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'rlp Town of Southold 3/26/2018 P.O. Box 1179 53095 Main Rd 2��1 rp?• Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39569 Date: 3/26/2018 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 1860 Kerwin Blvd., Greenport SCTM#: 473889 Sec/Block/Lot: 53.4-44.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2017 pursuant to which Building Permit No. 41725 dated 6/9/2017 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 Lastihenos,Dunn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41725 10-03-2017 PLUMBERS CERTIFICATION DATED th riz gnature TOWN OF SOUTHOLD �ao1p � BUILDING DEPARTMENT 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 #: 41725 Date: 6/9/2017 Permission is hereby granted to: Lastihenos, Diann 10 Norman Ct Dix Hills, NY 11746 To: construct accessory in-ground swimming pool, fenced to code, as applied for. At premises located at: 1860 Kerwin Blvd., Greenport SCTM # 473889 Sec/Block/Lot# 53.-4-44.5 Pursuant to application dated 6/5/2017 and approved by the Building Inspector. To expire on 12/9/2018. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-[802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3.. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. �b New Construction: Old or Pre-existing Building: (check one) one) l Location of Property:Zgao House No. Street Hamlet Owner or Owners of Property: L°cS+.I�t�n �i a,,-% Suffolk County Tax Map No 1000, Section 3• Block Lot Subdivision f Filed Map. Lot: Permit No. �I 1 Z Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 1/ (chec one) Fee Submitted:$ 50 A�, rptifrit Signature �o'*pF SOUryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road H Fax(631)765-9502 P.O.Box 1179 roger.richert(C!-)town.Southold.ny.us Southold,NY 11971-0959 COUm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Lastihenos Address: 1860 Kerwin Blvd. city Greenport st: New York zip: 11944 Building Permit#: 41 725 Section: 53 Block: 4 Lot: 44.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TRC Electric Corp. License No: 46689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect Switches 3 Twist Lock Exit Fixtures �] TVSS Other Equipment: Inground Swimming Pool To Include: Bonding, Control Panel, 2-GFCI Circuit Breakers, Salt Generator, Heat Pump, Pool Cover Motor, LED Pool Lights, 3- Deck Lights. Notes: Inspector Signature: Date: October 3, 2017 0-Cert Electrical Compliance Form.xls OF SOUIyo{o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST. [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORq-7729;;� �?/✓ �pf SOUIy o� o � 6 �0 • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG.. [ ] FOUNDATION 2ND [ ] I LAT [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: RRADM 1S I p a/ • Ill DATEINSPECTOR SOUjyo �o • �o TOWN OF SO.UTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ULAT N [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (DAN DATE Y3� INSPECTOR Michael Lastihenos 10 Norman Court Dix Hills, NY 11746 516-509-4027 March 10, 2018 Town of Southold BuildingDepartment D MAR 1 5 2018 54375 Route 25 Southold, NY 11971 TOWN OFSOUTHOLD Re: Building Permit Number 41725 Dear Sir/ Madam; This letter is in regards to the final inspection for the swimming pool at 1860 Kerwin Blvd, Greenport, NY. As per your notice of 1-31-18 the following conditions have been rectified: 1. The latch release for each gate of the pool enclosure has been repositioned to be poolside of the enclosure. I have enclosed photographs of the changes for your review. 2. Enclosed is a receipt for purchase of a surface water alarm as well as a copy of the owner's manual indicating that the alarm does comply with ASTM Standard F2208. Please also note that the pool does have an electric automatic pool cover which will increase the safety as well. The project is ready for final inspection at your convenience. Thank you. Sincerely; Michael Lastihenos run . • o . . SY IN�ULATI • STATE ENE-ROY C•DB 1 1 0919"1 IPA FAEAP,Ma=- MAM E47 CIO 7�� �_ � may- � �1'.�.'l�I tl •� !• � Nei _ �� i �. , V .. 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 Fort N.Y.S.D.E.C. Trustees C.0 Application Flood Permit Examined— 20 [EC[EOVERSingle a Separate D Truss Identification Form Stomi-Water Assessment Form �nIq JUN — 5 2017 Contact: (� (1 p, Approved l X 20 Mail to: C`i� til iia C�-vlxf P `WIS T s P<s Disapproved a/c BU"ING�DEM .f. OFSO 4a0 Phone: V3 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Dater) 120 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 erein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and repulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) &0(1AN 1ot,)2 1 . �r, , , cam, (Mailing address of applicant) I I.1 State whether applicant is owner,lesse8,agent,architect,engineer,general contractor,electrician,plumber or builder >_.t A],-,r Name of owner of premises 1 CLC1 C\j 0-4-\0—s (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate office Builders License No. Plumbers License No. Electricians License No. 'I Z -ME Other Trade's License No 1. Location of(hand on 1hich proposed wor w`1_be,1done.� 0 House Number Street 53 ���d6d Hamlet County Tax Map No. 1000 Section Block Lot �l : = `' ►�. � 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 3 Nature of work(check which applicable) New Building Addition Alteration Repair Removal Demolition Other Work Okui' rnMi LYSO (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 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 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.0 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) COUNTY OF.SU' �(J) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, n (S)He is the ui p _ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the saidwork and t make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; that the work will be performed in the manner set forth in the application filed therewith. Swornto bf fore me this BRIAN MCCABE (E1 /day of K 20ry public,State of New York No.4947708 444 Notary blic ualified in to of Applicant Commission Expires tI r , A Scott A. Russell ��°s� k� STOIKIMMA\T]EIRb SUPERVISOR IWANAGr]EIMI EN T SOUTHOLD TOWN HALL-P.O.Box 1179 -- 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) �F^' OOZES THIS ]PROJECT -IINVOILVIE ANY OF THE FOLLOWING:. i� Yes No (CHECK ALL "THAT APPLY) ❑YA. Clearing, grubbing, grading or stripping of land which affects more li than 5,000 square feet of ground surface. I,� ❑ . li Excavation or filling involving more than 200 cubic yards of material I, i within any parcel or any contiguous area. y �I ❑ , Site preparation on slopes which exceed 10 feet vertical rise to 00 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal (� 'ZFF. onion hazard area. fi ❑ te preparation within the one-hundred-year f loodplain as depicted I'4 FIRM Map of any watercourse. ❑ stallation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stor-mwater Management I Control Plan was received by the Town and the proposal includes L in-kind replacement of impervious Surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. ' APPLICAi\T: (Property Owner.Design Professional,Agent,Contractor.Other) S•C• .M. 1000 Date: District g 53 if '4q.5 G-6- 1-7 u.kN1E. f S �S � S /� Section Block Lot FOR BUILDING DEPARTMENT USE ONLYContact hiformalion 46J31''�'o y —�13�� I i 'T.4ph.