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HomeMy WebLinkAbout42395-Z ®�Ozr,WZ-,. S�FF©4G , Town of Southold 7/8/2020 P.O.Box 1179 W x 53095 Main Rd �yh p��y4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41239 Date: 7/8/2020 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 805 Navy St, Orient SCTM#: 473889 Sec/Block/Lot: 25.-3-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2018 pursuant to which Building Permit No. 42395 dated 2/16/2018 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: accessorin-ground swimming pool fenced to code as applied for. The certificate is issued to 805 Navy Street LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42395 5/21/2018 PLUMBERS CERTIFICATION DATED oo Signature suntX, TOWN OF SOUTHOLD �oo`p �oG BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 42395 Date: 2/16/2018 Permission is hereby granted to: Olsen, David 2025 Oaklawn Ave Southold, NY 11971 To: construct accessory in-ground swimming pool as applied for. At premises located at: 805 Navy St SCTM # 473889 Sec/Block/Lot# 25.-3-19 Pursuant to application dated 2/8/2018 and approved by the Building Inspector. To expire on 8/18/2019. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 Building Inspector Form No:.6- TOWN OF SOUTHOLD BUILDING,D1E PARTMENT TOWN HALL 765-18024 APPLICATION FOR CERTIFWATL,OF OCCUPAN , a- - - JUS 1 4 2019 This.application must be-filled'in by typewriter or ink°and-submitted to the Building Department;with the following A.'"Eorae*v biiiJiirg or new-ase: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual nuuial 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: Cb ercial-buifding;,industrial bui'ldiiig,;,multiple-residences-and,sign;larbuffdinpandinstallations a,,cer�tificate� of Code Compliance from architect'or engineer responsible for the building. &. Submit Pranrrin B-bard"Approvalr of cornplieted site plan requiTernents. B. For existing buildings(prior to April 9,1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey,- property shawing 41 pmperty lutes.street,building-and-unusual natural-c�-tapagraphic features. 2. A properly.dompleted.application-.and consent to inspect-signed-by the.applicant.Yz Certificate of,Occupancy is .denied the BEiilding Inspecter:shall state-.the;,,reasons-thereforin 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 $50.00. 2. Cerfificate of Occupancy orf'Pre-existing$wilding- $100.00 3. Copy of Certificate of Occupancy- $.25 44f updated,Cbmfimte of Occup y- WOO-, 5. Temporary Certificate of Occupancy-Rcesidrentira)<S15.0D;Commercial$li'Sr.©,ar Date. 6 Now Constmcl ca: Otd_Qr F_ e-exs4mg I3mtd_ g: (check My , Location>of•Property:- X06 S+me+- `House,No. meet Hamlet Owner or Owners of Property: --let &g-,ow C39M Ak E15-6662- Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map. +--Lot- Pei rni Lot-Permit No. ,�Date-,-of Permit. 66 Applicant::. ` !J ReaFtk Dept.Approval?