"kad eases: A ^ ,buddiog astd�natural or topgMhic PmPerly cow denied' 4 � �� I u1 g �mot s1 1 = 5 neasoIIs ed' •ft aPPIf a Cudgeate of Dooms;is C. VON 4a&&applicUL "GO fift 2. .101 .' OQs .00 3. to fiSOtl Owl, 4. .5. �-•r.� 'tet` - 1100 New ` Date. T — Z.C� Old or ftei- " =]Buftd ( one) �•oc Won ofP : �� � . Ow,ncr or 0 Qr S Couw►rax hjV No 1000,a soon Biome ?erMIt No. Date ofpft WL lealth Dept Approval: �aPPli 'hwiag'Board Approval: Ung Appttival: tequesi for. T / ��Car Final ate: 'de Subttutted:�-'..___ ------.—.__ �_--- - ------ (ch one) 7Zpplm:� t ture pF SO!/ryol , 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q a �ycou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Katsikas Address: 405 Eds Rd city,Southold st: NY zip: 11971 Building Permit#: 48522 Section: 79 Block: 6 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Gerard Electric License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Pump 220GFI, Heater, Salt Generator, Lights 120GFI Pool Transformer, Auto Cover 120GFI, Bond Integrity Test Notes: " AS BUILT NO VISUAL DEFECTS " POOL Inspector Signature: Date: September 22, 2023 S.Devlin-Cert Electrical Compliance Form *oF soar L45 22 L-r G S # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d lga MUM jnpjl)(24_�1064-c s-ee- b.o/td • l/kol DATE Z INSPECTOR ��`�1/���Uf SOUTy� / ,moo � # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 A INSPECTION j [ ] FOUNDATION 1ST [ ];RUIGH PLBG. [ ] FOUNDATION 2ND [ ] ULA ON/CAULKING [ ] FRAMING /STRAPPING ] FINAL Pot---� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 �c%o/ ts� el tc� 5 DATE 4 INSPECTO V 'r V,, Cl V " S Vr ' 045. Q 3 3 ^ 0 Yuu N O CD O 0 -0 C:D. Q o a CD (� !y ri K f _ 00 .» Y46 h v Co) CUD o 0 -�� O 3 ry CD GJ .f y o S B4 o 3 3 cn° o ~ 0 -0 d 3 w 0 SrVinvnlry -... 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Mail to: aw- (0{ilt D0 ��A.) Expiration4 2 �1 rye,�1�� 5 1 f. �,� Phone GJ Z >�— 0/- rt'x U= Building'Itrspector APPLICATION FOR BUILDING PERMIT Datey V t -r 20 2-s INSTRUCTIONS a.This,application MUST be completely filled in by typewriter or in ink and submitted to,the Building Inspector with 4 sets of plans,accurate plot plan to scale.-Fee according to schedule. b.Plot' showing location of lot and ofbuildings.on.premises,relationship to adjoining premises or public streets or areas;and waterways. c.The work wvered by this application may not be commenced before issuance of Building permit. d UP of this application,the Building Inspector wilLissue a Building permit to the.applicant.Such a permit shall be kept,onthe,premises available for inspection throughoutthe work e.No-building f shall a occupied or used in whole or in:p w,for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every-building permit shall expire if the work authorized.has not commenced within 12 months after the date of issuance,or has not been.completed within 18,months�fitom suchl date.if- zoning.amendments or,other regulations affecting the property have:been enacted in.the interim,the Building Inspector may authorize,in writing,We extension of the permit for an addition six months.Thereafter,a new permit shall be•iequged: APPLICATION IS HEREBY MADE to4he Building Department for the issuance of a Building Permit.pursuant to the RegBuilding Zone Ordinance of the Town of-S-outhol'd„Suffolk County;New York,and othbr_applicable Laws,Ordinances or ulations,for.the construction all ap,,ioags,.additions, and or for removal or demolition as herein described.The applicant to rs ocomply with:all applicable law's;ordinances,building code,Nous' de,and r autiiorized`ii►spectors on premises and in building for necessary"ins-e and to admit 9 gnature o applicant or name,if a corporation) State whether (Marling address of applicant) applicant is owner,lessee,agent,architect,en 'general contractor,electrician,plumber or builder 1l�1 n (_ Name of owner of premi s9 �..T a If applicant' a (As on the fax roll or lawn-deed rpo n,si of duly authorized officer ) e pie se .tit Builders License No. Plumbers,License No. Elea ncians License No.. ' Other Trade's-License No. 4 1. Locatii noland oD vgrych proposed work will be done: Ho5 re t\PrTN use Number Street Hamlet County Tax Map No. 1.000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Zx Z 3. Nature of work(check which applicable):New Building Addition Repan Removal Alteration Demolitioa�Other Work_ F�ffiasc,L-556 f Z XZ(o 4. Estimated Cost Fee (Descnption) S. If dwelling;number of dwellingunits (To be paid on filing this application) If garage, number of ears Number of dwelling units on each floor 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front gem Height Number of•StoriesDepth Dimensions of same structure witft alterations or additions:Front Depth Height. Rear 9 Number of Stotdes 8. Dimensions of entire new construction:Yront Rear Height Number of Stor++ie��s Depth 9. Size of lot:Front 9N, Rear� Depth 1.0.Date of Purchase Name of.Former•:Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation??YESNO A/ / � _ 13.Will lot be re-graded?YES_NO V Will excess fill be removed from premises?YES_NO V-*" 14.Names of Owner of premise7S1 K 5 Address NQS EdS I? 