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HomeMy WebLinkAbout45770-Z TOWN OF SOUTHOLD y,sr�g1lFFQl�C 440'0' BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE V, 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#: 45770 Date: 2/2/2021 Permission is hereby granted to: Vasilakis, Florence 10 Babcock PI Lynbrook, NY 11563 To: construct an in-ground swimming pool as applied for per ZBA approval. At premises located at: 21625 Soundview Ave., Southold I� 0-r ALL �� SCTM #473889 Sec/Block/Lot# 135.-1-6 Pursuant to application dated 1/25/2021 and approved by the Building Inspector. To expire on 8/4/2022. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector �Z FIELD INSPECTION REPORT DATE COMMENTS t:_ H t;.•:. FOUNDATION(1ST) qtr r.; ------------------7--------------- P � d ? FOUNDATION(2ND). FAS" ROUGH FRAMING& PLUMBING �t INSULATION PER N.Y. i7a=. STATE ENERGY CODE n;. hf: Fk FINAL `r ADDITION COMMENTS ; x 6a-r H TOWN OF.SoLrMOLIJ 3XIOZING IMPARTAUM 13UILDIKGPERmrrmcATjONCHWMaT TOWNIU,LL �P 8,011m6ib,NY 11971 DO y-have ornew the mofti beton: TZI.(631)765.1802 Board ofHeft ]FAX:(631)765-95112 4umof 8 Pbnuiug Board appVW— SOU"I'"Idt"MY-9m Ba"ft Pas R%Rkffr Survey., ------ Check Septic Foran—————— 7.� Thmm agon EMOnined 26' C.O.App v, FloodArj* ApMovedJAN 2 5 2021 SUM-WaterAssesonmpom— 20 Contm Mqvrovwd Towto Mail to: M 0 rm rd r- Expiradon '4 111 20 Phoml' ?I APMjCA77(DjqFOR,,MjMDXKC r . PMEW CnOP Date—4ZZL_�20 ja sets a-This UPPUCRUOU MUST be.COMPleftlY Red iaby-qTcva*r OfpIRo'%aCourste Plot P18A to scale. orm b.Plot.plen showing locatio• n of Fee accord. to schedul®.ioaile '*'Md subrnlW'D Ow Building Inspector with 4 Omg lot and buff 0"r*'*Mft to adjoining Wmises 0'AD— I - *6*cOvered by tbia-applicaticn,may not be Go or public atpaab d.Upon Wrov nnnence W Of'Ws,O on,,fta Perrmt shall be kept omthaj - PPlicad. 4'befDra Issuance OfBuilft NOtDAlleappflount.SUch apermitceded or issues a Cmtwcaw of occupaney 8W Purpose what so over until the Building Inspector f EV@'Y,6uidingpejn*,' issuance orhLsnotbCeII,COM shall-CM-ke,if 1hework aUftrjm&has not SIM= Mleted'wift,lig,radfift-fto — -_ I - co aj;­ �-­----dh'"'If ._ Oed PmPerO hEvveibeemenactod in'tW,lrriffjj�,j�B" .40'Zoning, within 12 addition skm .—Oaft Thoreaft otbierreguhgons pxjO -0011011 "_MAY 20, affectingft amew., __ __ .(.� ib.w*inz.the ellOnsion.oftbe Perm*for APPU CA,b� ON-IS�lqgM-y Building Zone, MAI) 'tbaUsURIM ofa,B -ding permit Ordivan 003 or ed+inspectors oti preanises and in binding qtr ne ons. 'horsing _-_04-,as?hmein described code;sndmgol�WdID adze 111h,111­11[lb,_rI7114V, 5p11 Pi C_ Wt) amp:;_ ULbi State whetherapplicantis owner,lessee, (wing. Of applim) Men, 'nmr.general cmft-or,ej.MiM Plumber or builder Name Of OWM a (As 0the .................. of duly 0191XVIMd.04f 66-alft mll 1 deed) Affle of Orate officer) B,uddenrL. No. ft T. r -- - 14 PIUMbOUL N o R Me ,eism.�rj"__ W*mLicense 0. 00M Trade's License 1. Loon If d on which proposed work Will be done:z I '5OIkkIb'4 levs K\ - House Number . Street _x ' _rt> County Tax Map No.1000 Section �S'S .-BlIk Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu a Existing use and occupancy 1 �PancY� proposed construction: b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Pyr Removal Addition Alteration Demolition Other Work 4. Estimated Cost Fee (Description) 5. If dwelling,number of dwelling units 'Cro be Number of dwelling units paid o filing i g this.application) If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. "..Dimensions of existing structures,if any:Front Rear Height Number of Stories �Pth Dimensions of same structure with elterations or additions:Front Depth Height Rear Number of•Stories 8. Dimensions of entire new construcxiow.Front Height Il�I, Depth Number of Stories 9. Size of lot:Front Lj3, 66 Rear �9. 3, 1.0.Date of'Purchase Name of Former.Owner 11.Zone or use district in which premises are situated 12.Does proposed constriction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?yES NO \/ Will excess fill be removed from _ F j'QWA-r..Q_ Al Etc h�nam h Premises?YES NO ✓ 14. acnes ofOwn�r ofpr�mises i6tLt_fY K-15 A 2167�,5Lcc*�-uji `I, Name ofArchiteot — hone No._ 3i Ln l �f Name of Contractor b Address hone No �*essy7b0 g4-0) ,f°a 15 a:Is this. P11�--Ti Tk�� PmPerh'within 100 feet of a tidal:wetland-,or 09shwater wetland?*YES /No *IF YES,S.OUMOIM TOWN TPiJSTEES:&D.E:C.PERMITS MAY BE REQUIRED, b.Is this property within 300 feet ofwtiMa wetland?*YES NO •IF YES,D:E.C.PERMITS MAY BE RIEQUMD. 16.Provide survey,to scale,with accurate foundation plan and distances to'property lines. 171.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there=y covenants and restrictions with respect to this property?*YES NO V IF YES;PROVIDE A COPY. STATE OF NEW YORK) COUNTY o al S: --%� � �-sbeing duly sworn,deposes and says tbat,(s)he is the applicant (Name of mdixrdual siisninng contract)above named, (S)He is the �)C—kC --`�45 QFPI Lot (Contractor,Agent,Corporate,Officer,etc.) ofsald,owner Or owners,and-is duly authorized,to perform ouhave the that all statements eontaiard.in-this application ari~true•to tiie'best ofP u��orledge and belief;and that the waid work And tomake and ork wille this be Performed inrthe manner set forth in•*6e aMlicadoa_t31ed'therewith Sjq4F; rn ' 202-1 L. DWY BLIC,STATE OF 4YKSiioplicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY CQMMISSION EXPIRES JUNE 30,2dg2,a- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 P Bui sector SPRtfinOO p VAL JAN 1 5 2019 PPLICATION FOR BUILDING PERMIT Date 20zi T ),7714 OU—i1101 D- 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 plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part 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 from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and re.ulations, and to admit authorized inspectors on premises and in building for necessary inspections. `—; 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 46 b. Intended use and occupancy a✓/�- 04 ` P(,Vfll- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories. Dimensio s aith alterations or additions: Front , ,FY b t. , .``f Rear Depths A eight Number 6f Stories ' 9 A Ak 8. Dimensions of entire new construction: Front Rear "' Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. 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? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS 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 data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: C TY OF�F�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the OAC�i'-A (Contractor,Agent, qorporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . BETSYA.PERKINS S� day of A, 1 20a17Y Public,State of New Ygx No.01 PE6130636 Qualified in Suffolk C un otary P blic Sion Expires Signature of Applicant N `• 9700 Main Road Mattituck NY 11952 Office:631-298-4014 = =' info@NorthForkPoolCare.com Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) (Print property ow is name) i Residing at Do hereby authorize North Fork Pool Care, INC 9700 Main Road Mattituck, New York, 11952 o apply on my behalf to Building Department. coo (Owner's Signature) (Date) (Print Owner's Name) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 5, 2019 TO: Patricia Moore (Vasilakis) 51020 Main Road Southold, NY 11971 Please take notice that your application dated January 15, 2019: For permit to construct accessory swimming pool at: Location of property: 21625 Soundview Avenue, Southold, NY County Tax Map No. 1000—Section 135 Block 1 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 32,670 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXII Section 280-116A(l), which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site plan shows the proposed construction at 63 feet from top of bluff. In addition, the swimming pool is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard, or in case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements. The swimming pool is located in the side yard. Autho ' e nature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS SOF $O(/j Southold Town Hall Leslie Kanes Weisman,Chairperson ��� y�10 53095 Main Road •P.O.Box 1179 tt Southold,NY 11971-0959 Patricia Acampora C, Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �l,Y 54375 Main Road(at Youngs Avenue) Nicholas Planamento, _. �DUNV I Southold,NY 11971 http://southoldtovamy.gov RECEIVED DEC 2 2019 ZONING BOARD OF APPEALS TOWN OFSOUTHOLD DEC 2 6 2019 --: -07 Tel.(631)765-1809•Fax(631)765-9064n" FINDINGS, DELIBERATIONS AND DETERMINold Town Clerk MEETING OF DECEMBER 19, 2019 ZBA FILE: 7304 NAME OF APPLICANT: Florence Vasilakis,Alexander Vasilakis and Demetrios Vasilakis PROPERTY LOCATION: 21625 Soundview Avenue, Southold,NY SCTM#1000-135-1-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A14-25, and the Suffolk County Department of Planning issued its reply dated April 10, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred.for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 30, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted as the records available, it is recommended that the proposed action is INCONSISTENT pursuant to Policy 4.1 which seeks to minimize any potential loss from flooding and erosion hazards in proximity'to Coastal Hazard Areas. The LWRP Coordinator further informs the Board that in 2009,the Board-of Trustees issued a permit(7178) for a replacement seawall and stone armoring due to wash-outs andefosion of the bluff as a result of storm damage, and-that historical storm events have eroded land areas in this stretch of coastline at accelerated rates resulting in repeated property damage. The swimming pool placement in this vulnerable area, located 65 feet from the top of the bluff, is highly susceptible. However, with the conditions imposed herein, adverse environmental impacts will be mitigated and therefore the Board finds the application consistent with the LWRP. SOIL AND WATER CONSERVATION DISTRICT: At the request of the Board a site visit was conducted on May 22, 2019 with a review and evaluation issued on May 30, 2019 relating to the subject parcel. It was noticed that the yard landward of the bluff was recently planted with turf grasses. The yard gently slopes away from'the bluff. The bluff has recently been regraded, vegetated, and a new bulkhead installed. The selected grasses are appropriate for stabilization. As the vegetation continues to establish this portion of the bluff continue to stabilize, however the neighboring parcel to the East has not yet remediated issues and the adjacent parcels are bare and currently eroding. Based on observations and considerations of the topography during site evaluation,there are no concerns regarding the bulkhead. Also noted was the sprinkler system at the top of the bluff causing concentrated Page 2,December 19,2019 #7304, Vasilakis SCTM No. 1000-135-1-6 flow and gully erosion as excess water is cresting over the bluff. The sprinklers at the top of the bluff should be eliminated, adjusted, or changed to eliminate any water cresting over the bluff. Additionally,there appears to be a damaged underground irrigation pipe in the front yard evident by ponding which can lead to greater issues. The proposed location for the pool is gently sloping away from the bluff face in the rear yard. The site plans for the proposed pool do not include any considerations for the pool accessories or backwash/overflow. It is customary practice to install a drywell dedicated for the pool for instances of occasional drainage for maintenance and overflow. Not having proper means to capture pool water can cause issues to the foundation of the dwelling due to the close proximity and cause lateral seepage to the bluff face. Similarly, drywells for rooftop runoff from the dwelling were not evident at the time of inspection. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 29,563 sq. ft.parcel located in the Residential R-40 District. The northerly property line measures 83.63 and dips southerly 54.23 feet totaling 221.49 feet along the high water mark along the Long Island Sound, the easterly property line measures 193.59 feet, the southerly property line measures 173.08 feet and runs adjacent to Sound View Avenue and the westerly property line measures 154.51 feet and then juts northwest 53.93 feet totaling 367.95 feet. The property is improved with a two-story wood framed dwelling and two existing wood decks and patios,on.both sides of the residence to the west and to the east side in the rear yard. There is a concrete and stone barbeque located on the east side of the property along with a wood framed shed (12.3 feet by x 12.3 feet) also on the east side of the property located 8.9 ft. from the easterly property line. All as shown on the survey map prepared..by,Nathan Taft Corwin, III, LS, last updated March 12,2019. BASIS OF APPLICATION: Request for Variance from Article III, Sections 288-15, Article XXH, Section 280- 116A(1) and the Building Inspector's February 11, 2019, Amended March 14, 2019 Notice of Disapproval based on the application to construct an accessory swimming pool; at 1) located in other than the code permitted rear yard;2)located less than the code required 100 feet from the top.of tlie.bluff;located at 21625 Soundview Avenue, 3 (Adj.to the Long.Island Sound) Southold,NY. SCTM#1000=15-1 '- .