-Numt,.l I; - - - - - - - - - - - - - - - - - I RevieavedBy Date PropertyAddress / Location of Construction Work: { �' — — — — - - - _ L_ — Approved For processing Building Permit t960, Kerw 1p(J 9( ' {} — — Stormwater Management Control Plan Not Required. ' i+ Stor(mvater Management Control Plan is Required. � (Forward to Engineering Department for Review.)_J L—` FORM 4 SMCP-TOS MAY 2014 D U V 15 oAN SO{�lyo D !o Town Hall Annex 4 Telephone J19J2017 65-18 54375 Main Road � O1 � 0p5 ny usP.O.Box 1179 rWO6Uho Southold,NY 11971.0959 ! �� DM, TOWN OF SOUTHOm BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Ig-5 1- 1,7 Company Name: g C C EC- -aZc Co_ r Name: License No.: Address: l6 !/'�urA,�, G,q,c,e G/JkcGRcvC ifi irZS Phone No.: 3 l_ 6 cYS _ 7-7-5-8 JOBSITE INFORMATION: (*Indicates required information) *Name: IV zK4 Lft 5-r #,eA105 '`Address: 1860Kt C wZN 131&,b , G RfeN I��IZI �� l ri yy *Cross Street: *Phone No.: S/6 - S'o S— V o 1`1 Permit No.: z s- Tax Map District: 1000 Section: Block: _ Lot; *BRIEF DESCRIPTION OF WORK (Please Print Clearly) SN. 20 JNd ?o�L IZ obe-(& , -rA.;7. :z:5 )`�>oL we g/-b 1�-e -- - ee� 11-5�4P s (Please Circle All That Apply) *Is job ready for inspection: E ' NO Rough In Final *Do you need a Temp p Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION (33% 82=Request for Inspection Form SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOMEIMPROVEMENT AV CONTRACTOR ICENSE ROBERT T LUCIA BE H R HOME IMPROVEMENT IM N L U T T' �O This certifies that the 11"IMNAW bearer is duly DYLAN INDUSTRIES INC DBA licensed by the County of Suffolk 0-ft-d 22706-H 03/01/1994 F.m _ 0 XPPA-CIN OATS 03/01/2018 r~ 1� ZSYTO RKWCERTIFICATE OF INSURANCE COVERAGE ATE Collln,peliitsation UNDER THE NYS DISABILITY BENEFITS LAW hoard PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured DYLAN INDUSTRIES,INC 0000000000 D/B/A SUNTEK POOLS AND SPAS 1282 BROAD HOLLOW RD 1c.NYS Unemployment Insurance Employer Registration Number of FARMINGDALE,NY 11735 Insured PENDING Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 11-3288132 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" PO BOX 1179 66253-00 SOUTHOLD,NY 11971 3c.Policy effective period 1/1/2014 to 5/31/2018 4.Policy covers: 0 A.All of the employer's employees eligible under the New York Disability Benefits Law Q B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 6/1/2017 By (Signature of insurance carvers authorizek representati a or NYS Licensed insurance Agent of that insurance carrier) Telephone Number (212)355-4141 Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT If Box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"41b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120 1 Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15)' ACO® DATE(MM/DD/YYYY) �� CERTIFICATE OF LIABILITY INSURANCE 6�1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTAC Diana Maddox NAME: Cotgreave Insurance Agency, Inc. PHOIAIC.NENo, (631)981-5400 IA/C.No: (631)981-5448 558 Portion Rd. EMAIL dmaddox@get-insured.com ADDRESS: INSURERS AFFORDING COVERAGE NAIC If Ronkonkoma NY 11779 INSURER A:HartfOrd Insurance Company 29424 INSURED INSURERB:Utica National Assurance Compa 10687 Dylan Industries, Inc. dba Suntek INSURER C: 1282 Broadhollow Road INSURER D: INSURER E: Farmingdale NY 11735 INSURER F. COVERAGES CERTIFICATE NUMBER:Master 17-18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/D MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE �OCCUR DAMAGE TRENTED PREMISES 300,000 PREMISES Ea occurrence) $ 12SBABP7189 3/19/2017 3/19/2018 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL'AGGREGATE $ 2,000,000 % POLICY F-1JECT LOC PRODUCTS-COM P/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COM INED SINGLELIMIT $ 600,000 Ea accident B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED R SCHEDULED 4823842 1/11/2017 1/11/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS % AUTOS Per accident $ Uninsured motorist combined $ UMBRELLA LIAB IOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER E(CLUDED7 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space is required) CERTIFICATE HOLDER IS INCLUDED AS ADDITIONAL INSURED SUBJECT TO ALL POLICY TERMS AND CONDITIONS. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE James Cotgreave/DIANA -J ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INSM.F ron+en1i ACORO® DATE(MWDD/YYYY) `� CERTIFICATE OF LIABILITY INSURANCE 6/1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Diana Maddox Cotgreave Insurance Agency, Inc. PHOAICNE (631)981-5400 FAX,No; (631)981-5440 558 Portion Rd. E-MAIL dmaddox@get-insured.com . ADDRESS: INSURERS AFFORDING COVERAGE NAIC p Ronkonkoma NY 11779 INSURER A:HartfOrd Insurance Company 29424 INSURED INSURERB:Utica National Assurance Coma 10687 Dylan Industries, Inc. dba Suntek INSURER C. 1282 Broadhollow Road INSURERD. INSURER E. Farmingdale NY 11735 INSURER F: COVERAGES CERTIFICATE NUMBER:Master 17-16 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DDIYYYY R COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE �OCCUR DAMM E T RENTED 300,000 PREMISES Ea occurrence) $ 12SBABP7189 3/19/2017 3/19/2018 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO ❑ JECT LOC PRODUCTS-COM P/OPAGG $ 2,000,000 S 4 OTHER: $ AUTOMOBILE LIABILITY ECOM aB tleDISIN L Lill IT $ 600,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OS E SCHEDULED 4823842 1/11/2017 1/11/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS % HIREDAUTOS X AUTOS EO parr.,dentDAMAGE S Uninsured motorist combined $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION 'PER TH- AND EMPLOYERS'LIABILITY YIN N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) CERTIFICATE HOLDER IS INCLUDED AS ADDITIONAL INSURED SUBJECT TO ALL POLICY TERMS AND CONDITIONS. CERTIFICATE HOLDER CANCELLATION_ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE James Cotgreave/DIANA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD imgnw;.mniemi a New York State Insurance Fund Workers'Compensation &Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 A A A A A A 113288132 = DYLAN INDUSTRIES INC T/A SUNTEK POOLS&SPAS ti 1282 BROADHOLLOW RD }' FARMINGDALE NY 11735 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER DYLAN INDUSTRIES INC T/A TOWN OF SOUTHOLD SUNTEK POOLS&SPAS PO BOX 1170 1282 BROADHOLLOW RD SOUTHOLD NY 11971 FARMINGDALE NY 11735 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H1419 586-1 524638 04/13/2017 TO 04/13/2018 6/2/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1419 586-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS.//WWW.NYSIF COM/CERT/CERTVAL.ASP THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. 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Order Placed: March 5, 2018 Amazon.com order number: 112-0589751-5300.237 Order Total: $212.84 Shipped on March 6, 2018 Items Ordered _ _ _ Price i 1 of: Pool Patrol-'PA-30'Pool Alarm $195:94 Sold by: DIYControls(seller profile) I Product question?Ask Seller Condition: New Shipping Address: Item(s) Subtotal: $195.94 James R Lastihenos Shipping & Handling: $0.00 10 Norman Court ----- Dix Hills, NY 11746 Total before tax: $195.94 United States Sales Tax: $16.90 Shipping Speed: Total for This Shipment:$212.84 Two-Day Shipping ----- Payment information Payment Method: Item(s) Subtotal: $195.94 Discover I Last digits: 7980 Shipping & Handling: $0.00 Billing address Total before tax: $195.94 James R Lastihenos Estimated tax to be collected: $16.90 10 Norman Court Dix Hills, NY 11746 Grand Total:$212.84 United States Credit Card transactions Discover ending in 7980: March 6, 2018:$212.84 To view the status of your order, return to Order Summary. Conditions of Use I Privacy Notice© 1996-2018,Amazon.com, Inc. or its affiliates OWNERS MANUAL �+'�::x�� �3a_ 3:'s#.F;�.aX.'.r-' ��' _N.-�ptt.'"'"�':..�„�•^�._�, �4.a.e'.,.� �'�; ?�'�3in:'�`°' •�,:�.rS.:v3^. "`+ :7 K", t:_`5 ti;: "�S';^+ i°•t,',•: :y(} :,•�,:'� w _:"r,,.;.'-+` ,"4`,M+'! .}fi yt�' A>;-%?- ski `.Y"s""`J•'�r�:Fa,�..J`nA...sr--.7;.••-.i�^.-a}�_ � ��.. . `'%?`,�:_�,k`���7�� �„c�3:�';':.'yro` d't Y.fiye. �.f,�.:_ �'�.• � ��%fYr.;i,-a%'y -' RA .�y,_v-. �M :.,�.` il' ,i t Y?�:#i'�/>€s'-R1' ''},t :. •.i ij ill �L .•�.. = 3£ ky- Y'�'" ,.fir �_�,;•��{`� "3',.��'..'a';'' -`�� _ �"w'Y'?r. .:f: �`. ...,q r: �. ''44 {" � '�� '?l.+_�y f�^+`� V'/+. '•�W ,� "W.Y 4 i}.:ci� �..la � r`'��� �:. �i"" �:t�qrr�,•�, 'l' .x a^i: '"t' v++ "�'-=y }.r;'y$,���- -p�,.c `2f����;yy���)�c. _> I' 'SS�.^�` S ^h"Ia�".�1�;it�.~ �,�` I' '�' '�F�.✓ Tlii�� `."•':�'��`r � p'. � e gam._; .Ji: ". :•u;� ><�;:�;.., <; i,u,.,:.> `, ;' � ;.=' t Do not return the product to be repaired to the retailer from whom the product was purchased.ALL REPAIRS NEED TO BE SENT TO DRIVEN DESIGNS. For Service Call Driven Designs, Inc. r I Oil 49 Between 8:00 AM and 5:00 PM EST. DRIVEN DESIGNS, INC. - 1135 S. Bridge St. Belding, MI 48809 Phone 616.794.9977 Fax 616.7 .9987 www.poolDatr01.com '9 _ iff-W On YWotecia|o' This, a|ocnl—vvao tested -by on independent lab and.. is.- Congr ' �� the �� fin� p� �� � � �� ' mo���in�mo��. � The a�/nn is manufactured in the USA with the highest quality and we stand behind every Pool Patrol sold. The alarm iadesigned with o|omt� Box ox��mm0snts engineered to mam|ot cracking and fading over time. The electronics are The Pool Patrol is packaged in a shipping carton that minimizes the microprocessor controlled using the |otoat in transmitter and receiver chance ofdamage due boshipping and handling. Check for damage and technology. During assembly each alarm goes through several rounds of confirm that the contents ofthe carton include the following items. inspection and testing bmensure years oftrouble free service. PA-30 contents General * Floating Alarm (Transmitter) This manual iowritten for the PA-25.and 3Opool alarms. ° Receiver with Power Supply * String �it(Strin0xvi�ht�m b|aohp|mntiohooku\ The POOL PATROL Alarm im intended to be on additional layer of ' security to protect your loved ones. The POOL PATROL Alarm is not If any of the items above are missing, contact Driven Designs for intended as a life saving device. It is not intended to replace any other nep|acenmenL safety considerations; such as adult supervision, lifeguards, fences, Basic Operation gotmm. pool covers, locks, etc. The POOL PATROL Alarm may not detect The alarm is designed -bo detect o vvexe created on the surface of the from gradual entry. water. When the alarm isfloating inthe pool, nmetal sensing post onthe It is important to spend sufficient time in becoming familiar with the bottom of the a|snn is continuously making contact with the water. /\ operation of your POOL PATROL/Nomno and to properly test the unit so sensing ring under the rim of the blue cover is just above the water but that it adequately covers all areas of the pool for the person(s) oroadm\ not making contact. When avvavo is created and makes contact with the you wish hoprotect. sensing ring the alarm will sound. igR Pooh Patrol Models Thera are currently two models of the Pool Patrol Pool Alarms; PA-25 fin and the PAr3D. This instruction manual covers the PA,25and the PA- 3O. -V MIN PA-25 ' This model iodesigned with atransmitter and will work with the PA-30 and its receiver. Sonnebnneo large pools require acM more than one alarm but donot require additional receiver 8. The IS PA-25 is intended to workwith the PA-30's receiver allowing multiple alarms to be purchased, without additional receivers.ORMW This mode |will transmit but does not include mreceiver. The PA- W 25im8ST&4F'22O8compliant when included with oPA-3D. PA-30 ' Th|o model has atransmitter and receiver. It is intended to alertyou at the pool of any intrusion and willtransmit to o ^ receiver located nearby. The PA isA8TW1 F-2208 compliant. The PAr3Ocontains atransmitter and includes oreceiver. The PA-25 and PA-30 POOL PATROL Alarms meet the requirements of / ` ASTM* Standard F2208-08**' °Amehomn, 'Gociaty` -forTeat|hgand' '{ Page 5 Page 6 �S v PrP". .$,�,'r� a �� a'r��t Cyt �.�. •�j'j•�sym •�. � .7 n, � Y JWT -Ro 6 i� }.•..'1�3N is.�11 -- .L}i�:!�d< � g,r • I a • 'i 4 4 d rt Y y k. 1 •- ' is' ,.