'Pt '/ Name of Architect Phone No.`o l— l Vol`/ Name of Contractor/t10r�1 P, 1=orr Son' C�—Add ess qoD Plione No Phone No. I MA-V-1-Me-k- 15 a.Is this,property within 100 feet of a tidalwetland.or a•.freshwater wetland?*YES NO *IF YES,S.©UTHOLD TOWN TRUSTEES&D .E:C.PER11iIIT'S MAY BE REQUIRED b.Is this property within 300-feet of a.tiM.wetland?*YES NO *IF YES,D:E.C.P-ER'MITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines 17.If elevation at any point on property is at 10 feet or below,must provide topographical,dataon survey. 18.Are there4any covenants and.restrictions with respect to this property?*YES NO�3// *IF YES;PROVIDE A COPY. STAT&OF NEW YORK) S: COUNTY OF being.duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the lr P'PA t L' -44 (Contractor,Agent,CorporateOtficer,etc,) of said owner orowners,and isduly authorized to perform orbave performed the said work and to make and file this application; that all'statements contain,d.in=this application are true to the best of his lmowledge:and belief,and that the work will be performed.in the manner set forth in the.application Bled therewith: Swornt before me thi t� day of 202-0 otary Public Si gnature "fApplicant May 18 2020 0525PM HP Fax page 9 Scott A. Russell %, STORMWATEk MANAGEMENT . a 'own of Southold CRS 2M _ b`M' DUWA MUMAGDMW WORK SST (TO BE COMPLETED BY THE APPLICANT) IDI DOW T MOU' 1N MV—.E ANY OF TE_ IMILWwnvG�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of groundsurface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area.• C. Site preparation on slopes which exceed 10 feet vertical rise to 100-feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal —/ erosion hazard area. 11 Q F. site preparation within the one-hundred-year floodplain as depicted I on FIRM Map of any watercourse. 13 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior-approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replaceinent of impervious surfaces. �t if sift mowed»►to du of ft ,�0,,,,Sro1+t �oo�ta the rattan bold�w�>�Nage, fie,ON&A ,VXW a t�hX x : td<rptrr zleia dbea abt n to>ia>a pmt. am+o d tip. ,,> T"e .qf. and a.eon bW oink riot OM to� p-us C rVn Bwft OWW fin►,co,�mw,08m) S,C. M +: Dee � . L.LZ�2� FOR BUILDING DEPARTMENT USE ONLY - - - - - - - - - -- - — — — - - Reviewed By; Address!LoOat n or �rrjan ark _ _ Date — _.. - - _ _ _ _ _ _ Approved for processing Building Permit — — — L Stormwater Management Control Plan Not Required. Stormwater — — Semsnt Control Plan!a Required. Wotward to Engineering Doarbum for Review) FORM i SKIP-TOS MAY 2014 At r 9700 Main Road Mattituck NY 11952 Office:631-298-4014 inf6@NorthForkPoolCare.com Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) LA3 (kap , (Print property owner's name) Residing at Do hereby authorize North Fork Pool Care, INC 9700 Main Road Mattituck, New York, 11952 to apply on my behalf to Building Department. (Owner's Signature) (Date) s (Print Owner's Name) . 0 SUUpyo� 7 Town Hall Annex o 54375 Mj&Road 'E;`" Telephone(6a1)765-1802 �. P.O.Box 1179 r ! �• a town1so%h�o9�.n .us t Southold,NY 11971-0959 .�` �'• .. renricher( O _,- -gyp .4 WELDING DEPART'1V1E1VT TOWN OF, SOUTHOLD APPLICATION FOIA ELECTRICAL 1NS1'ECTION REQUESTED BY: 4s, Date: f Company Name: �// �' �ioH �tr�v) License No.: ��8 3 M E Address: Z(a L/ �rIC 1 • AJ 1/ 7-0 Z Phone No.: fo31 tY64-425 I JOBSITE INFORMATION: (*Indicates required information *Name: '`Address: �Sra— . *Cross Street Phone No.: e_ g I Permit leo.: 2 Z Tax Map District: 4000 Secforl:^��i B)ocic: Lot: / *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' j , (Please Circle All That Apply) *is job ready for inspection: *Do-you need a Temp Certificate: YES/ NO Rough in Final YES r NO Terxip Information (lf-needed) � *Service Size: 1 Phase 3Phase 900 150 200 300 350 400 Other *New Service: Re-connect, Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82,Request for Inspection Forrn ` I 3 tr � SURVEY OF DESCRIBED PROPERTY SITUATED OLDAT D O A SEP 2 9 2021 4 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TOWN OF SOUTHOLD S.C.T.M. NO. 1000-79-8-14 AREA = 11,247 SQ. FT. ELEVATIONS ARE IN N.A.V.D. 1988 DATUM LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF EMEEN POWERS AND LAWRENCE TUTHILL, JR. JOHN HELGESON FE.4.9'N. S 60"02'40"E 75.00' 1rD, FE.3.1'N. FE.0.5 S. cn- , STK X N W DED FE.CO#St. 3.4'E. CL6dRtN c 0.87 el • 1 COR. H]Z.2 W 0.4 . (� .1.8'1►. l ��ds FE.1.4'1► k 'p 1 t3 0 1 FE.co 1 .1,: WODD cod 0.2E - �a DE- 12.9 1 J. � • R •5' o' HEDGE 0.7'W. d a• r r4 b STY. to �L� �. d2° y ca 405G. m ;b FEEL 54.1' O •, 35.3 GIsb 45.4' dOo APRONI � Z. F'E.CO� 33 0. m CONC- by `' 80.00' FD. IV, 8000 "1! 