`. RELIEF REQUESTED: The applicant requests a variance to construct an accessory in-ground swimming pool. The proposed construction, on this nonconforming 29,563 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXII Section 280-116A(1), which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of the bluff. The survey shows the proposed construction at 65 to 71 feet from the top of the bluff. Furthermore, the swimming pool is not permitted pursuant to Article III, Section 280-15, which states accessory building and structures shall be located in the required in rear yard, or in case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures in the front yard setback requirements. The swimming pool is proposed to be located in the side,yard. ADDITIONAL INFORMATION: During the first Public Hearing the applicant was asked if he could relocate the proposed swimming pool to a location with more conformity to the code required bluff setback. The applicant stated that the reason for the location of the proposed swimming pool was to center the pool in between the two patios in the rear yard so the children using the pool could be safely monitored from both of the two residential units in this legally existing two-family dwelling. residences. Because of discrepancies in the Building Department records, it was unclear whether the two-family dwelling was legal. On November 22, 2019, the Town's Building Inspector inspected the site and informed the Board that, in fact, the structure is a legal two-family dwelling. The Building Department's reasoning for determining that the pool is located in the side yard is because of its proposed placement in relation to the existing patios which are considered part of the dwelling. Page 3,December 19,2019 #7304, Vasilakis SCTM No. 1000-135-1-6 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 5,2019 at which time written and oral evidence were presented. Based upon all testimony,,documentation,.personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing house predates the existing code that requires that a structure be located with a 100 ft. setback from the top of.the bluff. The house was constructed 106 feet to the bulkhead when it was then zoned. A new bulkhead was installed in 2018. . Sound front pools are common in this area. The adjoining properties are setback closer to. the bluff than the subject property and the Board has granted a number of variances along Soundview Avenue. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance..As previously,stated, the applicant prefers that the pool be centrally located between the two existing patios in the waterside,rear yard in order to safely monitor the children and to create equal access for both units within the existing tvo=family dwelling. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 35%relief from the code for the distance from the top of the bluff, and 100% relief from the code for the side yard location. However, the "technical" side yard location is in actuality a rear yard location and the proposed pool will not be seen from the street. Additionally, there are other non-conforming bluff setbacks along Soundview that are closer to the bluff than the distance being proposed by the applicant-. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted,to suggest that a variance in this residential community will have an adverse impact on the physical or,environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions imposed herein will mitigate any adverse impact to the bluff. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in.effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to GRANT the variances as applied for, and shown on the survey map prepared by Nathan Taft Corwin, III, and dated March 12, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Swimming Pool mechanicals shall be placed in a sound deadening enclosure. 2. A drywell for pool de-watering and capturing roof runoff shall be installed. Page 4,December 19,2019 #7304,Vasilakis SCTM No. 1000-135-1-6 3. The applicant shall establish stormwater run-off and erosion controls as described in the Suffolk County Soil and Water Conservation District correspondence of May 30,2019,which consist of a) Adjustment or removal of the sprinkler system to do no further harm to the top of the bluff; b) Remediation relating to the damaged underground irrigation pipe in the front yard where ponding occurs. c) Installation of drywells to capture all roof and stormwater runoff,if not already installed. 4. The applicant shall submit a survey showing the location of the installed drywell(s)for pool dewatering and roof runoff and the location of the,pool mechanicals That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that .may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that:an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146($) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension,not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Acampora,Planamento and Lehnert. (4-0)(Member Dantes absent) Leslie Kanes Weisman; Chairperson Approved for filing lb(103 /2019 LONG ISLAND SO UND SURVEY OF PROPERTY SITUATE SOUTHOLD N 87159'14" E 83.63' S 77.06,13 TOWN OF SOUTHOLD ____ --- _ SUFFOLK COUNTY, NEW YORK nE 1NE xuW"w9aa xa,Wan WVK ON YS S>.LC9 54,23. S.C. TAX No. 1000-135-0.1-06 SCALE 1"=20' 2 .909 R wWAO� 11 JUNE-23, 2009 61p9 'ems MARCH 12, 2019 ADD PROPOSED POOL W. N 1 / O AREA= 29,563 sq. }}. - �o-� (10 TIE UNE) 0.679 cc. /3'©/ / RELEVI� PAP R 5 2019 / 2ORIRG BOARD OrAP:,FALS O C'04" b � • N l\i uo Fv�' >� [e O m ,• p FINAL MAP P9' •✓PAP '.r REVIEWED BY ZB tA >ev aC $ SEE DECISION# SnWi E l DATED L/B-l&o8 F, ,Y t h 2 STOGY PIUDE MOUSE +"+j(� — ,W It i N a 173.08 �rN+E9 w Aa>sWvwc snx DR usuw siA•m,9os ro91mE svavos As EsrAWaaO VOL 1/lp EK TAE LlAJ.9.AX9 E NOV D Aro AO9Pf01 SO.OD' � w �"wo pp5f us:9�na xm-vca�srArz uxo ,pp1WiaL ee°'4. S B 44'20 iF vm� wa ma ,u::iw. ""c ws°°"`mn arz �wnem ma aE rLwmc /r:.' \O. i SOUND VIEW AVENUE N.. N.• Y.S.lle.N 50167 UHuwWWlEO ALIk1WnN ON A]011®1 T0116 9ENEY 0:A WetAl@l Nathan Taft Corwin III aan,W D4R Ww1EY MM Nw DaacW Land Surveyor uAE 9xa.wr eE WsaWc® A ff A YND TWR WR'. OWRCOWE NOBJA�109SN WE W!1 06�roARFMED.Av�W OM N6 WWi 1�0116� d5min ITm Im Av Title Sun*s—SrATieeimu—Sb R_—C..k eu-upo TO DE e551Wi05 @ iNE 1M91W IMWI- iulnn OExR�twa A¢xor 19wmEMmE_ PHONE(631)721-2090 Pas(631)727-1727 WE EfO6TQSE Of P40M O7 WAY OFFV l TD)AT IWNNO A0Of69 �NOTE6Nw'M l9C 0=0. 9VA RODA. ADD.. 1586�Uk kP11901-0965 11947 WuheaQW.Y k 2d; LONG ISLAND SO UND SURVEY OF PROPERTY SITUATE SOUTHOLD N 87023959 99 E 65.91 S 78,39,Sz�� SUFFOLK COUNTY, NEW YORK TOWN OF SOUTHOLD F HIGH WATER MARK ALONG STEEL BULKHEAD FOOD S ,2•42, ON SEPTEMBER 17, 2019 UINDlNG J S.C. TAX No. 1000- 135-01 -06 PLASTIC MESH WALK � S7E'fL BULKypAO x SCALE 1 "=20' wa°° °eCK N JUNE 23, 2009 y � m NC suer MARCH 12, 2019 ADD PROPOSED POOL c% o6W ` wooD w4ck SEPTEMBER 17, 2019 UPDATE SURVEY �Trom OF BLUFF lJ7 JULY 26, 2021 ADD DRYWELLS CID 1 �o Q'. WIFENCE 3� x o J RE I n O FENCE °' I.A.W. AREA = 28,516 sq. ft. f O O w TOP OF BLUFF / Q� (TO BULKHEAD) 0.655 ac. FOUND CONC. MON. 0.3'3.6 } Nmo < o1z 1.0 << } o I;.. I � S � � Ott � d� JUL 3 0 2021 o l t( � r�� AS SHOWN ON PROPOSED PLANDSCAPE L/1\ . PLAN BY JOYCE GRIGONIS PROP0 ED DRYN�LL } } BARBECUE POOL D15GHAR6E�:'`•�'T, .1/ b ............ O :: i::::i::: :? ?:::: EXISTING 9• t } WOOD DECK / O BLOCK PATIO ii::::::........POOL................... r, v .:.:.. BLOCK / CONC. do STONE �O� } b ?:ii ::::is.........7'26i:i:i::i:i: STEPS/. BARBECUE N ":.?..,...:... •: _. '�',.` 17.9' S?, / �ag � }yc^ 17.9' S?, ..: .:..PAT10• ..;,, ;r: o o POOL Q�P(EN� S. }� m h CHIMNEY u obi } 30.0' .TEPw 1.2` o 68 } 12' 1 & Z STORY FRAME HOUSE 0 i Qi 1 B.2' xgg o Sc u 18 10.3' [--AIR COND. N 16.9' ro I } UNIT 15.2' } � BRICK I } PLASTIC BRICK STEP _ G ARBOR STEP 1 'i? Bldg Dept copy from ZBA Final reviewed documents EXISTING 10' DIA X 8' DEEP—,,, �( �� ZBA File# 730 LAMP /POST DRYWELL FOR ROOF RUNOFF / t Pete ` iq \ POST int W •W y� <<t cp. x, I 173.08 �}} o J PREPARED IN ACCORDANCE WITH THE MINIMUM /wm LAMP (� J STANDARDS FOR TITLE SURVEYS AS ESTABLISHED FOUND CO C- POST BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 50.00 MON. 0.6'W. c 8404420 Ao A 4,�O91 W P� FENCE ` FOR SUCH USE BY THE NEW YORK STATE LAND FENCE J Oaf �} �Y 120'5, 2,7'W TITLE ASSOCIATION. 3.5'5. 0.6'W. POST do RAIL FENCE MAILBOX FENCE EDGE OF PAVEMENT M E *� �-I W �� T N ND VI ` fN.Y Lic. No. 50467 ! UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE / EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING Corwin THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED l TO BEA VAUD TRUE COPY. !t CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys y LENDING INSTITUTION LISTED HEREON, AND ys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Riverhead, New York 11901-0965 29-142D LONG ISLAND SO USD SURVEY OF PROPERTY SITUATE SOUTHOLD N 87°59' 14" E - 8363 S 77°06,1 3,, TOWN OF SOUTHOLD TIE LINE ALONG APPARENT HIGH WATER MARK ON JUNE 23, 2009 �+� ` C .23, SUFFOLK COUNTY, NEW YORK `J`h S.C. TAX No. 1000- 135-01 -06 Z WASHOUT Waao BULKH l SCALE 1 "=20' WOODyATIIE_ AREA �D JUNE 23, 2009 CR Waa� WOOD pEaK MARCH 12, 2019 ADD PROPOSED POOL � STEpS .^ BOTTOM OF BLUFF v 'UA � O.UA. d'o CPS / I � � O TOP OF AREA = 29,563 sq. ft. BLUFF / (TO TIE LINE) 0.679 ac. FOUND MON. 0.3'W• / ons /Ngo mm� .1' ^I 61 O / � I d o � EXISTING PATIOS, WAS I - AND PROPOSED POOL Ee -) opy from ZBA AS SHOWN ON LANDSCAPE ed doc�ments L/1\ PLAN BY JOYCE GRIGONIS / 7 3 n / /oz i Ci EXISTING .:: :..::_PP:OP05�D::;. :.:: :.::: EXISTING A IO G / bo PATIO .::::.....:::.: BRICK & CONC. / :.,:. STEPS/ oaf✓ b17.9 15, / S�10c; ... (0• En o � God°•�� 8 CHIMNEY a BRICK & CONC. m i-r' STOOP & STEP 30.0' i" P 1.2' no v+o w Z $6 o � 2 STORY FRAME "OUSE 16.2' WOOD I PA110 o ry 1 g 1 GATE w 2.4'E. N wooD 16 .9' DECK I 10.3' N WOOD y� 15.2' STEPS Ty! v CONC. I o CONC. 13.6' CR O SLATE fN+� Unw a� v0 I to Zx I c 0 �IA LP U F r Ln I Tr 173'08' PREPARED IN ACCORDANCE WITH THE MINIMUM WELL LAMP STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 50.00' LAMP GATE POST BY THE L.I.A.L.S. AND APPROVED AND ADOPTED » ,/—POST FENCE FOR SUCH USE BY THE NEW YORK STATE LAND FOUND CONC. ° �!I 12.0'S. 2.7•W TITLE ASSOCI�ATIIO"iJ.r--��+-• MON. 04 S 84 44,20 ATE POST do RAIL FENCE WOOD MAILBOX GATE WALK FENCE EDGE OF PAVEMENT , 3 VIEAVENUv 1 N.Y.S. Lic. No.SOUND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Riverhead, New York 11901-0965 29-142C LONG ISLAND SOUND SURVEY OF PROPERTY SITUATE SOUTHOLD N 87'59'14" E 8363' S 77.06, TOWN OF SOUTHOLD 13 SUFFOLK COUNTY, NEW YORK R K TIE UNE ALONG MMFM PHIGH NATER—1 ON JUNE 2],2009--.,_ _ 54'23' S.C. TAX No. 1000-135-01-06 SCALE 1"=20' WOOD TIE __ ME, v0p°eUK EaD JUNE 23, 2009 WALL S°� WOOD DECK MARCH 12, 2019 ADD PROPOSED POOL T% p. OTTOM OF BLUR' • O. &W°°IANO S l / 0- / k AREA = 29,563 sq. ft. TOP OF scuff / (TO TIE LINE) 0.679 CIC. roUND coNc. � NON.0.3 3.g, Cm10 I mA m` AI 0 DISAPPROVAL Ea5-nHG PAMP" AND PROPOSED OOL G z [7\ P XBY JOYCE ORD E I bx EK6TINc '.:%%::;PROPOSF,D`:..-:. PAno :.PO..... - O a pABO BRICK h OONj/ y T op 17.9' ?1. :::.PATIO.:�'•,: dip' ge . y;. C1eNNEY � Pa BRICK k CONC. A: R vBV f S10op STEP 30.0' S g8 g 2 STORY FRAME HOUSE tet %m WOOD CAM pATID lB.j WOOD 2.001DECK 10.3' mg, .000 15.2' STEPS I GONG. N C FANG. 138' SUTE I I� LO z I s I uQ _ 14- I � I x I 173.08' PREPARED IN ACCORDANCE THE N STANDARDS FOR TITLE SURVEYSEYS AS ESTABUSTABUSMEO WELL PANT BY THE 50.00' �� POST L1 LS.AND APPROVED AND ADOPTED POST TRIS LANA W / CE FOR SUCH USE BY THE NEW YORK STATE LAND FOUND GONW. J G. S 84*44'20 •• $ 12.0'5.VW ASSOCIATION. MON.O.eTE POST k RAL FENCE WOOD �MMLBOK GALE WALK FENCE EDGE OF PAVEMENT SAO'S.1.B'W. �UN� VIEW AVENUE SN.Y.S. Lic. No. 50467 TO THIS SURVEY ALTERATION TI ADDITION SE THIS SURVEY IS A NOTATION OF SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin ��� EDUCATION PAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Sumo -Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND YsTO THE ASSIGNEES OF THE LENDPIG INSTI- TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O.Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport,New York 11947 Riverhead,New York 119D1-0965 29-142C r m General Notes t qP \1 WITHALL CODES F a General sides and ends.The over excavation at the pool bottom is minimum 4 2.Electrical and plumbing installation comply with the respectiveN EW YORK STATE & TOW IU DES j The 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. e r construction shop formed over a mold.The material is fiberglass 3-inch-thick(76mm)bedding sand or la"clean gravel matching the 3.That all pools are installed in accordance with manufacturer's AS REQUIRED AND COND ITI w reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick pool or spa profile. recommendations. / 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,lnc.176. CO SOUTHOLfl TOWN ZBA Q wsurface 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 Poo AR > 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.lnterstate 20 East,Midland,Texas;and S N 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;Califomia;Viking- accordance Ipas comply.viith 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 an SOUTHOLD TO RU S S� 015!2018 International Building CodeO(IB and water level are approximately the.same throughout this procedure. manufactured under a quality control program with inspections by 0 1 20 International Residential Code(IRC p q After completion of the backfill and plumbing,the decking is placed. Columbia Research&Testing Corporation(AAA 527). N�j S, © �C Decks are prepared as indicated in Figures 1 through 4:. -- Z V i 1997 "onn Building Code(UBC) P - BOCA®N ' nal Building Code/200 NBC) 1.Cantilevered concrete decks are constructed as noted in Figure 1 in �g i 20181ntemati I Plumbing Cod (IPC) all cases. VED AS NO @ ED � ` 2012/2015 IAPM niform Plu ing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted APER d O 2012 ANSI/APSP/IC 5 Re ential Inground Swimming Pools Figure 2 in all cases. 2014 ANSI/APSP/ICC 3 anenUy Installed Residential Spas 3.Raised bond beams are constructed as noted in Figure 3 in all DATE B.P.