• Undbrwnt'ers Appravar Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ n Ap 1' ant I§ignalure 1 SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roger.riche rt()-town.Southold.ny.us Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Barkow (Olsen) Address: 805 Navy Street city,Orient st: New York zip: 11957 Building Permit#: 42395 Section: 25 Block- 3 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: PSR Electric License No: 4802-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 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Inground Swimming Pool to Include: Bonding, Control Panel, 3- GFCI Circuit Breakers, 1- Pool Cover Motor, 1- Pool Pump, 1- Heat Pump, Salt Generator, Low Notes: Voltage Pool Lights. Inspector Signature: !�;MDate: May 21, 2018 0-Cert Electrical Compliance Form.xls OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR / 1✓ E SO �0SN Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. i'oum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] -I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL P4 --o9e, [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [, ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Y61 t DATE INSPECTOR —lV oe soulyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. °�Y�OUNi l,N^c� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH,PLBG. [ ] FOUNDATION 2ND [ ] SULA O [ ] FRAMING /STRAPPING [VI FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A 641Aor Ldno�L tP�V1, io di , d DATE I INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ------------------------------------- cm FOUNDATION (2ND) rA z V\ ROUGH FRAMING& t� PLUMBING y • C INSULATION PER N.Y-. H STATE ENERGY CODE 92 ll ` p/w1np� f n. Ar FINAL tl W ADDITIONAL qOMMENTS 05 ° �\��C' T � �M r \°z b H TOiVN OF SOUTHOLD BUILDING PERMIT BUILDING DEPARTMENT APPLICATION CHECKLIST TOWN HALL Do you have or need the following,before applying? SOUTHOLD,NY 11971 Board of Health TEL: (631)765-1802 4 sets of Building Plans FAX: (631)765-9502 Planning Board approval Southoldtownny.govPERMIT NO. 3 survey Check Septic Fonn N.Y.S.D.E.C. Trustees 2oL� fz C.O.Application Examined � Flood Permit Do � Single&Separate DTruss Identification Form FEB ® 8 2018 Storm-Water Assessment Form iJ r„ Contact: Approved Q� UC 20 DisapprovedF Em",r "apv=° s"+ ail to: a/c TOWNOFExpiration 20 471 Route 25A + Rocky Polnt,FJsw York 11778 Bui (tol J I)-)L-�4, g)p2 APPLICATION FOR BUILDING PERMIT J A Date ��, 47 ,201-9ti 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 regulations,and to admit authorized inspectors on premises and in building for necessary inspections. VoSlV&L,P 5 L(C (Signature o pplicant or name,if a corporation) ~ (Mailing address of applicatl State whether applicant is owner,lessee, agent, architect,engineer, general contractor, electrician,plifmber or builder Name of owner of premises ��i \j\/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corgQr�t� is r) Builders License No. L� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on w 'ch proposed work done: n d House Number Streetl Hamlet County Tax Map No. 1000 Section L� Block Lot + Z tSubdivision 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+C":)- J �- D ��� (Description) 4. Estimated Cost - _ Fee (To be on id 5. If dwelling,number of dwelling units Number of dwelling unit naea each floorg this application) 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 I 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_ 1 li4- o Rear I >C 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 N 13. Will lot be re-graded?YES 1V0� Will excess fill be removed<<ft--premises?YES NO 14.Names of Owner of nremis ? a„ 4dres— �e�' _� a Ph ne Name of Architect _ ✓(/1 dress Phone No -• ate. Name of Contractor ddress7f � i Phone No.leSf pt-N-q a-?7$ 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 NON\N *IF YES,D.E.C. PERMITS MAY BE REQUIRED. '4 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. X_ STATE OF NEW YORK) SS: COUNTY O 'I ,. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the LLC� (Contractor,Agent,Corporate 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. Swo to before met day of AJAN 2018 EVE B MIL LNER TATE OF N YORK Notary Public CS SUFFOLK COUNTY Sature of Applicant UC.#01 1623 657 I, COMM.EXP. Scott A. Russell 1, • SVPERWOOR STO)����NAV ,IFfflk SOUTHOLD TOWN HALL-P.O Baps,1119 �y IW 'CN AGEAMIENIL 59095 Main Road-SOUTHOLD,J1F W'YOItK ilii Town. outhold CH"TER 7,36 - STORA WATER MANAGEMENT WORKSIMET ( TO BE COMPLETED.BY THE APPLICANT) j _-__ 1<'1ZOJT INvOL — __ ANY' OF nZ FOLLOWING: Yes No (NECK ALL'CHAS APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface, ❑ B, Excavation or f il'ting involving more. than 200 cubic yards of material 1E3within any parcel or any contiguous area. C. Site preparation on slopes• which exceed 10feet vertical rise to 100 feet of horizontal distance. . Site preparation within 100 feet of -wetlands, heath, bluff or coastal erosion hazard area. �I Site preparation within the one-hundred-year flood.plain•as deon FIRM Map of any watercourse. plcted . Installation of new or resurfaced impervious surfaces of 1,000 square I feet or-more, unless prior approval of a Stormwater Management Control Plan was .received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered,NO to all of the questions above Signature, Contact Information,Date &Count Tax Ma N Amplete the Applicant section below vaith.ygttr Janke, Y p• pmbelr l 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 tate Building Department with your Building Pam9t;Application. AP LICA ropertyO�melizmgn Professibnal,Agan,Contractor,pth S-CIT.M. WOO Date Dlstncy, ^, t S74tion .block Lot +' Contact Informaitorc aj ? —X I ; *" FOR BUILDING DEP USE OIJLY `** I — (weph6r.Numba� � ) III I t ! t — — — — — — — — — — — — — i! ( Reviewed BY: i Pro e t Address/Location of Construction Work: � _ _ _ _ Date: _ _ _ I r I Approved for proces5m$Building permit. i Stormwater Management Control Plan-Not Required I I Stormwater Management Control Plan is Required. �_—�._4.._--- ❑ (Forward to Engineering Department for ReviewJ FORM $ SMCR-TOS MAY 2014 Mal FUI4o,, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 y�n1 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger-.richertD-town.sbuthold-.ny.us APPLI,CATI(W FOR ELECTRICAL INSPECTION