75.00' FD. YON. aW M AEON. U.P. NYT.102 t ED sS :COAD (50' AIDE) GUARANTMS OR CERTIFICATIONS ARE NOT TRANSFERABLE UNDERGROUND UT2TITES EASEMENTS NOT SHOWN AND UTILIIY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEPEON FROM THE STRUCTURES TO THE PPOPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PA7I0S PLANTING AREAS, ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RICHT SECCAFI CO I-AND SURVEYING PC OF WAYS; WETLANDS AND/OR EASEbfFNiS OF RECOPD. IF ANY. NOT SHOWN ARE NOT GUARANTEED I ' P.O. Box 244 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY A"P Center Moriches, 4 11934�/� NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL S4UL // Phone: (631) 878-0120 1 NOT 8E CONSIDERED A TRUE VALID COPY. � Phone: (631) 728-5330 ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM HOAAEOWNVM FIELD Offse now AND/OR ANFOM 77ON OBTAINED FRO'J pseccaftco@optonline.net OTHERS. SINCE MOST ARE NOT VtMXE THESE LOCATIONS AND JX$AVQTON5 CANNOT BE CERRFIED. Pat C. S6CCOfICO,PLS Pat T $CCCOfCO,PLS NYS Lic. No.051040 NYS Uc. No.049287 COPYRIGHT - 2020 SECC4RCO LAND SURVEYING FILE N0. 61922.01 SCALE: 1" = 20' DATE: 06/17/2020 SURVEY OF DESCRIBED PROPERTY SIT UATED AT SO UTHOLD, TOWN OF SO UTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. NO. 1000-79-6-14 AREA = 11,247 SQ. FT. CERTIFIED TO: iFESTCOR LAND TITLE INSURANCE COMPANY JP MORGAN CHASE BANK N.A. ROBERT P. KATSIKAS Wb MINE KATSIKAS LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF EILEEN POWERS AND LAWRENCE TUTAILL, JR. JOAN AELGESON •°•2�N• S 60"02'40"E 75.0 ' FE.3.1'N. FE.1.8S. 4 WIR FE.CO�i. 0.1'E. WOODED 0.0.1�W E OND W. #-00, AED9,E 0 4�1P 2.2 W. FE.1. 'W �, TOOT FE.1.4'i. PLA 18.0' FE.CO�Z. N 20.8 ®cv 0.%E. 14.1 cw , FE.CO�i. WOOD DECK 1 •1 FE.001i. 0.2E •ern 12.9 4 a ^ 15 5 34.5' vy� HEDGE m c� to M FR.D G. 0D / m ca # 405 m M ® m 3vN.3�'� o ts1 btu GAR. -�Opq'C�ei "i O DER 5.9 UN 2.2' ��, 22.8' b[� O APRON FE.ENp � GOA � FE.COJi. 0.3 E. CONC. t y � o w b °E : / 80.00' FMD. NJ 6000710"W 75.00' FMD. aW l� LNYT.102 ED 'S ROAD (50' WIDE) PAT T. SECCAFI CO GUARANTEES OR CER71FICATIONS ARE NOT TRANSFERABLE. UNDERGROUND Ul1LMES PROFESSIONAL LAND SURVEYOR, P.C. EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES - SUCCESSOR TO - ARE FOR SPECIF7C PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE 774E DONALD TASE, L.S. ERECTION OF FENCES, RETAINING WALLS. POOLS, PATIOS, PLANTING AREAS, RICHARD WILHELM AND ASSOCIATES ADDITION TO BUILDINGS AND OTHER CONSTRUC770N. THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF A , NOT SHOWN N NALIZ , SURVEYING, P.C. NY ARE NOT GUARANTEED PAUL T. CAALIZOL.S., ROBERT A. KART, L.S. UNAUTHORIZED ALTER477ON OR ADDMON TO THIS SURVEY IS A WOLA71ON OF GOOD GROUND SURVEYORS, P.C. SEC710N 7209 OF THE NEW YORK STATE EOUCA77ON LAW. COPIES OF THIS SURVEY MAPA Main Street Ham ton Atrium Unit D-4 NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL o Center Moriches, NY 11934 186 W. Montauk Highway NOT BE CONSIDERED A TRUE VALID COPY Hampton Bays NY 11946 ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOC47IONS Phone: 631 878-0120 Phone: 631 728-5330 FROM HOMEOWNERS, FIELD OBSERVA77ONS AND/OR INFORMA77ON OBTAINED FROM FOX: (631) 878-7190 FOX: f 631 ' 728-6707 OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT BE CERTIFIED. PSECCAFICOOOPTONLINE.NET N.Y.S. LIC. NO. 049287 COPYRIGHT — 2016 PAT T. SECCAFICO P.L.S., P.C. FILE NO. 61453 SCALE: 1" = 20' DATE. 04/22/2018 SURVEY OF PROPERTY SITUATED AT �6GO CUTCHOGUE TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK Q'tp�ED• �! ^ S.C. TAX No. 1000-98-01-7.15 ® SCALE 1'=20' AUGUST 30, 1997 APR:L RJ.1998(UNDER CONSTRt%TMN SURVEY) JUNE 9.1999(RN4t SURVEY) •E O d \ x o \ 9 \ x 'l ....RErE ENCE No. 0-97-0116 ,p+' °•• \ �l V JP�� F LYNNN FRITSCNER pR` M NAN OR—E AGENCY \ 4 UttE .S-S. )113] §, \ FIDE UIY NA]IONAL TITLE WSURANCE COYPARY OF NEW TORR ULS][P SAWNOS BANE Vp A. `\ d'• „Jw2.xir Ns �o-`y7-nty6 ,- \` . r 0 A P- .•�. e Do W �• • o�g� orS 651A :�I�,' G ROpDI .. ��l�jDlJpTg . r 1 l j•1 �� �� ��� �� a®«.ms vu oauucn ua r�r:uu M� :'..mR:._. ) qQ p'+ nM,i� ""° �`•0p5N+w9"`DR<R's"`°" ..v�,SRa MAT 1! [�r�J Joseph A.kmpgm o Land Surveyor TM --'ANOF$OMOLD re _„ �7f� �/� /' � � �� �' � : ��. �� �/� �Q.,�,. v � �� t N VIM• 9700 Main Road Mattituck,NY 11952 Office:631-298-4014 SEP 2 9 2021 , ' ! sUILDNU I ILS I. TOWN OF SOUTHOLO September 28, 2021 To Whom It May Concern, Our Customer Diane& Rob Katsikas would like to change their pool type from a 12'x 26' Fiberglass to a 12'x 28' Vinyl Pool with concrete walls.The location of the pool and equipment will remain the same. Enclosed are structural drawings. If there are any issues please reach us at the office. Sincerely, Bill Mehrmann North Fork Pool Care 631-298-4014 In Reference to Permit#45393 405 Ed's Road, Southold Page 1 of 1 • .. 0 , • q iL t •�1 • • • • ' • m, _ . b ••••) ..