# m 0 and Swim Spas cases. ,.\ c 2013 ANSVAPSP/IC - Sucti entrapment Avoidance 4_Aboveground installations are constructed as noted in Figure 4 in all FEE' B L" p 2011 ANSVAPSP cases. TI Y BUILDING DEPARTMENT AT Barriers are re wired where Is are on remises of UBC Grou R, � .20181ntematio I Swimming Pool an Spa Code- q. P°O P ? I:_T.�!�" S T O R lt�f ^JA T E R R'U i�O FOR THE _... U (ISPSC-ICC Division 3,Occupancies or IBC Group R Occupancies.The barriers _ 5-1802 .8 AM .TO 4 P(M - - -- - - - -- must comply withAppendizChapter4,Dniision1,oftheUBCor F :'v!�AF'�T TO CHAPTER 236 FOLLOWING INSPECTIONS: -- 2007 ANS SME=A192.19:8 - - - 2014/2 National Electric Code(NEC). Section 3109.4 of the IBC OF TFir E !_ i'�:��<< CODE, 1. FOUNDATION -_.TWO REQUIRED 201 nifonn Swimming Pool,Spa,Hot tub Code MO) FOR POURED CONCRETE (� Expansive soils: The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following 2. ROUGH FRAMING & PLUMBING ^ 1 and Table 4.The units comply with ANSUNSPI-5,specified in additional installation details must be followed subject to code official's Section AG103.1 of the IRC,-and.IA�PMO IGC-2000' specified in:the approval: e e� •3. NSALAT�0�STRUCTION•,MUST I °��`� �®��►�TEL.Y 4. FIN ^ 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 BE COMPLETE FOR C.O.. rr N M .�.. V.♦ ENCLOSE POOL TO CODE " - to-19=1f2 inches(49 5mm)above ground These pools-and-spas-may-.--'minimum-depth of 12 inches(305 mm)beneaththe pool bottom-and co M `�' be laced with or without concrete or wood decking.Unless elevated minimum 6 inches(152 mm)behind the pool walls. UPON COMPLETION ALL CONSTRUCTION SHALL MEET THE + w � rn ^ portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by CO step 1 must be removed until BEFORE"WATER",.' REQUIREMENTS' OF THE CODES OF'NEW V Cn t � ^ 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 upper6 YORK.STATE. NOT RESPO�!SIBLE FOR W o o. �• that is compatible with the laminate. inches(152 mm)of.all horizontal excavation surfaces must be scarified � v DESIGN OR CONSTRUCTION ERRORS. - M x All plumbing must comply with the IPC or UPC.ElectriLL cal work must and compacted with mechanical equipment.The compacted surfaces O tL X LL m comply with the code in effect at the construction site.The pool and and.the excavated.waif surfaces must be maintained in a moist. E ` I°`„° o Z P) co 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. ^4: tl 6 t a L a c°4n. a the following statement,must be attached to.the pumping equipment: The term compaction implies any method necessary to consolidate the rs � ���e1 ��L z 6� 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. a m o`Oo aO The pool shell maybe damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled 6anches-((59 m __ f'; -- r O o o v luwth�skimrner Wherrappreciabfe cirav rc}owrt is-noticed-oi if it granular import raateraat to appro�dmatet --m) - Reviewed b : O Q -cvr - becomes necessary to drain the pool or spa,contact Viking Pools or its below the bottom of the pool or spa,wetted and compacted. t C t' ov } dealers for instructions. 4. The remaining 6 inches(152 mm)must be backfilled beneath QCGU A ) a Columbia Research&Testing lr Z 0 m ui = A permanent-label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted clean 10140 Starr Road,P.O.Box 933 O -C o o indicating the Viking Pools dealers name,address and telephone granular import material.The pool or spa must be filled with water as Windsor,CA 95492 o CU a a J number. backfilling progresses to a level equivalent to that of the backfill.The Phone/Fax 7071195-0420 � m _ X Q ll. backfill must be placed in compacted layers of approximately 6 inches IAS and ICCIES Approved Testing Laboratory Q � J F- U Installation Procedure (152 mm)while a uniform height of backfill is maintained around the ?� Uj- Viking pools and spas may be installed without a soil investigation by a pool or spa. Seal: cu cc registered design professional(RDP),subject to the building official's 5. Positive surface drainage away from the perimeter of.the poolit ® > 'J �+ approval,provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly co - the site: expansive soils.Surface area drains and surface drainage swales or Va �T� POOLS ly W s= � 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation l� U cu � � pool or spa excavation. of the soil around the perimeter and vicinity of the pool to prevent THE STANDARD of FIBERGLASS :�, O�11EE 2.The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. the pool or spa. Table of Contents 3.The existence of any soil types with an angle of repose that will not Identification: a9( ¢ _� `G� Nofes support the walls of the excavation at desired slopes. .- Viking pools and spas are identified by the following information 'Expanshe Soils _;;` 4.Danger to adjacent structures posed by the proposed pool or spa imprinted on the top step of the pool or spa:manufacturer's name Page,2 t _ m location. (Viking Pools)and address,pool or spa model designation,a coded page$ Figures 1-4 ,r• LL 5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number ESR-2014. 2 `L I.- P ( ) ' ooEiM_o"iiels, d'F � O Cv� Page confine sand or rrz"clean gravel bedding. The units also bear the label of the quality control agency,Columbia R` Page.5 Pool Models,Continued _ Research&-Testing Corporation(AA-527). �Q 7v; N> Nydra7oneiModels c9 If any of the conditions above is encountered,excavation must cease Page 6. Spa Models Z immediately.The specified conditions at the site must then be reviewed Findings: That the fiberglass one piece swimming pools and spas are Page7r _,einaiveReci _uta#ionn 5 s ems a and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 .n� - - y ° a 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 poollspa installation comply with this report Length,w dth and depth may vary up to 3%-all Of ELEME the pool.The over excavation is minimum 6 inches 152mm on the and the manufacturers instructions. dimensions IP�1� (TION REQUIRED ( ) dfrom eParallelrnesoutsideedgeofcoping,measured Z m ` ILL r� N aD r r- r TABLE 1- POOLS a u, j ••• ODE SIZE, DEPTHS GALLOQUARE ••• TABLE 3- SPAS WIDTH • DEEP v Acapulco AC " 15 x 39 3'=6';6: 16700 500 4 Type • ' • • •' '' 0 •. =sr ,- rns::a_,�.,4a:=.,- _ --ers•.a:r•e.,.,- h. ..�w,:�M;;�_»v-:, :<q.::{ghA. •,, x: :,�.n> �Mr r"` '��'�,,:`"-k...•,.: - _ ,.3� ARUM 11,x:22: n , ��_• °6 5 r ,, 200 > X77 w{ -5 TAY . • . •• s3= R},......,....��?a:x..._:s _ s _ > Baja SFF 11'-10"x 25' 3'-8",5'76" 9000 229 " 5 Type,0 Mystic. M =171 `3'-4» 550 64 6 - - : -- N,.v-. �-tet _ . (n ,•'-� ���f�ro���� SS".: "�.�....:�ca��_.i.. W 4 >: - ..k .,til -s. 5"g' J5 T_,eA.. 4 stip 'r tone M 1N _ 3 ' Ba�celona� - Bi4R�,.. =�-i6=x38 ••-z_,F= -_;3'6-�x.7�°:�.�":����.�-,�.���•�18500; �'�_ �;�;�;,�;�..YP��: �Y.� P_1___.���- _ Bermuda AL 12'x 26' 3'-6',5'=6". 