� ,� `{' � ,"� ��k f`�,�'�k`� PWIc Vp.I • r .a- f,, a �r it �c R ��5 -�,�5, ♦ � ti �r f N. 4 - / f, w I- \ �� L Y • ra t, a�.,� 2r .S E i�•i,., V n -�.. ���.e,�,��'r t �II•�' � any }� �. �"f{A,.''.j f,t'Y'S•!�L j1.,fS yt i �`".4.- ~ 1.�`� � .i , .� ' �- � r �' '•-��, s7 a � iii/ i►✓- rte. �� i f r . wt f r , l'�� ;a w_-..:,. �, 9 fl, IWN < T� 4 `1 FVI PEI irr�w rfl' �i(t ♦ P>' titin„ I.XS� Sj-'[ar"^ ho g Ilk 41 4i' `' �.r �T 3. 1Mtt�•,, 'jt. r,-'� 'SPE If r� . •' r 4" �^_ �'=�wy�2 j " -3. 1���!- `!��• aA 'fit-c`Q - t f - � ;• - '^ - is 11�J i �r 3. .r.. �00 � ` / S t j 1 APPR VED AS NOTED ELECTRICAL INSPECTION REQUIRED DATE:�1 6/4 //7 B.P.# / s FEE: of,W BY: NOTIFY BUILDING DEPARTMEN AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED RETAIN STORM WATER RUNOFF FOR POURED CONCRETE PURSUANT TO CHAPTER 236 2. ROUGH - FRAMING & PLUMBING OF THE TOWN CODE. 3. INSULATION 4. FINAL,: CONSTRUCTION MUST BE COMPLETE F09 C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. "QMMEDIATELY",,, ENCLOSE ^OOL TO CODE YUPON COMPLETION BEx. FORE "WATER" COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SO TOWN P iGta B@�R6 SsT{�[UTOS�I�TRtlSfifES OCCUPANCY OR USE IS--UNLAWFUL WITHOUT CERTIFICA7 'OF-OCCUPANCY L r Model Code:,FR16 Installation Guide ATHA ° I a behind every poo/ LATHAM POOL PRODUCTS, INC. D.B.A. Blue Hawaiian Fiberglass Pools: Regatta Trilogy Pools: Gravity Viking Pools: Olympia Step 1.PLANNING FOR THE INSTALLATION ` RECOMMENDED.TOOLS 24.A box of 2"screws b.Wire and Hardware(that comply to FED,State, 25.A box of 3"screws and Local codes) 1 Hammer 26.Pipe wrench c.Rebar(42 three foot,[3']sticks)or 6"x6"W 1.4 x 2.Neon nylon string 2.rolls 27.A'4"handheld grinder(for'squaring up the skimmer wl.4 Wire Mesh 3.Yard marking spray paint hole and/or,flattening the backside of the shell d.Rebar ties with pig tail 4 Strap kit(four 20'straps,one 33'strap,one 35' for return fittings and lights-is a must-have in 6.Pool Equipment strap,four 2"to 3"shackles[U bolts],one large(4") case you accidentally cut through a hook or core a.Pump shackle) location) b.Filter 5.Two 2"ratchet straps 28.Shoyels,•rakes,picks' c.Chlorinator(if required) 6.Laser transit/level 29.Wheelbarrow d.Heater(if required) 7.2"duct tape 30.Bottle jack e.Automation(if required) 8.2-50'ropes 31.Short 2x4's and short 4x6 boards f.Lighting(with transformer)' 9.Sharpie markers 32.Crane g.Handrail and/or ladder with escutcheons(and 10.A roll of paper towels 33 Bobcat concrete anchors) 11 Shop Rags 34.Excavator h.Equipment pad of Portland cement and form 12.Bi-metal Hole saws,2-3/8",1-1/2",3",and 5"with 35.Dump truck boards centering bit 36.Safety fencing 7.Tile Kit 13.Reciprocating saw(Sawzall)or jig saw with extra 37.Hoses(2) a.Waterline tile,step/seat inlays,inlaid mosaic tiles 6"bi metal blades b.Adhesive and grout for tile with scrubber sponges 14.Cordless drill(with multiple batteries charged) CONSUMABLE MATERIALS LIST c.Tile float 15 A drill bit set(with multiple%4"bits) d.Extra tubes of silicon adhesivelsealant 16.Leather Gloves 1.2-4'2x4's 8.%3 inch washed gravel(for pool base and backfill) 17.Caulk gun.Optional:auto caulk gun 2.1-10'2x4 9 Forms for concrete 18.1-35'rigid tape measure 3.2-16'2x4.'s 10.Cantilever deck forms(Stegmier/Mortex)(if 19.1-100'measuring tape 4.Plumbing required) 20.Utility Knife a.PVC Pipe and Fittings(that comply to FED,State, 11.Extra ties for Forms 21 PVC cutters that will cut 2"pipe and Local codes) 12.Wood stakes 22.Phillips head screw driver(#2 to tighten skimmer b.PVC Cleaner and Glue 13 Materials for brick or stone work screws) 5 Electrical 14.Materials for concrete deck 23 Pen and grade work sheet a.Electrical conduit(pipe,elbows,unions) 15 Materials for pavers SITE PREPARATION AND PLANNING In planning for the installation of a new Latham pool,there are many important considerations that must be evaluated in order to achieve a functional,long-lasting and aes- thetic addition to a home.When choosing a location,consider the following: 1 Grade:Pools and decks are normally constructed on level ground.Extreme variations in grade should be resolved before the excavation of the pool begins.A relatively level and flat location is preferred so time and effort are not wasted on radical fluctuations in grade. 2.Excavation Equipment Access and Pool Delivery-Determine the most efficient route for equipment to enter and access the site.Also keep in mind that a well-planned route can save time and money by enabling multiple pieces of equipment to work in unison.For example:Coordinate the delivery of the pool with the completion of the excava- tion and preparation of the hole.Use of a crane with four(4)20-foot straps is recommended for the process of setting the pool shell in the excavated site.However,if a track excavator was used to prepare the site,in some cases it may also be utilized to unload and set the pool.Contact Latham for specific guidelines for setting pools with excavator equipment.Finally,consider the placement of the equipment.If possible,position the pool equipment so the pool shell can be unloaded and placed directly into the excavation without risking damage to the equipment. 3 Underground Utilities:Check with local authorities for the locations of underground water,gas,power and sewer lines. 4.Overhead Power Lines. 5 Local Building Codes:Determine the setbacks from property lines,easements,house footings,etc. 6.Underground Water Conditions. 7 Water-Drainage:Water should always drain away from the pool.Failure to keep ground water away from the exterior of the pool may result in damage to the pool that is not covered under warranty 8.Local Fencing Codes. 9 Location of Pool Equipment. 10 Electrical Run for Pool Equipment. NOTICE: I 1 Exposure to Sunlight. 12.Surrounding Foliage. Failure to read and follow specific instructions 13 View from Residence. contained in this manual will void your pool warranty. 