•ifs• .,�'. �• i An ada- l 9 • #, ,MCA � e q a t e AW� � . - Ao 40 Via _ ' yew . Op 'At aowo4 lb*001�"m (;_s_ f,a- 14"a A p rw4. flow. V � t• . D '- i AAPPRO ED AS NOTED DAT ��Z�B.P,#FEE: r�� ELECTRICAL BY: INSPECTION REQUIRED NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCPRTE 2. ROUGH - FRAMi 4v & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW '.' �t VgVi E IE LY. YORK STATE. NOT RESPONSIBLE FOR ,ENc'LbSE POOL,TO ODt~ `CAPON CO DESIGN OR CONSTRUCTION ERRORS. OMPLETIN.:raF .L COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF N11G BDARD RETAIN S'T'ORM WATER RUNOFF SQUT-HOILB TeWN3R4STEES PURSUANT TO CHAPTER 236 OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAT' OF OCCUPANCY C6 General Notes (0- E General sides and ends.The over excavation at the pool bottom is minimum 4 2.Electrical and plumbing installation comply with the respective jThe swimming pools and spas consist of one-piece fiberglass inches(102mm).The backfill for the pool or spa bottom is a layer of codes in effect at the construction site. construction shop-formed over a mold.The material is fiberglass 3-inch-thick(76mm)bedding sand or vz"clean gravel matching the 3.That all pools are installed in accordance with manufacturer's N r reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, pool or spa profile. recommendations. c° composed of isophtalic resin,vinyl ester resin,and fiberglass.The This backfill layer is compacted using a manual tamper and water. 4.The pools and spas produced by Viking Pools Northeast,Inc.176 W surface finish is a neo pentyl glycol gel coat.Viking Pools produces The pool or spa is then set into place using a crane,excavator or Viking Drive Industrial Park,Jane Lew,West Virginia;Viking Pools > various styles of swimming pools and spas.When installed in manually and be within 1 inch(25mm)of level.Simultaneous waterfill Central,Inc.,10600 West Interstate 20 East,Midland,Texas;and Q accordance to Viking Pools installation procedures,the pools and spas and backfill operations then commence.The backfill is compacted With Viking Pools,Inc.,121 Crawford Road,Williams,California;Viking .pas comply with applicable requirements of the following codes: a tamper and water.The installer must ensure that the backfill level Pools Southeast,40119 Country Road 54E,Zephyrhills,FL are ca 2015/2018 International Building Code®(IBC) and water level are approximately the same throughout this procedure. manufactured under a quality control program with inspections by a) 2018 International Residential Code(IRC) After completion of the backfill and plumbing,the decking is placed. Columbia Research&Testing Corporation(AA-527). E co 1997 Uniform Building Code(UBC) Decks are prepared as indicated in Figures 1 through 4: Z BOCAO National Building Code/2003(BNBC) 1.Cantilevered concrete decks are constructed as noted in Figure 1 in v 2018 International Plumbing Code®(IPC) all cases. N 2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted O 2012 ANSI/APSP/ICC-5 Residential Inground Swimming Pools Figure 2 in all cases. IL v 2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas 3.Raised bond beams are constructed as noted in Figure 3 in all and Swim Spas cases. ID 2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance 4.Aboveground installations are constructed as noted in Figure 4 in all p Q 2011 ANSI/APSP-16 cases. U 2018 International Swimming Pool and Spa Code- Barriers are required where pools are on premises of UBC Group R, (ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies.The barriers 2007 ANSI/ASME-A112.19.8 must comply with Appendix Chapter 4,Division 1,of the UBC or 2014/2017 National Electric Code(NEC) Section 3109.4 of the IBC 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) ♦ , Expansive soils: V The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following 1 and Table 4.The units comply with ANSI/NSPI-5,specified in additional installation details must be followed subject to code official's Section AG103.1 of the IRC,and IAPMO IGC-2000*,specified in the approval: UPC. O m Models described in Table 2,Table 3,and Table 4 can be placed up 1. All surfaces adjacent to the pool or spas must be excavated to a N rn C' rn ti to 19-1/2 inches(49.5mm)above ground.These pools and spas may minimum depth of 12 inches(305 mm)beneath the pool bottom and ■F� � � Cl) be placed with or without concrete or wood decking.Unless elevated minimum 6 inches(152 mm)behind the pool walls. U (n00 ti ti portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by step 1 must be removed untilW d d co etc.,these portions must be coated with a UV-inhibiting opaque paint exposed material is solid.If the soil is still soft and loose,the upper 6 U) oo M N co co - that is compatible with the laminate. inches(152 mm)of all horizontal excavation surfaces must be scarifiedi co All plumbing must comply with the IPC or UPC.Electrical work must and compacted with mechanical equipment.The compacted surfaces _0 o CO m X m LL