7000 226 5 Type,0 Placid _ BOS 8'=4'x8'=4 3' 475" � 45 6 -- - n-=��=, -..i ••:��;,~ 7..� �,�,.., -,.�` �''.-:�: - - ...4�5 .-� 45 .ice Z - =•=�,=< -.�. _ �.���;�- - - F;�-• _ - _ - 9=._ �.,s` •� " ._tip- - - t =•==x, �,_,. - t� -�• �== �`-0-• - P�al=S iI over _�_. 4� �?'�. � �"�... �• Caiiib:[idge,„�-� f-N�ty`��yt�"-,�•6�'�<.-�.r-,.W,�,> ..s�=;.6:ri ..�`��Yt:_.u<s�:- ��_ _+�r�s�-;�__.. sa.;��:=''a:-.Yp �r�, - . Cancun CC 16'x 35' 3'-6",6'-6" 14000 397 4 Type 0 Regal `r RG". 8'x 10' 3'4" 600 52 6 --=s'k--->:ri rs�4-er,-.�_�-- - ,�,-.-sz:t:.>=.e �is�,.;-.s.<1..,Yj �;.•.� - - .„'C[�:•c._, " _, -.mac ..�+« �� . •,�rr�r.. <.€. �-xx- -,:,�, s^:_ Re a1:S f s -ay-'-•��-� 'z,.�.a .,�._�a..�.�: ��� 6� �� — .�-��'_^� �. - �,,�,.�, ,::�;�: - .� _�;�:, .::11500�.;•...�X381--.�::._ -�5 �;. g.�_a!�law_. CancunDet_u_Xe.'GCXsu;k -=:16x35. .:"1�,:: _�4m36 6, r .._�_a : :3:,_ «t..s.__-. _1� .._ -Y.P. r_ u.. .600 63 6 - Royal : Ry. 8'x10' 3'.e}' Caribbean MR 16'x 40' 3'-6"-a-6" 17000 468 �4 T e 0 ° acs. :za;.. ..�j�..,zr - allover LIM I' ___ ��w... �:•�. 00 r�`;~<�`34S � �`�.'� eiO.,fi- �armel_w�;<�,�,-.<.�-FF�ts_.:..�:.'1-3�'i8'jS�O',<_r:�-x �<"3��,.:.6i.���?-.• MR— ZERO •-J-- - - ��:�._�.__TYp,�.,_�� �"- , "" Shasta � LRSL�. 7'z7' 3' 420 31 6 Chesapeake CP 12'x31' 3'-7";5' 10500 X292 5k : - � ; .1 _ ':g ": �2A _ _- P - • r t LRSS�:k.•_ t ,E - ', 4. _.�... :. x.. s : x. . :. z: .Clarerpontr.��_V���-�• �14� 33���,E,..,:;•.:�-wax=�s 3��.,,s.�. ti�=. _�.. .3'. 700 73_ __,,,_ Superior CS " 8'�x1r-5' "6 Clearwater SP 10'-11"x20' 3'-5",5' 3600 165 5 � � y "Su enar<5 rllover E S x � 1 :�;INII ��;�r7 ���� g',,,-.,`, =`.S"'" <..a�n_ ,s3i<�,:, _ _ » _- . •-41Q -�.,.�•�,«�-S .��. ._.. . _.s,�',- hoLOS- 7'-6'-x7'-b"... ._ 3-_jr-' '--- " , » x � - � _ ;-; ;- ' ;. - _. 4= > 450 X4Delray B" 11-10'x25-5 4-6 � � 3' <'��: -� �-�� ����'"'8100 264 5 . ��"-QeT-:�jertQSSiht ]�� 6 �- =4 a='L�t.r200 50 6.�� Hermosa VFTL Fi i FJI 15'x 34' 3'-6,6' 12000 375 4 seinic�Fc"_ s; �'•r y 4__ °r 92 V �,ai`��>ir� '-f�'7i �:�`�`�`-y .» .l.::aii�^�. "X':i`a'�.=#:,�'n:wtw:51. �y;,_�s.•�-�•_-. _ ". Free.ort"<>�,`;��l"P�=A=:y 12'�>25.r3<��,�•r:,�y •3`73��' �;5: . �: <a' 6000 r fir--,213 -�3 TYPe���.�: Gulf Coast GC 15'10"x 39'-7" 3'-5%T-11" 19600 506 4 Type I :r..�,,......-.z. ,'t'g x:?-as:-..,..,:.e:i^': ..c.,._xrr<,. a; ,."<�.. r.,ny.c4 __ �•'Y•,"`�'x: `i:z?5�„v s:.c ':cS �7x may, -. _ .. .. _•: � �-�+�.-•. _ _r+.-. ., iy;;, - �_ ,..rr n� .... .1:.-'.���-�,.s:.�v�' "'mss:. .�G7.�;�.-.�,_4 ._ . rYPeQ Island Breeze 11 BN 16'x 40' 3'-6", N .- -- 8' 22000 585 4 Type"1 o, o' -• :a4 - -_ -::-::xx.;x^• n7='%. 'r.,i-=moi'=-.,�.` "_ii%.:i",�,;:'a;.�,,y 7___!: ct3;:eaKsi-y. :....r -. gss•;^"E s 'r`T __ _ �,J- 65 co, - A" co rte' 9amaica�:��•r-`�c;CD'= ='- 9��''IO�:x:39�9 -_ •3:;��.��5���� .�r�;�r�. _ - _ Key West BFF 12 x 25-7' 3- ,6 9000 230 5 Type 0 x -9z,, r 7i f>e =fin �/� ao' ::�-+ti..;r:� t<..L,.::�.F -x hu;" , :o-i:;."'n.. ,.. ".=.:c: E+r 'L-s?"-' 3.: 'tfi #,t•,".,s+:a • a:"^ti V J p M (h Mme., _ A'=��; V76, :��, - >�,:� ,;�:1700 ....5...,.. . -�- TYP...�.�tir � u� .�),'<_,.x��e::�; .___-.,v..�.._<�-r�.�:��_,,.,....,,v_�..-,_ .,� - '. •� Laguna LG 14'x30' 3'-6",a 10000 310 5 Type"0 . TABLE 4- 'POOLS- o a) x ecc•.�x"ar.;•.- - �=,:ixaw-„z -�_vte v:ss=i"=v _vsxrs :: ;off . . _ - co IJ_ N z:.FsL?cr,:"v. "»'�.,:^ ._ ':y';'i� i:t;`'fw j.s.' .,y ..:.�•_ix.�±45+-•v•k.2:R-, »`-ive4 O � ul rn Lagijna�Deluxe.�;:LGXxt��::�:14-x3U'-�����•.���4 4,;.t.:,,„r~>.�<.�,.,'�.�Sf.,�T POOL. •• . • SQUARE O un. Lake Shore CD 16'x 33' T-7" 5'-5" x15000 480 4 Type 0WIDTH 5LENGTH SHALLOW,DEEP APPROX. FEET NUM .... o rn- .�.r: - - "=��� .x'7:520= 3 .�< -�.� .,,,,.. ._ti�;t�< �<.,r. <3-M6. 6'> :otw-„.i�`�.: ,z�1-.��.....:.- x��'>. ,, � s„-- .. � - �' -•a�6co � _ ,.ra« ..z#_. <.,.,..ts Malibu CRUD r 12'x 26' 3'x 4'-7 4400 209 5 Type O^ X 'V1/�GDXL 6F rls 4 f.3 J'¢ . w. � ti -:• .; HZE WGE 8'-6"x 18' 5' _3600 127 6 — L o " � c+� - _::`:•3,n= _ - .:.:�- ,= �)>; �;: 5'. .'a,tii:`-ice” r`r::L,. - ' ,n;=,"'- z:=;:3a::,,. - . . N 1 j°'; •s"3tT. "ii"- ,s.`".'-S"' r,,;. . 1: rt<t.`;:r4__.¢.., :s .,q, <.+ ::_�, >z..:: a °a :v. 00 X1033. %n5.WON r, 23_ �� e A .: r _: ,. .-_.,_ .. _ co co Mediterranean BP 15'-8"x 38' 3'-7",5'-11" 17000 512 4 Type 0 > a) r as . __ -_ '^�.s'_�i^�<�?=' ,Y;._ "•-i:�', - -a.., ";f:�r:'; ,'. `"t..#.<- :.3'-^✓'. :''i�; r^ab-'S:: -s- t"•:. - O C O - ;..- ^"zr,i,,�t.`•,,s -�?w.. j'<`c<.._v, c-z 1;t'~ s... .aY•;(,; 5`'r;y:2L05' 2450 Monaco j AT 16'x 40'- 3'-8",8' 21000 585 - 4 Type I =O cis a S` 1, - 11. i - 88:. - - �1240i1 -p s��r Ocean Breeze OB 16'x40 3'-6",5'-8" 18900 585 4 Type 0 ca ~ co .t:xY- _ys- �:.5. - .,,.• t-'�!;_-' - c_ ,s. t.r'-'>::'-: ,-.•.."~�,:' 7%max:?yrs;; .''r';:>- - J E - ::526 - r5 � E = `u19300. :z,= ,..__ Y.P....:..< T .�2 I- Olympia FR16 16'x 35' 3'-6",6'-6" 15250 510 _j _ z:^ .:�..,. _ . �' 4=rpe;o���r TABLE 2- POOLS co W = � • PFanama.l��..,�..Bl:",:;:-.;,.;��'12:vx:(35'=<c39;) .�:a>�4.�;;&,.�,,4,.6;.;�.,..,,�;>i•� .Var�esa���,.U��ies, 3;.; - Panama II BL 12'x(35'-45') 4'-6",4'-6" Varies Varies 5Type 0 =• -• • CODESI '- COPES C) /� Rockport RP 14'x"30' 3'-7",5'-11" 12800 314 4 Type 0 AL ST F NEW co r'�•a �,'s i;- ^Y::",E6:'r a"'ir^`..e. ...,,...F.r, -=f d+:�sS':vrSPMvi•.a-'.mow, .i'- _e..,-,.xr.�.-. _.,..._.,,,,-r. .moi,:: .�>e:- •"- - - - - '. ,. u.F.. .,,_:-1,.: J�-)/, _'�`,.•:',.Y,.,t ),,Lt,,:" - LK�r c.5`�,�i�n� �_ '�`�.-:�=- 3=:6h.,,6.--6< --:12500 - :x'325'-- <�i,=-;-___ .YP.,__.. �• 'P 14 x30'r�= - - - - _ --- - - - - - MTK Cm- Sea Breeze K 14!-8!'x 33'-9" 3'-5",8'-2" 16060 378 y 4 Type 0 �� S s� _ BBS T w rSi'C¢: Q ,212 -5 T" � r�.`� - 23'-1' ..r..• 3:_6>-5- :,;6000 _ - YP.___ � LL St.Thomas L 14'x 31'=6" 3'-7",7'y 13700 396 4 Type 0 == W - - - :�� _ �s•:�.' - -9300 - - :::552 _ .,,..4 e�0 }_ - X - T TN 14'x 30' 3'-7,5'-11" Triton - Page Z 13500 338 .4 Type 0 _ ��2500 ;:-:•moi., ..:.;.. - w Trgpicana;-< - MP-,:� g,. ._X-_.._. --^_:.F��i Valencia ST 14'-4"x 27'-7" 3'-7 ,5'<'10 110000 288 4 Type 0 5T,"e ;: � EEN'::.:,.16': .�,: .:::..`A�c. .i•\t:',' .. HT1':^. 07 " E m z m " o Length;width and depth may,varyup to 3% all FIG_1 dimensions are to outside edge of coping,measured from parallel lines. TYPICAL CANTILEVER CONCRETE DECK 6"X6"-W 1.4 X W1.4 WIRE OR vT MIN. REBAR No.3,ON 2'O_C. r 9" EACH WAY. > SLOPED 1/4"=1' 12" '• .'I . 6" 10" ~O II_iI�L�I�r�r 10" I r 1/4"GALVANIZED FOR CLAY , r CHAIN (ADOBE) I 3"THICK COMPACTED SOIL ONLY. FIG.2 . . SAND(TYPICAL) CONCRETE DECK - 4"MIN.THICK COMPACTED GRAVEL FOR CLAYWITH BRICKORSTONE C (ADOBE)SOIL ONLY. BRICK OR NATURAL STONE DECK 6'�C6"-W1.4 X W7.4 SAND OR 112"CLEAN GRAVEL WIRE MESH OR FIBERGLASS 3 MIN. EACH WAY:REBAR NO.3,ON 2 O.C. \ _ POOL SHELL SLO ED.1/4"=1' 12" CD F FOR CLAY. rn a co _ 1/4"GALVANZED u CO NN 10: �L ONLY 6 CO ob_. - —-- ----�---— 3"THICK COMPACTED `^ `, U) a0Lo ti SAND(TYPICAL) _ W 4"MIN.THICK COMPACTED U) �'o cc"". °°- to GRAVEL FOR CLAY FIG..3 (ADOBE)SOIL�ONLY. 0 "a 2 m ti TYPICAL BOND.BEAM SAND OR 10 CLEAN GRAVEL O n co d �- '� rn FIBERGLASS L "� o M CONSTRUCTION --I 6' I— � � co " POOL SHELL Z cp m co BRICK,FILLED BLOCK 3'MIN. > �' ; o ^ w, v ^ OR.P-OURED-CONCR " _ " 0 0 BACKFILLED DIRT y _— CL a v z c m, \ S\ • O O C•O X : REBAR NO:4,ON 2'O_C_ s= a d d MAXIMUM 8" EACH WAY_ m p °X r, 2'4n e I_ • I� `V J .