REQUESTED BY: �, , O-A-1nd, ie Company Name:. f Name: License No.: -email::_ Address: Phone No:: _. . JOB SITE INFORMATION: (All Information Required) Name: o_ Address: Cross Street: Phone No.:. BIdg.Permit#: email: Tax Map District: 1000 Section: 5 Block: Lot: 19 71 BRIEF DESCRIPTION OF-WORK(Please Print Clearly) oL16 u' Circle All That Apply: Is job ready for inspection?: YES 1 NO Rough In Final Do you need a Temp Certificate?: YES! NO Issued On,, Temp Information: (All information required) i Service'Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead #'Underground Laterals - 1 2 H Frame Pole Work done on Service?- Y N Additional-Information: 4t&e 1A.1 7\ I DTM\1:>126=U 'V I= Y PAYMENT-DUE WITH-APPLICATION APR 2'6 2018 p� ; 82-Request for Inspection Formals BLILDING bEff. TOWN OF SOUTHOLD / Bunch, Connie From: Joel Barkow <joel@barkodeprops com> Sent: Sunday, August 18, 2019 9:16 PM To: Bunch, Connie Subject: [SPAM] - Permit Extension for 805 Navy St., Orient, NY 11222 Connie, I spoke with you earlier this past week about getting a permit extension for the exterior part of my home. I am in the process of making the changes asked of me and will contact you in the beginning of September once completed. Thank you, JOEL BARKOW C 914 806-5680 1 foo N0064 pp 41.55 Aex NOl'29'10"S N000 5 7'40 g WALL 22.75' 40 I . 7—:-) 1(a X Vvvp Poo I ! o x�. Q'ag 'v 342:40, gyp, .88'8�T 26011,6T.00S ma of PAVp i 0 NAVY STREET S AP RO ED AS NOTED DATE: o? B.P.# a'Z 3 S-Z ELECTRICAL FEE: Lb IL BY: INSPEC` TON RF-OUIIRED NOTIFY. BUILDING DEPARTMENT AT *--1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.,'ROUGH - FRAMING & PLUMBING 3. INSULATION a'� �» ',i'"�' ,�. :7>Y- p40 4. FINAL - CONSTRUCTION MUST ENCLOSE �'OGL TO CODE �BE COMPLETE FOR C.O. UPON COMPLETION ALL CONSTRUCTION SHALL MEET THE BEFORE"WATER" REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 0 Q O Door Q ° -ol CD cD O 0 ISLANDER - 600 SEA ISLE - 650 GULF BREEZE - 700 ARIELLA _ 381 PALM BEACH - 050 MALIBU - 300 BROADWAY - 026 BAYSIDE - 220 KOKOHANI - P30 COCOA BEACH - 176 SUNDIAL - 180 LELANI - P10 L___-L=Frj INSIDE DIM: 11'-1"x15'-7" INSIDE DIM: 11'-1'x15'-7" INSIDE DIM: 11'x19'-1' INSIDE DIM: 11'-0"x19'-9' INSIDE DIM: 8'-11"x20'-4' INSIDE DIM: 11'-1"x21'-4" INSIDE DIM: 10'-10'x21'-11" INSIDE DIM: 10'x22'-4' INSIDE DIM: 10'-11"x22'-5' INSIDE DIM: 10'-9"x22'-9" INSIDE DIM: 10'-9"x22'-9" INSIDE DIM: 11'-3"x22'-9" DEPTH: 3'-11" DEPTH: 5'-0" DEPTH: 3'-10" DEPTH: 4'-11" DEPTH: 3'-8', 4'-11' DEPTH: 3'-9" DEPTH: 4'-0" DEPTH: 3'-8', 5'-2" DEPTH: 4'-9' DEPTH: 3'-6", 5-7" DEPTH: 3'-6", 5-7' DEPTH: 5'-11" VOLUME: 4900 GAL VOLUME: 5200 GAL VOLUME: 5600 GAL VOLUME: 4000 GAL VOLUME: 4800 GAL VOLUME: 5025 GAL VOLUME: 4,500 GAL VOLUME: 5100 GAL VOLUME: 6800 GAL. VOLUME: 6600 GAL. VOLUME: 4600 GAL VOLUME: 6000 GAL. AREA: 171 SQ.FEET AREA: 171 SQ.FEET AREA: 212 SQ.FEET AREA: 179 SQ.FEET AREA: 157 SQ.FEET AREA: 184 SQ.FEET AREA: 237 SQ.FEET AREA: 186 SQ.FEET AREA: 198 SQ.FEET AREA: 190 SQ.FEET AREA: 190 SQ.FEET AREA: 217 SQ.FEET PERIMETER: 52 UN.FEET PERIMETER: 52 UN.FEET PERIMETER: 59 UN.FEET