comply with the code in effect at the construction site.The pool and and the excavated wall surfaces must be maintained in a moist o o co u- m m co u- u- rn spa must remain full of water at all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface. o . ch 0, m the following statement,must be attached to the pumping equipment: The term compaction implies any method necessary to consolidate the z 0 rn � Notice-The pool or spa is designed to remain full of water at all times. native and fill materials to keep the pool or structure from settling. co co The pool shell may be damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled m o0 m �_ Nbelow the skimmer.When appreciable draw down is noticed or if it with granular import material to approximately 6 inches(152 mm)" '� 0 a becomes necessary to drain the pool or spa,contact Viking Pools or its below the bottom of the pool or spa,wetted and compacted. Reviewed by: v Q� v Cl) 00 v dealers for instructions. 4. The remaining 6 inches(152 mm)must be backfilled beneath o Columbia Research&Testing Z ili c A permanent label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted cleanCA 95492 o a- a o c c o 10140 Starr Road,P.O.Box 933 o _ O o = indicating the Viking Pools dealer's name,address and telephone granular import material.The pool or spa must be filled with water as Q a E � = a- number. backfilling progresses to a level equivalent to that of the backfill.The Windsor, J Phone/Fax 707-495-0420 co backfill must be placed in compacted layers of approximately 6 inches '- 2 Installation Procedure: (152 mm)while a uniform height of backfill is maintained around the AS and ICC/ES Approved Testing Laboratory 0 U Viking pools and spas may be installed without a soil investigation by a pool or spa. Seal: 3 -M U — 9 9 P ( ) 1 9 9 Y P registered design professional RDP,subject to the building official's 5. Positive surface drainage away from the erimeter of the pool o (>3 J Co approval,provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly VIKING > a) -p_ =_ the site: expansive soils.Surface area drains and surface drainage swales or n O®T Co W � N 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation POOLS pool or spa excavation. of the soil around the perimeter and vicinity of the pool to prevent THE STANDARD of FIBERGLASS (� 2.The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. �QF NCH/r }� the pool or spa. `P ) DEC, 3.The existence of any soil types with an angle of repose that will not Identification: o ------ F, �p '� age,1.__,_-.___,_____,._._�.General Notes `1� �+ support the walls of the excavation at desired slopes. Viking pools and spas are identified by the following information I'°- - � Q- ► , 'k' Expansive Soils 4.Danger to adjacent structures posed by the proposed pool or spa imprinted on the top step of the pool or spa:manufacturers Name - ---.-- -.--_- - r, � > P-.age 2'_ - Tables 1 4 „, T* : k� W m location. (Viking Pools)and address,pool or spa model designation,a coded - - - C7 c "+. �. 1, UJ ,l Page 3 Figures 1-4 ,;y . 5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESR-2014). (^� Z Rage.4 ---Pool Models 2 fr.- �_ _ r confine sand or v2"clean gravel bedding. The units also bear the label of the quality control agency,Columbia - _ C? Page Page 5 Pool Models Continued Research&Testing Corporation(AA-527). ___ _.. _ QA O, 0 If any of the conditions above is encountered,excavation must cease ?"_, _-___1 _ _ _____!Hydro-Zone;Models R P w immediately.The specified conditions at the site must then be reviewed Findings: That the fiberglass one piece swimming pools and spas are Page 6 Spa Models OFESS\ON > and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 19:9____7 i"Altemati�e:�Recirculation Systems o. approve the RDP's report before work is completed. subject to the following conditions. The pool or spa excavation profile must coincide with the contours of 1.The construction and pool/spa installation comply with this report Ethe pool.The over excavation is minimum 6 inches(152mm)on the and the manufacturer's instructions. Length,width and depth may vary up to 3/-all �f 7 W dimensions are to outside edge of coping,measured Z from parallel lines. m ii N CO Cl) TABLE 1- POOLS ' POOL CODEDEPTHS GALLONS SQUARE PAGE POOLWIDTH x LENGTH TABLE3- SPAS r + • • APPROX. Acapulco AC 16'x 39' 3'-6",6' 16700 500 4 Type 0 SPAS CODE • • . AGE a Aruba ARU,_ 11'.x 22' -__ 3'-6" 5' __._ 5200 _ _ .172 5 Type;O.__- WIDTH x LENGTH SHALLOW, •• Baja SFF 11'-10"x 25' 3'-8",5'-6" 9000 229 5 Type 0 Mystic M 10'x 10' 3'-4" 550 64 6 Barcelona" __ __ _ _ BAR _ le­x 38'_-- - 6"x T-------__ 18500 _ - _-3'=._ _518 _ ___5 Type 0 -_- Mystic Spillover e - --- __MSW_- 10'_x11' --- -...