1 Step 2. POOL LAYOUT When laying out the pool,note that the dimensions are to the outside edge of the pool beam.Most permit plans are measured to the water's edge.The coping of a Latham fiberglass pool is approximately 4.",to 6"on all-sides.'There is generally a difference of 8"to 12"between the length and width dimensions in the installation guide and those of the permit plans in most cases(see the-Latham poohspecification-document-for exact-inside-and-outside-dimensions`for-each-model). Overall-length-and width measurements may vary up to 3/6.Depending on the customer and the local building inspector,this fact can be a critical consideration. Distances between the water's edge_to most pr6petty,liiiesi electrical`lines, and other structures such as houses, garages, sheds and patios must be exact to plan specifications. Start by laying out the pool template or with a 16'wide by 35'long rectangle with diagonal measurements of 38'-6".Next,lay- out^tl e`-center point;making:sure't)ie center lines are`at,* 0?degrees:1-Stake�ead".point:around'iiii penmeter`o'fFthe.pool as shown in Figure 1.Connect each stake with string.Denote.the-location of the skimmer with;a 2'x2',box outside of the pool layout.Use spray-paint-to-follow-the-contour-of the-string The-outline-will-be-the-shape-of the-outside-dimensions-of the-pool-shell.-Remove the string and stakes,.leaving onlyAhe outline of the pool.Be sure to mark tanning ledge locationjf anyi NOTE: Latham P661 Productsoffers yard templates for each;pool>Y br&1 offered.The yard templates are reu1.sable and are the dimensions of the shell.If.using a yard.template,simply;lay-.the template out in the yard where the,pool,is.to.be set and paint a line on the edge-of template. Figure 1 -Excavation Dimensions 35' I T-9" ----- -----_ t_ Ledge e 7'-9�.e e V / e e > e 38'-6p 1 - a e - e e e e 1 1 e - 1 e e e -- - �— -- -STAKES-- -———————————--—————————----———————————————————— ———————— STAKES------------------------------------------------------ - - -- -Step 3.-ELEVATION---------- =-------------- —------ - - Elevation and grade of the pool area are two of the most often overlooked or miscalculated variables in the installation process. While considering all the variables concerning elevation and grade,always remember that you wanfwater to run away from the pool. Before excavation, use the provided Form 1 —INSTALLATION PLANNING GUIDE to calculate all critical measure- ments. Check the four corners of the pool layout with the aid of a transit level or a sight level to determine the highest corner. This corner will be used in planning the elevation of the pool. In a typical installation,the elevation of the pool should be 4-6 inches above the highest point of the existing grade around the pool.However,careful consideration should be given to pool type,size and drainage of the future pool deck, as well as the elevation of the surrounding landscape and existing structures, patios and sidewalks. 2 INSTALLATION PLANNING GUIDE Job: Pool:FR16 Date: Finish Grade * Slope — Top of Concrete at Pool = Thickness of Concrete + 3.5" Top of Pool = Shallow End Depth + 42" or 3'-6 ' Top of Sand or 1/2" Clean Gravel Shallow End = Thickness of Sand 1/2" ,Clean Gravel + 3.5" Top of Dig: Shallow End = nNISH GRADE Top of Pool DISTANCE TO POOL ., FINISH GRADE Deep End Depth + 76.5"or 6'-4.5" EwsTwc PAW �.. Top of Sand 1/27 Clean =Gravel Deep End Thickness of Sand 1/2" CLean_ Gravel + 3.5' Top of Dig Deep ,End = r SAND'OR 7!i' CLEAN GRAVEL •'-SLOPE`- DISTANCE TO POOL X M (1/4.' UNDISTURBED SOIL IF"POOL IS INDEPENDENT OF ANY EXISTING STRUCTURES.OR PATIOS. FINISH GRADE IS TO BE 3 1/Y BELOW EDGE OF POOL-DECK Step 4. EXCAVA'T'ION Correct excavation of the pool is very important.A hole that is too small can mean hours of picking and shoveling by hand.A hole that is too large will require extra recommended;backfill material,which if not dealt with properly,can result in settling or bulging of the pool. The excavation should be dug very-close to the pootsize with a minimum disturbance to the unexcavated soil which will support the pool.The clearance is approximately.6"on the sides and 6"on the ends(see Figure 2). Figure 2-Pool Shell Depth Dimensions ' ' 35' 3'-6" T-8" T-10" 4'•1~ 4'=3" 4'-5" 4'-7"^ 4'-g" 4'-11" 5'-2" 5'-4" 5'-6" 5'-8" 5'-10" 6' 6'_3"6,-42„ 6,-42" Gradient"9.044.4% '-u- 31'-11" Degree anglevot slope(-s): 5.168' The depth of the excavatiori.isidetermined with the use of a transit level and grade pole. The bottom of the excavation is over dug approximately 4". This;size pool'. will require approximately 35 to 40 yards of sand or 1/2"clean gravel for backfill(more may be required if the excavation i'-s`-'significanil -, ver-dug). ' The excavation should be,46'by 35', with a total.depth of approximately 3'-10" (shallow end)-,to approximately 6'-9" (deep end)from the desired elevatiodof=the pool.It,caribe helpful tto give yourself extra room the first-6"in width and 12"in length of the hole,to get past thez-coping;,apd allow space'.for the skimmer and bottom suction fittings.(if'any) Also,keep in mind that the wall of our pools ard#&red,,,Wually 1" in for every 12"t.in depth' A place for the skimmer must also be dug in the side of the excavation wall.The skimmer cutout should=be 2'by 2'and 3'deep. See Figure 1 for placement.Pools with tanning ledges require the tanning ledge area excavated to the-depth stated in-Fig. 1 plus 4"for bedding material. Never use excavated material ash fill or backfill•in the hole;the material 'will'settle. We suggest sand or ''/2" clean gravel compacted thoroughly(a plate tamper is needed for the pool base):The fill material used for the pool base must also be used to backfill around the sides of the pool shell. In the case'of significant over excavation on the sides of the pool or in seasonal high water or poor drainage areas,you may want.to mix 10%.Portland cement with the backfill for stabilization. SKIMMER LID Latham requires that a permanent sump pipe'(see,Figure 3)'be in- - AND RING stalled on all pools. A gravity fed"daylight drain"is ari acceptable alternative to a permanent sump-pipe installation. The-purpose of Figure 3- the sump pipe installation(or daylight drain) is to provide a means Sump Pipe Installation of checking--for-groundwater-around-the-pool_and-allow_for.dewa- -. -.-.-- -.