PERIMETER: 55 UN.FEET PERIMETER: 51 UN.FEET PERIMETER: 60 LIN.FEET PERIMETER: 65.5 UN.FEET PERIMETER: 57 UN.FEET PERIMETER: 64 UN.FEET PERIMETER: 59 UN.FEET PERIMETER: 59 LIN.FEET PERIMETER: 60 UN.FEET a - a a7q Liti 0 HORIZON - 724 MANDALAY BAY - 222 WYLELA - P21 CENTRAL PARK - 382 STARLIGHT - 140 CATALINA - 150 WAIKIKI I - 100 BILOXI - 391 EMPIRE - 390 STOCKHOLM - 393 ORLANDO - TSPA iP00L2 - 726 INSIDE DIM: 13'-4"x23'-O" INSIDE DIM: 10'-7"x24' INSIDE DIM: 11'-0"x24'-O" INSIDE DIM: 12'-1"x24'-8' INSIDE DIM: 11'-5"x24'-9' INSIDE DIM: 11'x24'-10" INSIDE DIM: 11'-6"x25'-11' INSIDE DIM: 10'-11"x26'-3" INSIDE DIM: 12'-11'x26'-3' INSIDE DIM: 13'-2"x26'-3" INSIDE DIM: 10'-0"x26'-8" INSIDE DIM: 11'-0"x26'-9" DEPTH: 4'-9" DEPTH: 3'-1", 5-7" DEPTH: 3'-6',6'-0" DEPTH: 4'-11" DEPTH: 3'-9', 5'-8' DEPTH: 3'-7', 5'-7" DEPTH: 3'-5", 5'-6' DEPTH: 4'-3' DEPTH: 4'-3" DEPTH: 5'-9" DEPTH: 3'-10" DEPTH: 5'-0" VOLUME: 5200 GAL VOLUME: 6600 GAL VOLUME: 8500 GAL VOLUME: 6600 GAL VOLUME: 6600 GAL VOLUME: 6800 GAL VOLUME: 8000 GAL VOLUME: 8400 GAL VOLUME: 6400 GAL VOLUME: 10,000 GAL VOLUME: 6800 GAL VOLUME: 9000 GAL AREA: 200 SQ.FEET AREA: 198 SQ.FEET AREA: 254 SQ.FEET AREA: 215 SQ.FEET AREA: 220 SQ.FEET AREA: 218 SQ.FEET AREA: 266 SQ.FEET AREA: 287 SQ.FEET AREA: 289 SQ.FEET AREA: 345 SQ.FEET AREA: 267 SQ.FEET AREA: 294 SQ.FEET PERIMETER: 64 UN.FEET PERIMETER: 62 UN.FEET PERIMETER: 71 LIN.FEET PERIMETER: 64 LIN.FEET PERIMETER: 62 UN.FEET PERIMETER: 62 UN.FEET PERIMETER: 68 UN.FEET PERIMETER: 74 UN.FEET PERIMETER: 78 UN.FEET PERIMETER: 79 UN.FEET PERIMETER: 74 LIN.FEET PERIMETER: 76 UN.FEET O WAIKIKI II - 125 SEASIDE - 210 VEGAS - 425 RIO - 378 BARCELONA - 379 KOKOMO - 110 VENETIAN - 520 SANDCASTLE - 522 HAWAIIAN - 870 DESERT SPRINGS -190 POMPANO BEACH - 375 INSIDE DIM: 11'-6"x26'-11" INSIDE DIM: 11'-1"x27' INSIDE DIM: 15'x27' INSIDE DIM: 14'-10"x27'-4" INSIDE DIM: 14'-10"x27'-4" INSIDE DIM: 10'-4"x27'-5" INSIDE DIM: 14'-1"x27'-7" INSIDE DIM: 13'-11"x27'-10' INSIDE DIM: 11'-9"x27'-11" INSIDE DIM: 12'-10"x 28'-11" INSIDE DIM: 12'-11"x28'-9" DEPTH: 3'-8", 5'-6' DEPTH: 3'-6', 6' DEPTH: 3'-3',5'-1' DEPTH: 3'-4', 5'-7" DEPTH: 3'-4', 5'-7" DEPTH: 4'-D" DEPTH: 3'-6',5'-4' DEPTH: 5'-5' DEPTH: 3'-6", 6'-0' DEPTH: 3'-1', 6'-0' DEPTH: 3'-7", 5'-5" VOLUME: 8500 GAL VOLUME: 8000 GAL. VOLUME: 11,300 GAL VOLUME: 10000 GAL. VOLUME: 9000 GAL VOLUME: 6200 GAL VOLUME: 9,500 GAL VOLUME: 8,300 GAL VOLUME: 10,000 GAL VOLUME: 6800 GAL. VOLUME: 9500 GAL AREA: 277 SQ.FEET AREA: 242 SQ.FEET AREA: 356 SQ.FEET AREA: 324 SQ.FEET AREA: 324 SQ.FEET AREA: 229 SQ.FEET AREA' 310 SQ.FEET AREA: 356 SQ.FEET AREA: 295 SQ.FEET AREA: 290 SQ.FEET AREA: 302 SQ.FEET PERIMETER: 70 UN.FEET PERIMETER: 68 UN.FEET PERIMETER: 73 UN.FEET PERIMETER: 73 UN.FEET PERIMETER: 73 UN.FEET PERIMETER: 65 UN.FEET PERIMETER: 85 UN.FEET PERIMETER: 85 UN.FEET PERIMETER: 72 LIKFEET PERIMETER: 82 UN.FEET PERIMETER: 70 UN.FEET SCOTTSDALE - 200 MONTE CARLO - 576 SAVAENAH - 400 SAVANNAH DEEP - 450 DOLPHIN - 351 MANATEE - 225 ATLANTIC - 850 ATLANTIC DEEP - 851 MAJESTIC - 840 COSTA AZUL - 526 INSIDE DIM: 11'-1"x30'-1" INSIDE