-.3,-4»,- - ---- _-550, 64. _ 6 W Bermuda AL 12'x 26' 3'-6",5'-6" _ _ _7000 - 226— 5 Type 0 Placid BOS 8'-4!x 8'-4" 3' 475 45 6 - - -----�s-_ _._--._. --- - -- - - - --- Ca nbridge _LN_-'-- 16'z 36'_ -- _ 3'-6'°.7'-__ _----.._ . .18000 _451_---- --6 Type 0 _ , Placid Spil_Idver_ _BOSSVIf _S'=4".x 9'_:4_" _ --- 3'-- --- ----- 475------45 --- 6 O Cancun cc 16'x 35' 3'-6",6'-6" 14000 397 4 Type 0 Regal RG 8'x 10' 3'-4" 600 52 6 -, - __- Cancun_apLLO e:CGX 16'_z 35 4'_3"_,_6'6"��._ 11500 381 $Type 0_ Regal -pillov_e_r_ RGS.W= g x 10_ -_ _ . 3=4" __ 600 52 Caribbean MR 16'x 40' 3'-6"-6-6" 170001 468 4 Type 0 Royal RY 8'x 10' 3'-4" 600 631 6 Carmel FF_._-_-'13-8�x 30 -3',6 ,6 - ------.- --12000. .._..- 345 _`-5 Type O - Royal Spillover _- RYSW 8'=10:x 10' -- - 3'-4" ----- - --- -600--_-------,63 6 Chesapeake CP 12'x 31' T-7",5' 10500 292 5 Type 0 Shasta LRS 7'x 7' 3' 420 31 6 -- -- -- -------- -= ------ _-. ._ - --=----- - - SkiastaSpilf ver_- LRSSVV 7x'8!- 3' _.420 _ 31. 6 11700 416 _�.•5 Type.-0 Clearwater SP 10'-11"x 20' T-5",5' 3600 165 5 Type 0 Superior - CS 8'x 12'-5" 3' 700 73 - 6 r=-n-- - - - - - - - Supenor•Spillover_ CSSW_ g x 12 5'___ 3____ — 7W__ 73 ,_�6 Coronado - _ BHBI 15' 34' __- 3'-6"'`6'a6" _`_ _ _ 13000 _. 410- _ 5 Type.O___ "h`- - ` - �' - Ta oe ILOS 7'-6"x 7'-6" 3' 450 37 6 Delray B 11'-10"x 25-5" 4!-6" 81001 264 5 Type 0 =- - -- -- - -- - - -- ------ -- - Tah: 5Pillove� LOSSW__7==6_'-z 8' 6 . 3' -450. 37- Tfi Empress. ---- FR12-- 12'z 26.' 3 6 5 8 7600, 275 5 T e 0-- =- -- _ -- -- -- _ - - - --- Yi? - Hermosa VFTL 6'-10"x 10'-7" 10" 200 50 6 • Fiji F11 15'x 3,V 3'-6",6' 12000 375 4 Type 0 - - - - _ - s-- --- --- -- - - - -- - - =- Free 12'-x_25'-1''--- 3'=7»,51=5"------_- 6000 --- - -213.--- 5 T e 0_ Semicircle TSCT` 8'4"x16' 10" 400 92' 6 p - - - - - Yp-_ - Gulf Coast GC 15'10"x 39'-7" 3'-5",7'-11" 19600 506 4 Type I 15`-7;`*34'-8-- - 3'_7„-,.5,_=10j - =15000 -- -'423 O co `r Island Breeze II BN 16'x 40' 3'-6”,8' 22000 585 4 Type I //�C/) N �' N ___ Jamaica -- LD- - 9=10 x19„9” 3250...__.-138. ---S:Type:O : �"� rn00 Key West BFF' 12'x 25'-7" 3'-7",6' 9000 230 5 Type 0 U e) 00 ' Ki_ng"stcw APT - 1&'x 38= -- 3;_6,.-:5�_8�%----- - 12500 ---"555'- - 4 Type O (/� W o ��•, �, o° Laguna LG 14'x30 3'-6",6' 10000 310 SType O TABLE 4- POOLS L Z5 .. S v X � O m A cu Laguna_Delu_xe-LGX __ 14"x.30_ ____4',6' _ __ -_ ____9000 __ ___300,_ _-____4 Type 0__ _ O 0 .� LL � 'L co LL Lake Shore CD 16'x 33' T-7%5'-5" 15000 480 4 Type 0 POO • • • •+ 0- E o v) rn r°'i FEET NUMBER :3 2 14 30 -_ 3-6" 6' 1120 377, 5.T __ WIDTH _. ._.-_LENGTH SHALLOW,DEEP ___ _ -__-__ -_ HZDXL WGDXL 8'=6"z 18: 3'-3" 5' 2800 127 5 z COpcb o"o Malibu CRUD 12'x 26' 3'x 4'-7" 4400 209 ---5 Type 0 - -- - - CO v ti HZE WGEj8'-6"x 18' S' 3600 127 6 � ^ Maui- - -- ••wk- 10.16..- --- ....3-4_ 4 ---- -- 2300 103 . _-_ -Type9_1 0 0 0 Mediterranean BP 15'-8"x 38' 3'-7",5'-11" 17000 512 4 Type 0 \ c co co CO IVlilan- TYPe 9 -- Z o 45 o Monaco AT 16'x 40' 3'-8",8' 21000 585 4 Type I ii d a Moritego __._,__ .MT_ 14 x 35' 3'-7" 5'=7" 12400 388 _4 Typep ,_- m o, u a --i ' _ ---- - - - x Q LL Ocean Breeze OB 16'x 40' 3'-6",5-8" 18900 585 4 Type 0 0 u _F- U Oceania" BHGI 16'x 42-'__ 31,7' 19300 1- 516 _ 5 Type 0 _ 3 � � = Olympia FR16 16'x 35' 3'-6",6'-6" 15250 510 5 Type 0 E j� (� Panama I _ BL, _ 12'x-(35'=39) _ .4-E",4!-6-" _____• Varies _ Varies 4 Type 0 _ TABLE 2- POOLSW c = Q Panama II BL 12'x(35'-45') 4 6' 4'-6" Varies Varies 5 Type 0 ABOVE - N - - -- -- _- _-- ---- - - -- ---- - -- --- Poseid0n - PS _ _ 16'x40Y-6%7' 17500 538 4Type0, _CODES _ ___ _____ () - _ Rockport - RP - 14'x 30' - 3-7-,5'-11"5'-11'_- 128001 314 4 Type 0 AL ST RS: 14.x30- - -3, 6„ 6,,6 , --- — .. -BF.F `S P` Santa Barbara _ ' _ 12500 326 _ ___ 4 Type.O.__ Sea Breeze K 14l-8"x 33'-9" 3'-5",8'-2" 16000 378 4 T e 0 MTIC „- cM - J YP DXL- LBBST > St._Lucia _ - _ ._ CM_ :12'-3"-x.23 211 S Type.O ,11, 3'-6"-,5'--- -------_ .__-- . 6000 a LD _ _ -_ LL St.Thomas L 14'x 31'-6" 3'-7',7' 13700 396 4 Type 0 E — -- - - -- --_ - ---=— - Trinidad TND' T 16' 3' x 44' -6","7' 19300' __ _ 562 __` 4 Type 0 r �F Dtp�� Page - - Triton TN 14'x 30' 3'-7,5-11" 13500 338 4 Type 0 �� �r Os, - - ---- Z Tropicana - -MP - -9',6»x14_6" -4l•4- - _____ 2500 - -115 ----5 Type-O-- Valencia ST 14'-4"x 27'-7" 3'-7",5'-10" 10000 288 4 Type 0 f H�; w _. .- __..__ _. _ ' ..Y1 f. °� Venice TEEN. 16' 40'-2" 3'-10",8'_6"_ 16000 553 5 Type I_-_ �` -,- - - Z 40 z - - — ---- - -- - - - ��s�O ti ` �/ of 7 LL o Length,width and depth may vary up to 3%-all FIG. 1 dimensions are to outside edge of coping,measured °2 TYPICAL CANTILEVER CONCRETE DECK from parallel lines. 6"X6"-W1.4 X W1.4 WIRE MESH OR 3'MIN' REBAR NO.3,ON 2'O.C. 91, EACH WAY. a > SLOPED 1/4"=1' f _ � (n I—}.