� U to M/0\\ FIG.4as a c: C t V X ••• X�--X 10" TYPICAL ABOVE GROUND INSTALLATION `a a) -� 12" : _ d�• _••• V = II—II I a--+ I r 3"THICK COMPACTED 1 NEIV y� 1' II SAND(TYPICAL) T� r 4"MIN.H CK COMPACTED MAXIMUM Ems' _ GRAVEL FOR CLAY 191/2" OPTIONAL �. ADOBE SOIL ONLY. MOUND DIRT WOOD DECK (ADOBE) / '- / AROUND POOLLL X i SAND*OR 1/2"CLEAN GRAVEL ` /\/\— APPROX 6" in �. age MIMII=1IMIMEIIr `'C• _hn= a FIBERGLASS w '� 6" POOL SHELL I I-i I SOA O• a E 6 of 7 E Z T LL 0 IL 44' 39'-7" 0 40' co rc: `° N to v Cl) 3'6" 0 . OCEAN BREEZE-OB POSEIDON-P'S Z .. GULF COAST-.GC Monaco-AT 18,900 gal_approx 17;500 gal-approx TRINIDAD-TND 19,600 gat.approx 21,000 Gal.Approx. 19,300 gal.approx. 38' 33'-8" . r Iri CD _ to 3'7" m ao V-5- CANCUN-CC '5" MEDITERRANEAN-BP CANCUN-CC EZE- - SEA BRE K ACAPULCO -AC ISLAND BREEZE 11-N 14,000 al.approx 16,700 gal:approx d- 22,000gal.approx 17,000 gal.'approx 9 PP 16,000 gal.approx . co N' - -1--j .. AVAILABI ET039'. .. r a :� . .VAI 34,8• �E _. M IN NGTH � Cr a° m 00 40' _ _ V 'µr'1 a. _ vi 0 0 4' LL-- .0 ' -E W.C' m.. 5... o co o .ti >.a Ch 00 E "' 3' I LAGUNA DELUXE-LGX PANAMA I-BL - o m. - -11I F SHORES--C MONTECO-MT- — a�pPre --Galronsvary --- — 5,000 gal.approx 12,400 gal.approx .� • d M M CL o q; CARIBBEAN-MR 0. 17,000 gal.approx } 20- 790 O Q � o ccin. wcn 30' M �.� a IL Q J w 30 31'6" 30' 1, XU I ca J I-- (0 (U -1 L I W _ 3a" 3a" ROCKPORT-RP `'~ SANTA BARBARA-RS ST.THOMAS-L TRITON-TN 12,800 gal.approx NEW 13,500 gal_approx. >J J Cu 12,500 gal.approx 13,700 gal.approx Y0, 1 sa 02 �p 34' 2T-7" Page z _ I — _ w o T s•:s- SS�O s•-�o- co T-6- '� of 7 3'-7" VALENCIA-ST KINGSTON-AP m FIJI-FJI LAKE SHORE-CD 10,000rox al.a E 12,000 gal.approx 15,000 gal.approx. 9 PP 17,500 Gal.Approx z m LL Cb 0 2V-5... 31' 25-1• 26 r o ' CIA 04 I 37=8" w. u? `D F-. 'i k BERMUDA-AL KEY WEST BFF BAJA--SFF' o s afro Z .: . CHESAPEAKE-CP FREEPORT-FP 7,000 gal.approx 8 000 gal.approx 9,000 gal.approx .10,500 gal.approx 6,000 gal.approx m 86' — 23'11• 30 26' 191-9° . ' ' I mcc :o - ' 1— m o 3 6 n. 3�; JAMAIGA'--LD " '00ST.LUCIA-CM TROPICANA.-M l�� L FF ' 3,750 gal-approx.." m 2 0 0 gal.approx TROPI- A. P 16='m—`.: 6,000 al.a rox 2,500 gai.approx s Pp MALIBU-CRUD CAMBRIDGE:-LN U al Approx _ ' 00 gal:approx 4;400 6 1 B;D mEo �� .. :- - N 30' zi': N. �. _ ... - - _ _ _._. .._.... .. _ �" ♦ � � � adU. o.' �.. Cl) I. �. 1C6m ii LwLx 10 MAUI_MTK Aruba--ARU Barcelona'-BAR CLAREMONT-V L o CLEARWATER-SPLAGUNA-LG 2;300'g'al.approx 5,200 Gal_Approx 18,500 gal.approx 11,700 Gal.Approx . 3,600 gal.approx z 10,000 gal.approx 3'-5" Q a v c) co o AVAILABLE TO 45' IN LENGTH 35, f— 35' Z 26 o Qc o a-C: = � rL p Cc C3 I JX LJ . ca HU J CO L c� �.CU 3'6' 3'-6' S 8" 1-� 4' MILAN-CTL > crs cn >+ 6'-6" T- 3� 4'-3" 2,450 gal.approx W C = Q PANAMA 11-.BL --1 6-6" �� V -�, N Gallons Vary OLYMPIA-FR16 EMPRESS-FR12 15,250 gal.approx 7,600 gal.approx +J (� CANCUN DELUXE-CCX — 11,500 gal.approx. NE l{r U 42, 40'2" 34' X30' —I , j EZD FR Y�'Q LL 16' I �- {,, z; W Page t- � I I L ZJ, __ � • L —r W o 3' 7 ' r _J 0 I 3'-10' �o Majesty-FR14 Of 7 11,200 gal.approx mE Oceania-BHGI Venice-TGEN Coronado-BHBI H C, wo CO 19,300 Gal.Approx 16,000 gal.approx 13,000 Gal.Approx m mw LL - a 10' .10' T-6" A I - T . m. 9 � Nd w ao co U) � co co . m W. I' O TAHOE-.LOS SHASTA=LRS MYSTIC-M Z PLACID_BOS REAL-RG SUPERIOR='CS -m ROYAL-RY 450 Gal. rox 420 Gal.A pox 550 Gal.Approx W m 475 Gal.Approx 600 Gal.Approic APF 706Gal.Approx P 0 E 600 Gal.Approx o n T 10' .90 coi �n 10' �V' ®r_ 12zoco 0 OF 2'�n • ` _ - - ' _ ROYAL SPILLWAY=RSW ..REGAL SPILLWAY-RGSW TAHO�.SPILLWAY:LOSSW . $GPERIOR SPILLWAY CSSVV SHASTA SPILLWAY .LRSSW MYSIC SPILLWAY .MSW d' PLACID SPILLWAY BOSSW 2Gal.. - pp v 475`Ga1:7Cpprox. 600 Gal:Approx 600 09.�App�d)L 450'Gal Approx0 � N - - • - ' 700,Gal;Approx 4 0 Approx ' 550 Gal A roic:" 6 a' _ v O N •co co OD C.,'.. �. M X S .XN.. O N co X , LL 6'-10n / O C E' o rn M 0` m O O ^.. OD ` v SEMI CIRCLE TANNING LEDGE -TSCT 10-jHERMOSA-VFTL O / z o c 400 Gal.Approx 200 Gal.Approx O Q d d d C1 .2 c ~ U CO � � co = E t J � sg N — .0 W ca Q U N 18 �O NEW k CD L CID 02, Page r �)k1 POOL-HZE POOL-HZDXS �F �0 O w 3,600 gal.approx. 2,800 gal.approx BAR �� �O �F�ssr d � (mr--/- v I m of 7 E z LL Y m o , LL _ o SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS a DEBRIS REMOVAL SYSTEM - > ., SUCTION OUTLETS W SERIES _ -90'ELBOWS _ LOW HI - VENT COVER MAY BE GUTTER D (OPTIONAL)DEBRIS CONTAINMENT CANISTER . Z WrillATERLINE - \\�/ �\ TO PUMP ANTI-VO ' tY"0 VENT IJNE (S 1CTION OUTLET) (SUCTIOND DRAINOOUTLET) 20 OR LARGER V• HI_ - `� LOVY. .CIRCULATIONILINE -' 26 46 A - HI FILTER . . . - ATMOSPHERIC VENTPIPE LENGTH _ - MINIMUM=16'MAXIMUM=30' '00REQUALTO 24'MAX � � � � .' CIRCULATION LINE - . OVTTO OPTIONAL WATER FEATURE(S)OR SPA Do GENERALNOTES STANDARD NOTES- - .. - .= 0.ti -- - - "- - ' 1.THE DEBRIS REMOVACSYSTEM IS TO BE IN, &LED INA -QRJ:)A WR,HDR©IM MANUFACTURERS RECOMMENDATIONS-:.... .. ..... ._ ._.. - -.. .- -.. ..- _' .- .... ..._ .. _ - CO 1:USE YSCHE•DULE40PIPE - �p(jI�TUSE9D"DEOREL00W56NSUCf10N..S�.... ..."'� - - _ 2CONTRACTORTOINSTALLVACUUNIRETJEFBACKUPSYSTEMINACCORDANCEWITH2O16CAUFORNIABUIIDINGCODE '. - a�CKVALVESMAYgENMDEDffEau1PhEMIS - T.IOWi �-.`■ "DO r r�.. LEGEND .. 3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING,NSFAPPROVALUNLESS OTHERWISE NOTED - -.MORF`7}U1Na)j•A801TEwATERLIN6 - )� FBEROPTICUGHi t'1 .V. ._\.V) DO O N ^ - 4.THE'FLOORDRAIN MEETS,THEREQUIREMENT'S"QFANSUASME-,A11219.8-2007ANDDRAINCOVERSMEELTHE. - - _ - - - :-� ^' D0 ,iIKErPVALVESWfMlkS'OFTHEFLIWANDfORFlLTER- - - -- - - - REQUIREMEN`TSOFANSVAS6AEA112t9:8-204.7 FOR -7 - _ - - _ WD Si(V�M76t_ 0�' S'MAIN �. N .`DYO' " _ - - AVOIDANCE - .._ ..-. ... - _ - - - _ - VJ O .C'3 S.THIS DRAWINGWRLS,UPPLEMENTCONTRACTOR'SSpECIFlCATIONDRAWINGONFILEFORMETHODSAND. _ - DO 3-WAYVALVE s-' -'1 U3 •• . - MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON _ - >\ RETURN '- .O (0 - FILE WITH THE BUILDING DEPARTMENT. - - - - - Jj x PLUMBING -O �. c (1 c -((aa LL . - 6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING'POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. - -' _ - _ DO d•- LL LL.Q>,_- 7.THE MAXIMUM VACUUM WRHONE SUMP PLUGGEDAND TORELEASE ABODY-ENTRgpMENTONTHEDTHERSUMPWRLNOT EXCEED 4-S INCHES - �'- �'� �� SPILLOVER � �. E' 0 W,�M _� �, OF MERCURY IN3SECONDS - I ( JJJlll 'O (p CO . S.MAXIMUM SUCTION PIPE VELOCITY SpC(6)FPS OR59GPM - •7 4 O T. cb 9.AN APPROVED VACUUM-RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM[SAN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. _ L m CO n CD C .. Ln O O r �: co � �- SU GGESTED DETAIL - - - m Z O ' VENT COVER MAY BE GUTTER- C L DRAIN SUCH AS HAYWARD Q (� a a J (COVER MUST COMPLY WTTH MODELSP-1019 - !