-. - - - -- -- — -- ---- - tering the site prior to any-work on the pool-that requires lowering e"PIPE SAND OR 112"WASHED GRAVEL the water level within the pool shell, thus minimizing potentially high hydrostatic pressure. Latham recommends the installation of m a permanent sump pump in areas with a high water table and/or FIBERGLASS significant ground water. Latham suggests digging an 18" x 8' x FIBER MATTiZOOL SHELL 18"trench across the deep end of the excavation. Six inches of 1/2" SAND OR 11r WASHED GRAVEL clean gravel should be placed in the bottom of the trench.A section 12' 4 of 3"perforated PVC pipe is placed on the rock base and connected _ to a vertical stand of 8"PVC pipe running to the surface of the ex- 1'$' cavation. Cover the new sump line with landscaping fabric. The 8" PVC riser pipe should be trimmed with a skimmer ring and lid for 112"WASHED GRAVEL 3"PERFORATED PIPE 112"WASHED GRAVEL 4 aesthetics and safety.After the connection has been made to the vertical stand of 8"PVC,finish covering the 3"perforated PVC pipe with 1/2"to 1"clean gravel to the bottom of the excavation(see Figure 3).The bottom of the excavation is now ready for approximately 4"of base material. Step 5. PREPARATION OF THE BOTTOM SURFACE OF THE EXCAVATION The preparation of the excavation bottom is critical so the pool will fit properly. Thorough preparation will eliminate settling, stress cracks and a minimum of time will be spent setting the pool. First, install the 2"x 4"master screed rail(s) length wise in the excavation,using wood or metal stakes (See Figure 4). Make sure the diagonal measurement is exact to insure that the bottom is square.Adjust the master screed rail(s)to the appropriate height using a transit level(See Figure 2).Next,install the remaining screed rail(s)parallel to the master screed rail(s)using the offset dimensions as shown in Figure 4.and making sure that they are perfectly level to the Master screed rail(s)to insure that the bottom is square.Next,spread a layer of fill material approximately 4"deep evenly over the bottom of the excavation.Rake the fill material flat to the top of the screed rails(See Figure 3).Compaction of the fill material is generally achieved by screeding it into place,but depths of greater than,4"will require use of a plate tamper.Rake and compact the area several times. Screed the bottom of the excavation,filling any low-spots-as you go. Remove the screed rails and fill in the voids with fill material,being careful not•to disturb the.fill. 35' SEE SECTM A—A At 2' x 4' SCREED BOARD O 0 2' x 4' SCREED RAILS Figure 4- 12-9• 34•-4' Screed Rail Dimensions MASTER SCREED RAIL STAKES . DIG UNE N4 POOL SIOSL MUST REST ON SAND OR 1/Y CLEAN GRAVEL 35'— e 5'e SCBM RAxS x C SCREED BOARD 31'-11' Y—r OVER DIG SUMP SYSTEM STAKES F8_1 u ' arTKDKeAI GAWK PKER LacATKaN(s) Step 6. SETTING THE POOL Upon arrival/delivery of your pool shell, be sure to inspect the pool for damage that may have occurred during transportation and for conformity to order specifications. The recommended method of setting the pool shell is by making use of a crane or boom truck. A track-mounted excavator can be used to lower the pool into the excavation, but directions should be obtained from Latham prior to setting the shell.Please note that Latham recommends lifting all pool models over 12'wide with a spreader bar and 20'lifting straps. Once the pool is set in the excavation, the pool should be checked for level and the bottom should be walked over to detect any voids in the fill material that might be present. The pool is then lifted and reset as many times as necessary to achieve a"good fit."A good fit is realized by raking the surface of the fill material in order to see where the pool's perimeter is touching(footprint)and by walking around son the inside of the pool to detect low spots. It is normal to feel a slight void under the center of the pool,but walking in the pool should cause the floor to rest on the bed of fill material.The pool shell will conform to the base material under the weight of the water. It is important 5 , 1 to make certain that the bottom,perimeter, and all transition points are sitting firmly upon the bed of fill material.The pool can be separated from the lifting equipment when the entire perimeter of the pool (including all transitions) is within 1/2"of level around the entire perimeter of the shell with tile preinstalled,or 1"of level if tile is to be installed later during the installation. A properly prepared hole should notrequire the filling of large voids beneath,the pool. Blindly adding fill material beneath a pool can cause-more harm than-good.-It is.important that-any adjustments-to-the pool's-elevation be made.before water-is added. If the hole was properly prepared,nothing more than a few minor adjustments should be needed. Step 7. WATER AND BACKFILL On most pool shells water can be filled to the bottom of the first step with"no backfill material against the shell wall:The pool should'then be checked to assure,it is still level,(check EXCAVATION,NOTES;for specific shell�being-installed). Ifthe°pool shell,does not remain level,the water should be completely removed and the bedding materialfadded or removed as.necessary to achieve lve -_—._ As backfill material is initially placed around the pool shell, care should be taken to ensure that the wall-floor and step-floor radiuses'are tightly packed with-fill material. Once-the pool shell is"locked in,",the-fill/backfill process can continue:It is,very, important that the radiuses of the pool are properly and completely compacted. Poorly packed radiuses canresult•in hairline cracks and/or structural cracks.due_to deflection..Be-sure.to backfill slowly and thoroughly. ._._ 2x4-LEVER After approximately-112"of-water Js in-the pool:and backfillASSEMBLY has been placed eyenly,`the-backfill.and Ovate"should-always - FlBEROu►ss'' be+/-6"of each other.As the water approaches the shallow POOL SHELL end, pay particular attention to all the unsupported areas of III the pool. Steps and swimouts tend to droop,-so slight adjust- ments may need to be made with,the.levering device..Be sure _I Backfill Detail you wait until a sufficient amount of water surrounds the area, NATURAL oRouwn (usually 12") to keepthe rest of the pool in place, or you may raise more than you intend. The walls of the pool may WATER B' bulge inward if too much backfill has:preceded the water in �— the pool,or outward if too much water precedes the backfill. If bulging does occur duringthe:installation,the only remedy is to dig that area`out.and proceed correctly. Slight bulging I I (II has only visual effects,while not affecting the structure of the ,. — —III—I(I- COMPACTED pool.A string line,is very useful in determining the straight- =1 I I_ 111= Flu ness of the pool walls during the backfilling process. A. To mitigate the stress under step,tanning ledges,and some seats potentially,induced on'the pool shell as a result of backfill set- tling, Latham recommends either a.shallow dig-under-large steps,tanning ledges, and some seats(Figure 6) or in the event of an over-dig,the installation of concrete masonry unit(CMU)piers placed under the steps, integral tanning ledges and/or swim outs,and some seats may be needed(Figure 7). Figure 6- Figure 7- Minimal Dig Stair Detail CMU Pier Stair Detail 4- FIBERGLASS +• — POOL SMELL .