�� 12" — — II t 10" ~O Z i'- iulul - I- 1/4"GALVANIZED FOR CLAY 10" CHAIN I I� (ADOBE) 3"THICK COMPACTED SOIL ONLY. FIG.2 SAND(TYPICAL) CONCRETE DECK 4"MIN.THICK COMPACTED GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE I: (ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4 X W1.4 SAND OR 1/2"CLEAN GRAVEL A WIRE MESH OR T MIN- REBAR NO.3,ON 2'0.C. FIBERGLASS EACH WAY. 6" �-- POOL SHELL SLO ED 1/4"=1' 111�2 • 12" I- I FOR CLAY � 1_ 1/4"GALVANIZED (ADOBE) V♦ N � C') ti 10". I CHAIN SOIL ONLY. �� 't rn I- 3"THICK COMPACTED 00 CO ND(TYPIC LO III= 4"4MIN.HI CKCOMPACTEDU) W oo M � CO op FIG.3 _I GRAVEL FOR CLAY 'J''� L M v X I: (ADOBE)SOIL ONLY. `./ O N x m TYPICAL BOND BEAM O OLL cr)co `� @ to SAND OR 1/2"CLEAN GRAVEL ^^ co � LL t o CONSTRUCTION 6" {� FIBERGLASS I..L = o rn M rn v POOL SHELL 0 rn L BRICK,FILLED BLOCK, bi 3'MIN. 0) Z � CP . OR POURED CONCRETE $" '�' Co - Lo � BACKFILLED DIRT _ 0aCM � � x REBAR N0.4,ON 2'O.C. Of ti0 0 d MAXIMUM EACH WAY. 0 cB a a a ` \\ caJ fn - CU (0 i CnFIG.4 x"'* X_ W C 12" a•••.°.•� .. .a II I IIi 10" TYPICAL ABOVE GROUND INSTALLATION U U N (� _ 1 I 3"THICK COMPACTED 1 III SAND(TYPICAL) �, F NEW Y0 III 4"MIN.THICK COMPACTED MAXIMUM LL I_ GRAVEL FOR CLAY 19 1/2" II (ADOBE)SOIL ONLY. MOUND DIRT WOOD N DECK �j ` E�R/ro PXr r` j[; AROUND POOL SAND OR 1/2"CLEAN GRAVEL �� APPROX. Q h ., Page Lu FI—I 1 MI I I—I I IM I IM I I- r t .`•fi'?: IBERGLASS iii—iii—� a 6 POOL SHELL III= > I—II III- oA 07 _j45 ROFESS\O�P z -� 6„ of 7 LL 0 rai 44 39'-7" 40. 40 40' n N � V � V a > CA 3'6" 3' 3'-5"j TRINIDAD-TND GULF COAST-GC Monaco-AT OCEAN BREEZE-OB POSEIDON-PS ZO 1 INN gal.approx. 19,600 gal.approx. 21,000 Gal.Approx. 18,900 gal.approx. 17,500 gal.approx. 40' 38' 35' 39' 33'_8'• OP � � m co co 3'-6" n 3'-7" cO 3'-6"] ISLAND BREEZE II-N MEDITERRANEAN-BP I CANCUN-CC SEA BREEZE-K ACAPULCO-AC v 22,000 gal.approx. 17,000 gal.approx. 14,000 gal.approx. 16,000 gal.approx. 16,700 gal.approx. ^ 'Cr r to v N 34'-8" 35, AVAILABLE TO 39' v' �r64 2 40' 29-8 IN LENGTH '�� Lf/ 00 r ID o f in v w o N av $ I 00L v Z o O a) � N X ro > m I 4 I O ^^� °° CO LL CD m m Y I I io I..L o m " — co CD m d 3-6 GULF SHORESGS IMONTEGO-MT PANAMAI-BL C v wLAGUsoDaappoLGX Ogapprox.approx. 12,400 gal.approx.-MR Gallons Vary r m_` 17,000 gal.approx. �_ d v N MLo 3 o m O N m mL I z o ° 45 S � c o 30 31.6. —30' 30' OM a a W Q Cu L Q J V- p u x "i =F > � rr U � � � N 3'-7' i 3'-7" 1A 3'-7" SANTA BARBARA-RS ST.THOMAS-L TRITON-TN ROCKPORT-RP •1••r U 12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx. Cu SOF NEW Y P� DEO 34' 33' 27'_7" 38' GJ 16, Lu z Page FF2 z _ 5 3 ROFESS1O� a 3 6 n T_7— FIJI-FJI 3-7 VALENCIA-ST E 12,000 gal.approx. LAKE SHORE-CD 10,000 gal.approx. KINGSTON-AP Of 7 15,000 gal.approx. 17,500 Gal.Approx. d ii Cl) O n a v 31' 25--l" —25-7" 26' I 24'-10" —25'-5"- 04 r a > in3,8„ C/)3'_7„ I I 3'-7' 1 3._6., v BERMUDA-AL BAJA-SFF DELRAY-B 0 CHESAPEAKE-CP FREEPORT-FP 7,000 gal.approx. KEY WEST-B. 9,000 gal.approx. 8,100 gal.approx. z 10,500 gal.approx. 6,000 gal.approx. 9,000 gal.approx. d m 23'-11" 26'- 36' 30' 19_9„ E 14'-6" 0 m o I -1 IEA aD �_ U j m 3 '6 y 1 4'1" ' 3 N ST. LUCIA-CM TROPICANA-MP 3'-6" JAMAICA-LD CARMEL-FF 3,750 gal.approx. • s _ 6,000 gal.approx. MALIBU-CRUD 2,500 gal.approx. 12,000 gal.approx. 4,400 Gal.Approx. CAMBRIDGE-LN 3 s 18,000 gal.approx. rr E L m m E w 38 �• 33' 20' 30' 22' ao (n Co I ••1--+ 4 9 C w Cl) o C', � 3,4 1 n 3,-6„ io 1 - X X LL 3'-6" 3'-7" O O ch LL m CLEARWATER-SP MAUI-MTK Aruba-ARU Barcelona-BAR CLAREMONT-V 3,600 gal.approx. LAGUNA-LG 2,300 gal.approx. 5,200 Gal.Approx. 18,500 gal.approx. 11,700 Gal.Approx. �' =3o c- co 10,000 gal.approx. 3'-5" z co C) CCU: ~°D m o `r 0 CD AV NLLENGTBLE O 45' 35' � 16' a C ' Co.o `-- I--26' I 35' O Z o ai o 1 L C O L O Q E a L a 0_ L TRO 00 ° XQ Q m cu I- L : J 3 — Cn vi 66„ 3'-6' 5,�8 }—L 4' MILAN-CTL E J Co � >, PANAMA II-BL I T— — 3' 4'-3" 2,450 gal.approx. 4) p 6'-6" � W c — — Gallons Vary �� C: OLYMPIA-FR16 EMPRESS-FR12 U � N 15,250 gal.approx. 7,600 gal.approx. CANCUN DELUXE-CCX 4—J U 11,500 gal.approx. F N E W r v 42' 40'-2" 34' I g�•Dt`R U�,� s � 0ZD T �� 16' 15 z Page z L F o L o- E 3 I ! 3'-6' -T 3'-6'1. 6, OAROF 0 y 7 3'-10" iQ 6_6 zo' Majesty-FR14 c 11,200 gal.approx. h N Oceania-BHGI Venice-TGEN Coronado-BHBI Of 7 z g 19,300 Gal.Approx. 13,000 Gal.A r 0 w 16,000 gal.approx. pp ox. LL q 10' v 10' 12'_5 i 7' 19 N co ED a > U) yW Z0 c� � M -c-, F— O PLACID-BOS REGAL-RG TAHOE-LOS Z ROYAL-RY SUPERIOR-CS SHASTA-LRS MYSTIC-M m m 475 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx. E 600 Gal.Approx. 700 Gal.Approx. pp � m n o T-6"T-6" 7' 10 0 8�„ 10' 10' 12,5., =:2 m I coo - I co ao a 30 co N m C y — 3 0 ° 3' 2'-6" 3' _ Na 3' PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY-LRSSW MYSIC SPILLWAY-MSW 475 Gal.Approx. 600 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx. V, NN o, }_4 OV M 16' U♦ 00 W cri O O N O a0 10'-7" L 8 v 0 75 8'-4" O O C L,- 1>01ca U_ LO coo ch n zrn F10'. c c °cco m ti ti L 0 o o 1 0 G v M c SEMI CIRCLE TANNING LEDGE -TSCT 10^ HERMOSA-VFTL 0 > Z � 45 400 Gal.Approx. 200 Gal.Approx. O p o L 0 a 5- a ma- J m o � Q ,� 3dE= ca E !E a) -0 cu W (� N 8' 18' �� U 19 co 0 ® co F NEW y co EE LL t r>�. � Page POOL-HZE z POOL-HZDXS ZJ,� w 3,600 gal.approx. 