}rte - - X r�,LL ANSI/ASME A112199M) SUCTION OUTLET - Reviewed by. `V ~ U m J �? mca (MAIN DRAIN) 2-90'ELBOWS 3 •� (n E,m �� i - — C) U /35�� z•T MUM DISTANCE 12•MIN ` Q m SUCTION OUTLET`Z 16 \/ 0 CON EN CTITo ON=1' FINISHED GRADE U N m m (MAIN DRAIN) 2'0 \\ \\ Seal: V . E v ALL SUCTION 1Yi'0 VENT LIN / - PIPING 2-0 /T� -o p ALL VENT 2.0 O Vj PIPING A- .g7 dS�Aa ��pG IL m E 0 .0 NOTES: A. ALTERNATIVE SUCTION OUTLETS SYSTEM '7 ti ;,'<tx Page MAY INCLUDE t ON THE BOTTOM AND ONE ON OPTIONALATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON { �� -t. C7 VENTTO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS '' z WILL NOT BE BLOCKED BY DEBRIS. _ ` , -•,� •� LU INSECT INFESTATION OR N d MICROBIOLOGICAL CONTAMINATION -. O �A D_ DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM K,s 'r0tti- -I C f TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE 1 E m ' z m Li r ' ' NOTES: 1. DIVING BOARD TO CONFORM WITH ANSI/APSP/ICC-5 SEC 6 2. NO SOIL DISCHARGE PERMITTED WITHIN 4 FEET OF EXCAVATION 3. POOL MUST BE SURROUNDED BY A CONTINUOUS BARRIER CONSTRUCTED IAW REQ.OF SEC 326.4.2.1-R326.4.2.6 OF THE NYS RESIDENTIAL CODE(2020)AND ALL SECTIONS OF THE SOUTHOLD CODE 4- WALLS MAY SERVE AS PART OF THE POOLBARRIER AS PER SEC 326.4.2.8 AND ALL WINDOWS HAVE A SELF LATCHING DEVICE 5. ACESS GATES SHALL COMPLY WITH SEC R326.5.2 OF THE NYS RESIDENTIAL CODE(2020)AND BE SELF CLOSING,SELF LATCHING AND BE SECURELY LOCKED WHEN POOL IS NOT IN USE OR SUPERVISED. ALLL GATES ARE TO OPEN AWAY FROM THE POOL AREA. 6. 'DURING CONSTRUCTION THE CONTRACTOR SHALL ERECT A TEMPORARY BARRIER AROUND THE EXCAVATION IAW CODE OF THE TOWN:OF SOUTHOLD. 7. POOL MUST BE EQUIPED WITH AN APPROVED POOL ALARM CAPABLE OF DETECTING ENTRY INTO THE WATER AND SOUNDING AN AUDIBLE ALARM WHEN-DETECTED THAT IS AUDIBLE AT THE POOLSIDE AND INSIDE THE - DWELLING.THE ALARM MUST BE INSTALLED,MAINTAINED AND USED IN ACCORDANCE WITH TEH MAUFACTURERS INSTRUCTIONS.THE ALARM MUST MEET ASTM F2208"STANDARD SPECIFICATION FOR POOL ALARMS".THE DEVICE MUST OPERATE INDEPENDENT(NOT ATTACHED TO OR DEPENDENT ON)OF PERSONS. 8_ POOL SUCTION FITTINGS(EXCEPT FOR SURFACE SKIIMERS)MUST BE PROVIDED WITH A COVER THAT CONFORMS TO ASME/ANSI Al 12.19.8M OR A MINIMUM 18'X23"DRAIN GRATE OR A CHANNEL DRAIN SYSTEM.POOL CIRCULATION SYSTEM MUST BE EQUIPTED WITH ATMOSPHERIC VACUUM RELEIF.SUCH VACUUM RELIEF SYSTEMS SHALL CONFORM WITH ASME Al 12.19.17 OR BE A GRAVITY SYSTEM APPROVED BY THE TOWN OF SOUTHOLD.POOL SALL BE PROVIDED WITH A MINIMUM OF 2 S.UCTION FITTINGS OF THE ABOVE MENTIONED TYPE.THE SUCTION FITTINGS SHALL BE SEPARATED BY A MINIMUM OF 3'AND MUST BE PIPED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP(OR PUMPS).VACUUM/PRESSURE CLEANING FITTINGS SHALL BE IN POSITION,MINIMUM OF 6"AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR BE AN ATTACHMENT TO THE SKIMMER/SKIMMERS. A REQUIRED POOL ATMOSPHERIC VACUUM RELEIF SYSTEM SHALL BE INSTALLED AS PER NYS RESIDENTIAL CODE R326.6,3(2020)AND IN ACCORDANCE TO TOW CODE 9. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 70(NEC),PRINCIPALLY ARTICLE 680 AND THE NYS RESIDENTIAL CODE SECTION 4102 THROUGH 4106.ALL ELECTRICAL DEVICES MUST BE APPROVED BY UNDERWRITERS LABORATORIES AND BE PROTECTED BY A GOUND FAULT.CURRENT INTERRUPER(GFCI).CURRENT CARRYING ELECTRICAL CONDUCTORS EXCEPT FOR THOSE PROVIDING POWER TO POOL LIGHTING AND POOL EQUIPMENT SHALL MEET THE SEPARATION REQUIREMENTS OF TABLE,E4203.5. ALL METAL ENCLOSURES,FENCES OR RAILINGS NEAR OR ADJACENT TO THE SWIMMING POOL THAT MAY BECOME ELECTRICALLY CHARGED DUE TO CONTACT WITH AN ELECTRICAL CIRCUIT SHALL BE EFFECTIVELY GROUNDED. 10. WATER SOURCE FILLING THE POOL SHALL BE EQUIPPPED WITH A BACKFLOW PROTECTION DEVICE IAW.NYS PLUMBING CODE 608. 11. .ALL PIPING IS DIAGRAMMATIC UNLESS OTHERWISE STATED. jj 12. WALKS,IF PROVIDED SHALL.BE NONSLIP AND SLOPE AWAY FROM THE POOL EDGE. - 13. A MEANS OF EGRESS FROM DEEP AND SHALLOW ENDS MUST BE PROVIDED IAW ANSI/NSPI-5 SECTION 6. 14. CONTRACTOR TO PLACE THE POOL IAW TOWN OF SOUTHOLD CODE SETBACKS. 15. ALL DRAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE SUBJECT PROPERTY. 16 THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN THE EXCAVATION.IF GROUND WATER EXISTS WITHIN 6'0"FROM GRADE, DEWATERING FACILITIES WILL BE REQUIRED. 17 A�L].L�G�AS AND � OI1L'WATER +�HEATERS �`(IF �INSTALLED)FOR THE IN-GROUND SWIMMING POOL SHALL ��BpE NATIONAL APPLIANCE ENERGY CONSERVATION ACT(NAECA)COMPLIANT. �POOL I�HEAT pE�RS�SHALL /B/E��.TESTED +�IAW. ANSI TCrJCJ-T'Sl\LTVHALTB�INTT/"{LI_EVI/"{Illf-IYPSlY11C�t IlV T QRLR�i7T LIFlI'iAl1A�I C1VILTfR CLVT�.AL-HEATERS 61 PILI=BE TCG�TCII IA\AI 111-726.T0e� GATEDO R�UARE)E TT-. ,.-.--.-..-,'.INS-1 AGGIVE'NTA -- CONTACT OF HOT SURFACES BY PERSONS.POOL HEATERS SHALL BE PROVIDED WITH TEMPERATURE AND PRESSURE-RELIEF VALVES.A BYPASS LINE SHALL BE INSTALLED FROM THE INLET-TO-OUTLET TO ADJUST WATER FLOW THROUGH THE HATER.POOL HEATERS SHALL BE PROVIDED WITH THE FOLLOWING ENERGY CONSERVATION MEASURES: 17.1 ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW SHUTTING OFF THE OPERATION OF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT. AT LEAST ONE THERMOSTAL MUST BE PROVIDED FOR EACH HEATING SYSTEM.HEATED SWIMMING POOLS SHALL BE EQUIPTED WITH A POOL COVER.(exempt FROM THIS ARE OUTDOOR POOLD)DERIVING 20%OF THE ENERGY FOR HEATING THE POOL FROM RENEWABLE SOURCES OVER AN OPERATING SEASON. 17.2 TIME CLOCKS SHALL BE INSTALLED SO THE PUMP CAN BE SET TO RUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS,AND CAN BE SET TO RUN THE MINIMUM TIME NECESSARY-TO MAINTAIN THE POOL WATER IN A CLEAN AND SANITORY CONDITION IAW APPLCIABLE SANITORY CODE OF NEW YORK STATE. 18 BACKFILL WILL BE DONE WITH CLEAN EARTH FREE OF ROOTS AND DEBRIS. BACKFILL HEIGHT AND WATER LEVEL TO BE WITHIN 8"OF EACH OTHER. PLACE CONCRETE ON SANDY LOAM SOIL. CLAY TO BE REMOVED AND REPLACED WITH SANDY LOAM. 19 THERE ARE MAIN DRAINS IN THIS POOL.THERE ARE TWO APPROVED SUCTION OUTLETS WITH A MINIMUM OF T OF SEPARATION. THE SUCTION OUTLETS ARE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM-RELEIF-PROTECTED LINE TO THE PUMP-COMPLIES WITH ENTRAPMENT PROTECTION AS PER CODE. 20 THE POOL WAS DESIGNED REFERENCES AS THE FOLLOWING: North Fork Pool Care 20.1 THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE(2020)SEC R326 O� I�ly Y 20.2 THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(2020)SEC R403.10 `c• �,I,• �O � 20.3 THE FUEL GAS CODE OF NEW YORK STATE(2020) 20.4 THE NEW YORK STATE SANITORY CODE. 20.5 ANSI/APSP/ICC-5 STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS. Z ��';� y POOL NOTES SCALE: NTS 20.6 BOCA CODE SECTION 421. JAMES DEERKOSKI, P.E. DATE: - 12/11/2020 20.7 CODE OF THE TOWN OF SOUTHOLD RO O� 260 DEER DRIVE MATTITUK, NEW YORK 11952 DRAWING NUMBER 8 OF 8