� 3'THICK COMPACTED ]'THICK COMPACTED SAND OR x•CLEAN GRAVEL(TYP SAND OR X•CLEAN - N:AIJ _ i-• GRAVEL(MCAL) 4•MIN.TMCK COMPACTED i - FIBERGLASSa'MW.THICKCOMPACTED , . GRAVEL FOR CLAY POOL SHELL GRAVEL FOR CLAY (ADOBE)SOIL ONLY. (ADOBE) SOR ONLY. _• , , ,. n • - - FILLMATERIAL •4 FILL-MATERIAL `4n _ •CMIJ I1/2•CAPSTONE - , BASE MATERIAL BASE MATERIAL FILL MATERIAL 6 'r Figure 12- Chain Locations my . POOL LIFTING NOTE: 1.When being lifted from the trailer and/or set in the excavated installation site,four(4)20'straps should be used.The 4 straps should be connected to a common lift point,typically the ball of the crane. zk • Figure 13- Standard Fitting Locations SK Legend. SK-Skimmer R-Return Fitting L-Light OS-Optional Skimmer OF Location for Auto • Cover Bundle Drawmg denotes approximate standard outfitting locations.Additional fittings and custom outfitting not shown. WARNING TO THE BUYER The pool is designed to be kept full at all times.The shell can be damaged if the water level is allowed to drop below the skimmer. When appreciable draw-down is noticed, or if it becomes necessary to drain the pool, contact Latham Pool Products, or their agents for instructions.The pool shell may be damaged and separation from the concrete may occur if the pool is allowed to overflow or if heavy water drainage is allowed to over-run the deck to pool shell connection. Keep the water level in the middle of the skimmer.Latham Pool Products will not be held responsible for any unforeseen problems or circumstances which arise from inadequate site drainage or incorrect deck installation.Refer to the Latham Warranty for conditions,circumstances,or installation practices that may void the pool's warranty. 9 (1 Olympia FR16 16'x 35' 3'-6",6'-5" 15,250 510 98 76 19 2,400 Panama I BL 11'-10"x(35'-38') 4'-6",4'-6" Varies Varies Varies 20 0 Varies n ~� r �Panama II BL 11'-10"x(35'-45') 4'-6",4'-6" Varies Varies Varies 40 0 Varies Poseidon PS 16'x 40' 3'-6",7' 17,500 538 105 23 28 2,742 p Rockport RP 14'x 30' 3'-7",5'-11" 10,000 314 79 30 18 1,774 Santa Barbara RS 14'x 30' 3'-6",6'-6" 12,500 326 76 11 11 1,821 Sea Breeze K 14'-8"x 33'-9" 3'-5",8'-2" 16,000 378 81 24 0 2,182 St.Lucia CM 12'-3"x 23'-11" 3'-6",5' 6,000 211 59 27 4 1,051 St.Thomas L 14'x 31'-6" 3'-7",7' 13,700 396 85 20 14 2,173 O Trinidad TND 16'x 44' 3'-6",7' 19,300 562 125 42 52 3,000 O Triton TN 14'x 30' 3'-7",5'-11" 13,500 338 82 23 19 1,936 Tropicana MP 9'-6"x 14'-6" 4,4' 2,500 115 44 7 7 1,083 r" Valencia ST 14'-4"x 27'-7" 3'-7",5'-10" 10,000 288 68 30 9 1,374 Venice TGEN 16'x 40'-2" 3'-10",8'-6" 18,000 518 106 38 14 3,000 SPA 11E SIZE-WIDTH x LENGTH 1SHALLOW,DEEP GALLONSAPPROX. Mystic M 9'-8"x 9'-8" 3'-4" 550 64 28 14 15 550 Mystic Spillover MSW 9'-8"x 10'-6" 3'-4" 550 64 28 14 15 570 F, Placid BOS 8'-1"x 8'-1" 3' 475 45 24 12 13 370 00 Placid Spillover BOSSW 8'-1"x 8'-11" 3' 475 45 24 12 13 390 Regal RG 7'-8"x 9'-8" 3'-4" 600 52 28 12 15 475 Regal Spillover RGSW 8'-6"x 9'-8" 3'-4" 600 52 28 12 15 495 Royal RY 7'-8"x 9'-8" 3'-4" '600 63 32 20 20 475 Royal Spillover RYSW 8'-6"x 9'-8" 3'-4" 6b0 63 32 20 20 495 Shasta LRS 6'-11"x 6'-111' 3' 420 31 20 11 7 284 Shasta Spillover LRSSW 6'-11"x 7'-9" 3' 420 31 20 11 7 314 Superior CS 8'x 12'-4" 3' 700 73 32 22 19 610 Superior Spillover CSSW 8'-10"x 12'-4" 3' 700 73 32 22 19 625 Tahoe LOS 7'-S"x 7'-5" 3' 450 37 22 7 10 425 Tahoe Spillover LOSSW 7'-5"x 8'-3" 3' 450 37 22 7 10 LEDGETANNING 11E SIZE-WIDTH x LENGTH 1SHALLOW,DEEP GALLONSAPPROX. Hermosa VFTL 6'-10"x 10'-7" 10" 200 50 27 0 0 250 n Semicircle TSCT 8'-4"x 16' 10" 400 92.5 39-2" 0 0 336 ~� HYDRO 1 IIE SIZE-WIDTH x LENGTH 1SHALLOW,DEEP 61LLONSAPPROX. HZ DXL HZDXL 8'-6"x 18' 3'-3',5' 3,000127 49 8 4'-6" 1,100 HZ E HZE 8'-6"x 18' S' 3,600 127 49 1 8 4'-6" 950 Dimensions may vary up to 3%-Length,width and depth dimensions are to outside edge of coping,measured from parallel lines.Dimensions in Specifications tables should not be used for installation,refer tD the model's Installation Guide. i POOL 11 I 1 1 1 1 "1 1 I -SEATS WEIGHT f Acapulco AC '16'x 39' 3'-6","6'' 16,7001 500 '98 17 8 2,633 Aruba ARU !11'x 22' 3'-6",5' 5,200 177 54 19 13 1,100 f Bala SFF 1l'-10"x 25' 3'-8",5'-6" 9;000 229, 63 34 10 1,495 �J Barcelona BAR I I16 x 38' i 3'-6";7' - 18;500 518 $`�" „101: 36' Y3 ,2,600 r: h', ti. Bermuda AL !12'x 26' 3'-6",5'-6" 7;000 226 163 29 23 1,500 Cambridge LN '16'x 36' 3'-6",7' 18,000 451 93 13 28 2,000 Cancun CC ' !16'x.35' 3'-6',',.6';6"' - 14;Q00..: c} `' ''397 . 86 22'`. 24 -�2 300 Cancun Deluxe CCX 16'x 35' 4'-3",6'-6" 111500' 381 114 37 33 2,339 Caribbean MR ,16'x 40' 3'-6",6'-6" 17,000' 468 96 32 23 2;500 Carmel FF - 13'-8"x 30' 3'-6",6' 12,000 345 78 37 16 1;954 0 Chesapeake CP !12'x 31' 3'-7",5' 10,500 292 76 17 8 1,636 Claremont V 14'x 33' 3'-7",-5'-4" 11;700 416 90' 48 20 1,980 r Clearwater SP 10'-11"x 20' 3'-5",5' 3,600 165 54 25 3 1,072 �J J Coronado BHBI 15'x 34' 3'-6",6'-6" 13,000 410 84 24 15 2,225 Delray B 11'=10"x 25'-S" 4'-6" 8,100 264 70 26 0 1,450 Empress FR12 12'x 26' 3'-6",5'-8" 7,600 275 72 52 17 1,500 Fiji FJI 15'x 34' 3'-6",6' 12,000 375 83 18 24 1,900 Freeport FP 12.'x 25'-1" 3'-7",5'-5" 6,000 213 62 16 13 1,284 Gulf Coast GC 15110"x 39'-7" 3'-5",7'-11" 19,600 506 102 25 18 2,708 Gulf Shore GS 151-7"x 34'-8" 3'-7",5'-10" 15;000 423 92 28 18 2,209 i Island Breeze II BN 116'x 40' 3'-6",8' 22,000 585 108 10 10 2,500 Jamaica LD 9'-10"x 19'-9" 3'-2",.5' 3,750 i.,;, 1'38, i ?} ,48 16`- i s,,5 i 930: Key West BFF 12'x 25'-7" 3'-7",6' 9,000' 230 66 13' 5 ' 1,334 Kingston AP 16'x 38' 3'-6",5'-10" 17,500' 555 104 60 15 2,300 Laguna LG 14'x 30' 3'-6",6' 10,000 310 74 22 24 1,650 Laguna Deluxe LGX 14'x 30' 4',6' 9,000• 300 92 31 39 1,780 Lake Shore CD 16'x'33' 3'-7';5'-5" 14,500' 480 94 60 0 2,466 Majesty FR14 14'x 30' 3'-6",6' 11,200 371 84 61 19 1,981 Malibu CRUD 12'x 26' 3,4'-7" 4,400' 209 73 35 40 1,300 Maui MTK 9'-3"x 16' 3'-4",4' 2,3001 103 39 17 4 720 (� Mediterranean BP 15'-8"x 38' 3'-7",5'-11" 17,000' 512 98' 32 15 2,506 �• Monaco AT 16'x 40' 3'-8",8' 21,000 585 108 66 0 2,500 Montego MT 14'x 35' 3'-7",5'-7" 12,4001 388 87 17 8 2,086 Ocean Breeze OB 16'x 40' 3'-6",5'-8" 18,900 585 108 58 0 2,900 r"h M+• Oceania BHGI 16'x 42' 3',7' 19,300 516 105 16 14 2,900 Dimensions may vary up to 3%-Length,width and depth dimensions are to outside edge of coping,measured from parallel lines.Dimensions in Specifications tables should not be used for installation,refer