2,800 gal.approx. ti IL 07 �Cv a AROFESS�� P E of 7 z IL r ao c+1 0 a M r N SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS V v 0_ DEBRIS REMOVAL SYSTEM SUCTION OUTLETS IN SERIES 2-90°ELBOWS \ LOW HI VENT COVERMAY W W (OPTIONAL)DEBRIS BE GUTTER DRAT CONTAINMENT O CANISTER Z JillWATER LINErl TO PUMP ANTI-VORTEX LOOK DRAIN 2ND DRAIN SUCTION OUTLET) 2"0 OR LARGER \� 1Yz"0 VENT LINE—/ (SUCTION OUTLET) ( CIRCULATION LINE HI LOW HI FILTER ATMOSPHERIC VENT PIPE LENGTH a MINIMUM=16'MAXIMUM=30' 18"MIN W OR EQUAL TO 24"MAX (EXAMPLE) PUM CIRCULATION LINE v OUT TO OPTIONAL WATER FEATURE(S)OR SPA r GENERAL NOTES STANDARD NOTES: / N �_ �C`') co O)M CV �// (� 1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. 1.USE 2-SCHEDULE 40 PIPE LEGEND 2.DO NOT USE 90 DEGREE ELBOWS ON SUCTION SID c'7 2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2016 CALIFORNIA BUILDING CODE. 3.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS L.L_ 4' aD 3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MORE THAN 1B•ABOVE WATERLINE. ) FIBER OPTIC LIGHT TJOINT r^ Do A f� 4.REQUIREMENTS OF ANSI/ASME Al IN MEETS THE 12.19.8-2007 11REMENTS OF ANSIIASME-Al 9.8-2007 FOR ANTI-HAIR ANDIBODYENTRAPMENT2007 AND IN COVERS MEET THE ND 2013 NS APSPACC-7 SUCTION ENTRAPMENT 4.KEEP VALVES WITHIN S OF THE PUMP AND/OR FILTER hy-� SKIMMER �' 3"MAIN DRAIN v�J -_ UO AVOIDANCE. DZ U) Y/ � pcj N pco 5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND „> RETURN 3-WAY VALVE L v !aX MATERIALS OF CONSTRUCTION.REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON > O X FILE WITH THE BUILDING DEPARTMENT. »� X PLUMBING O O cl) LL G3 CD — LL 6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. ^ (ca ca 7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES SPILLOVER OF MERCURY IN 3 SECONDS L E O cam) B.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM 7 DO M 9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS N ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. z DO DO c) co 00 .y C DO CO 'm~U 1- L 0 V u') C Q m M m W SUGGESTED DETAILv LL Z O �C c O VENT COVER MAY BE GUTTER Q0 DRAIN SUCH AS HAYWARD m (COVER MUST COMPLY WITH MODEL SP-1019 W O x Q LIL ANSVASME Al 12.19.8M) SUCTION OUTLET Reviewed by. M (D c 1? m (MAIN DRAIN) 490'ELBOWS J cn N E .� SE L T e C� J � � � a o 5E 2'T 12'MIN U AXIMUM DISTANCE 1 1 1 Q Z`o TOVENTTEE LLI 5 �j m SUCTION OUTLET YO CONNECTION=1' FINISHED GRADE �• > ) >,a (MAIN DRAIN) 2 O \\ /\\ Seal: I- E m V E m ALLsuciloN 1Y"0 VENT LINE / n:2 m PIPING TO v o ALL VENT 2.0 a o ui PIPING 1Ye' EN��j1 ,v"m se���a .� co of NEW y co n, r Q 1Y"8 NOTES: 7 AA �1'"L � (Y ALTERNATIVE SUCTION OUTLETS SYSTEM 1"'1 s"_-t Lu MAY INCLUDE I ON THE BOTTOM AND ONE ON w (� Page OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON `•��_ 1 Z (7 VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS �1''I i• / WILL NOT BE BLOCKED BY DEBRIS, W INSECT INFESTATION.OR ZJ, �/ •-- 0%�v 0. Q. MICROBIOLOGICAL CONTAMINATION O (J7 a �oROF NP J DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE. E of 7 cuZ LL i C-7 �- - cr PO n h � Q U R 5 W U S � a = a sce�c asxmeo DgR, crane r!u nae, wua xonc e�1r�rnr�s ra w.us I SECTION THRJ-PATIO LEFT SIDE ELEVATION LU scALE•#•=rc• SCALE}'.I'-0' LU z LH/ ►L lb � Q ° �� i rot xounGm N aiAss opera � rnr,w•n oar• ev-rAen•cw v Q norma l— W W ®cores 11 sin er•nae+r ou I I2 X roonnes ���111--- I inkn -• unv o eaw I � 'ewr.� a -Y- RIGHT SIDE ELEVATION REAR ELEVATION SCALE}••1'-0• SCALE.1•=11-O• Z A-3 0 t•- �qqq� �rMO n�ixliu wuu U S q p � _ s 6o•or40_e— _ s�oErN�s MI — — � u u -A- 4- �n- --- -- a _ tea• I " a m ro onnielPeir R C. I nn.oeewro ODETAIL® BLOCK I I RETAINING WALL I e a 1 cc�nvsln:oewas I I I I I lLGV.• FP.EL d sa•-e I]u• s�Far I I 54'-6- I I "'eM.m�Dun I I 1 � ^a''`Os ue• I I i - raTM I sw°o elaxlro I I r I I ] •uPnr � � 1 I e,asi o� oar � Yxs•roei flaen+®1 1 1 I FP.CL�.n.�91'4' I I elan�nmce er•ncueoLiI I a LniaLdba<5•Qa E41nL 9=TUM6EB 9004.HA[ I x I I 1 6a/L! On�w,xc. wsr,wcwa _ I i I na I SITE 6 Asa, I Fay„ I 1 i FOOTING. •'uJ'' ,�,,,,e I I I Q PLANS 6 ZONING r� ,U\ OI DETAIL 4D DETAIL® STEPS 2 ' ,� Z v END CONDITION O 10 I I I W � � Q enrle sren ro Dent {{ _________ LCL/ _ ____ I 14- voonae ro 13 I ..e• a a. _ UUvll T.oecF ____ oe�la, nBO.T Ea/! a Q?- o I O 7/1 _�'�.�E4•'��___ __ MMc4�M Y YCW PCIT I af,•i P I I -'�• -c I ____-y,,,. i a_ I 111 Q -.^��--- ---- F' MO. Corea revel. ,.I13 II -� N I I to Q Ck wa w N C/Q.001 Ln ]'YDilwalK.M-9aE 1 Dro 1/ z <1�r ? eA9TIN9 nwnN9 U �\ ED' 5 ROAD a cc 0 FOOTING PLAN oRT. F- SCALE•}•.I'-o• SITE PLAN SCALE r.lo' z o A-1 w O I LL �y,� jbee _-____ • rex-a.er_a .ea-e• 1 _______—__ __ _ '-1 U �" Q W Y I 1 1 `" x _ 1 1 g a < i1 1 rwrFn 1 � 1 eaev L 1 1 ,xnow rnauc 1 1 1 � 1 1 1 1 1 1 1 � 1 PLANS 1 � 1 1 1 W 11 1 1 1 1 Z e• on R ye 1 1 W mmeu� 1 z mmmmmmmm W—mm mmmmmmiI-m■ 1 — o J bec 1 W PROPOSEp 1 `• T a W VSO DELKDEGK .(� " . z 4z e,�=e• :2xu U (L X a �eev..s, • p PP E EV ,.'.,• 0 A--2 PLAN OF DECK, PATIO, 8 POOL a: 0 SCALE•I/3'ol'-0° LL