to the model's Installation Guide. Blocking the steps is performed after the pool shell has been set within level and water reaches the tread of the next to last step tread(2nd from floor).When installing CMU piers,start by placing a 1-1/2"capstone block on the base material.On top of the capstone block, stack CMU's (cinder blocks)until they reach a point just under the step or ledge locations designated in Fig- ure 4. Since the step area of the pool shell is often lower than the rest of the,shell,jack the step package up using a bottle jack and a section of 2"x 6"lumber under the outside radius of the top step(where the top tread meets the top riser). Jack the steps to be level with the rest of the beam of the shell. Shim the gap between the top CMU and the bottom of the tread/riser radius with another capstone block and/or 1/4"concrete backer board.When the bottle jack is released,the pool shell should.be within 1/2" of level around the entire perimeter of the shell with tile preinstalled, or I"of level if tile is to be install later,during,the installation.Bottle jacks should be removed:from the job site once the piers are in place. Do not leave bottle jacks or organic material,such as wood under the pool shell for support.Properly placed piers should be 'h under the step of the shell,with the remaining portion of the top block/shim remaining outside the step/riser tread(See Figure 7 for detailed drawing of properly placed piers). Do not vlace-piers completely under the top step or tanning ledge(swimout)s stress will be transferred to the radius between the horizontal and.vertical surfaces,resulting in stress fractures. This pool does•not require annual draining for service.If draining is ever required,the owner,or their agents,must first receive written permission and instructions from Latham Pool Products.Damage caused due to the water being drained below the level of the skimmer inlet is specifically excluded from the Latham warranty. Step 8. PLUMBING A basic swimming.poolcirculation system is relatively simple in operation.Water in the pool isidrawn through the skimmer to the pump,which pushes it through.the filter back to the pool via the returns. See Figure 8 for a basic filtering system diagram. More advanced filtering systems may include sanitizers,jets, blowers, automatic pool cleaners, etc. Latham recommends the use of 2", schedule 40 PVC plumbing on most pools. The plumbing system must-be designed to comply with ANSI/APSP-7 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN POOLS AND SPAS (latest revision)`Visually inspect and pressure test all plumbing installed at the factory upon the delivery of the pool and during the backfill process. Latham Pool Products suggests placing the equipment slightly above the elevation of the pool.If the equipment is placed below the water level, check valves or shut off.valves must be installed'to prevent accidental siphoning of th6pool. The equipment becomes less efficient the greater the distance away from the pool.Pipes may now be'glued at the equipment pad and circulation of the filtering system may begin. Check all connections for leaks and proper circulation before covering them.Local building codes may require pressure testing of the plumbing system before the installatiori.is complete. POOL PUMP POOL TO POOL RETURNS OUT IN FILTER OUT Figure 8-Basic Filtering System o N IN m 3 0 m O Cn� 3 c n� � O O T z Z Step 9. ELECTRICAL If the installer or homeowner is not qualified to do electrical work, an electrician should be hired and a building official should inspect the work.All electrical work should be done to National Electric Code specifications and any local codes.Latham will not be held responsible for any electrical work. 7 Step 10. POURING CONCRETE A standard cantilevered deck, as shown in Figure 9, requires that forms be placed on the inside perimeter of the pool. These forms-are attached to the pool beam using double-sided tape. The forms are then held in place using supplied wire tires and screws.'Cantilever forms are typically installed on the same day of the concrete pour.The backfill should be removed'fromr the top-8-,inches around-the-pool-perimeter-to-a-width-of-approximately--l0-inches.-Iri-areas-of sandy soil--conditions-i-the•material'-is- typically removed just prior to'pouririg the deck. Care should be taken that the concrete is worked into the area-under thebeam of the-shell,so"that air voids are minimized.If desired,%"holes may be drilled'every 36"to aid bleeding air.Rebar or wire"mesh should'be used in the'concrete deck. For'decks using paves,4s shown in Figure 10, the concrete deck should-be'pou'red'up to ap`prokirimafe)y'%"of.-tlie top of the=pool coping.Deck shouldfall''74'1per 12 inchfe§of horizontal-de&'t-6 allow any"surface Wafer to be drained away from'the pool. Half.irich holes-may be drilled into-the lip of the.pool'--every 3".:Two:foot lengths.of 3/8"rebar are placed>in each hole and bent at-90-degree-angles-(see-Figures-9-and 1:0).This-will-'ensure--a bonding4br arich-oiirrg:effect-on-the`sides-of the-pool:.Th'e-walkway------ ,-- may also be reinforced with 6"No. 10 wire mesh or No.3 rebar on 2'centers(see Figures 9 and 10).Concrete should be poured at'least 3'aroufdthe'periineter ofithe'pool iI d'M least 4"`thick.'Latharri Will'not'be held responsible for any concrete'woik or cracks that may fesult from its use-.- In se:In northern climates 6"-8"of V2 clean gravel is recommended under the concrete deck. Figure 9- Figure 11- Cantilevcr-Concrete�Deck Partial-Above Ground IiisiallatiofiT(Typical), (Typical) (Only foi•pools li'wide and'undet) 8'X6'-M.44 W1:4 WIRE%MESH OR- AR N0.,3,ON 7 O.C. 3'MIN. EACH WAY.': `., _FORCLAY,(ADOBE)SOIL ONLY. MAXIMUM OPTIONAL SLOPED 1/4'_1' 19 1/2" MOUND DIRT WOOD AROUND POOL DECK APPk6x.6r 12" I— 10" — — — I-1 I'I-I I FOR.CLAY I- SOIL ONLY. 3"THICK COMPACTED SAND OR irk CLEAN GRAVEL(TYPICAL) 4'MIN.THICK COMPACTED 6" GRAVEL FOR CLAY II (ADOBE)SOIL ONLY. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAND OR 1/2"CLEAN GRAVEL sn FIBERGLASS STONE OR NATURAL 6'X8'-W1.4 X W1.4 POOL SHELL STONE DECK• WIRE MESH T MIN. REBAR N0.3,, ON 2'O.C. • EACH WAY. SLOPED 1/4'.1' FOR CLAY(ADOBE) SOIL ONLY. 12" . ' — I� 10" - IWE- I�I I I I I-'I II 1 FOR CLAY I (ADOBE) Figure 10- I I' SOIL ONLY. Concrete Deck with I - 3"THICK COMPACTED GRAVELSAND OR 1/2-CLEAN Brick or Stone I 4'MIN.THI K COMPA T (TYPICAL) D GRAVEL FOR CLAY (ADOBE)SOIL ONLY. SAND OR 1/2"CLEAN GRAVEL s° FIBERGLASS 10" POOL SHELL 8