DIM: 15'-1"x30'-10" INSIDE DIM- 13'-2"x31'-8" INSIDE DIM: 13'-2"x31'-8" INSIDE DIM: 13'x 32' INSIDE DIM: 12'-11"x32' INSIDE DIM: 14'-6"x32' INSIDE DIM: 14'-6"x32' INSIDE DIM: 14'-10"x32'-7" INSIDE DIM: 16'-0'x35'-0' DEPTH: 3'-2', 5'-5" DEPTH: 3'-8",5'-8' DEPTH: 3', 5'-6" DEPTH: 3'-2', 8'-0' DEPTH: 3'-9", 5' 'DEPTH: 3'-6', 5'-10" DEPTH: 3'-8', 5'-9" DEPTH: 3'-8', B'-0" DEPTH: 3'-6", 5'-5" DEPTH: 8'-0" VOLUME: 9000 GAL VOLUME: 16,000 GAL VOLUME: 11,500 GAL VOLUME: 14,000 GAL VOLUME: 11,500 GAL VOLUME: 12,000 GAL VOLUME: 10,400 GAL VOLUME: 11,300 GAL VOLUME: 13,500 GAL VOLUME: 18,000 GAL AREA: 290 SQ.FEET AREA: 467 SQ.FEET AREA: 366 SQ.FEET AREA: 362 SQ.FEET AREA: 395 SQ.FEET PRZA: 354 SQ.FEET AREA: 375 SQ.FEET AREA: 375 SQ.FEET AREA: 43'. SQ.FEET AREA: 540 SQ.FEETAL PERIMETER: 74 UN.FEET PERIMETER: 92 UN.FEET PERIMETER- 80 UN.FEET PERIMETER: AO UN.FEET PERIMETER: 84 UN.FEET FERIMETER: 80 UN.FEET PERIMETER: 80 LIN.FEET PERIMETER: 80 UN.FEET PERIMETER: 86 UN.FEET ET PERIMETER: 83 ET r 0 0 O CAESARS PALACE - 800 MANATEE DEEP - 490 GRAND MANHATTAN - 028 NIAGARA - 577 NEWPORT - 145 MARATHON - 776 iP00L - 725 OTTAWA - 395 STAR DUST - 380 THE GREAT LAKES - 595 INSIDE DIM: 14'-11'x32'-8" INSIDE DIM: 13'-9'x32'-10" INSIDE DIM: 14'-10"x32'-10" INSIDE DIM: 15'-1"x33' INSIDE DIM: 11'-4'x33'-4" INSIDE DIM: 8'-6"x34'-0" INSIDE DIM: 12'-8'x35'-2" INSIDE DIM: 16'-0"x36'-0' INSIDE DIM: 15'-O"x36'-4" DEPTH: 3'-4",5'-8" DEPTH: 8'-0' DEPTH: 5'-1' DEPTH: 3'-8',7'-10" DEPTH: 3'-3", 5'-6' DEPTH: 4'-9" DEPTH: 4'-8" DEPTH: 4'-9" DEPTH: 3'-4", 6'-4" INSIDE DIM: 16'-2"x37'-0" VOLUME: 11,400 GAL. VOLUME: 13,700 GAL VOLUME: 11,600 GAL VOLUME: 17,500 GAL VOLUME: 8500 GAL. VOLUME: 6800 GAL VOLUME: 8800 GAL VOLUME: 13800 GAL VOLUME: 13,700 GAL DEPTH: 6--4- AREA: 417 SQ.FEET AREA: 354 SQ.FEET AREA: 487 SQ.FEET AREA: 497 SQ.FEET AREA: 310 SQ.FEET AREA: 244 SQ.FEET AREA: 354 SQ.FEET AREA: 525 SQ.FEET AREA: 455 SQ.FEET VOLUME: 20,500 GAL PERIMETER: 101 UN.FEET PERIMETER: 80 UN.FEET PERIMETER: 96 UN.FEET PERIMETER: 96 UN.FEET PERIMETER: 102 UN.FEET PERIMETER: 84 UN.FEET PERIMETER: 88 UN.FEET PERIMETER: 104 UN.FEET PERIMETER: 92 UN.FEET AREA: 540 SQ.FEET PERIMETER: 107 UN.FEET Q O � G0 D LL PLEASURE ISLAND - 285 OLYMPUS - 875 PHOENIX - 900 OASIS - 550 MIRAGE - 530 PACIFIC - 575 MARATHN - 775 OCEANSIDE - 590 Ld (� co E 0v� 4'-10"x38'-7' INSIDE DIM: 15'x38'-8' INSIDE DIM: 15'x38'-8" INSIDE DIM: 14'-9"x38'-9' INSIDE DIM: 15'-2'x38'-11' INSIDE D INSIDE DIM: 1 -1"x38' INSIDE DIM: 1II; 7'-6'x39' Y`1 INSIDE DIM: 15'-2"x39'-6''-4" z DEPTH: 3',6'-0" DEPTH: 3'-2, 5-5" DEPTH: 3'-3',5'-1' DEPTH: 3-6, 7-11" DEPTH: 3'-6', 5'-4' DEPTH: 3'-3", 7'-11' DEPTH: 4'-9" DEPTH: 3'-8", 6'-4' > VOLUME: 14,000 GAL. VOLUME: 14,100 GAL VOLUME: 14,400 GAL VOLUME: 17,950 GAL VOLUME: 14,050 GAL VOLUME: 20,500 GAL VOLUME: 8500 GAL. VOLUME: 20,600 AREA: 448 SQ.FEET AREA: 447 SQ.FEET AREA: 531 SQ.FEET AREA: 496 SQ.FEET AREA: 466 SQ.FEET AREA: 559 SQ.FEET AREA: 282 SQ.FEET 1- z'•'�H;._:. r' o PERIMETER: 95 UN.FEET PERIMETER: 117 UN.FEET PERIMETER: 96 UN.FEET PERIMETER: 95 LIN.FEET PERIMETER: 95 UN.FEET PERIMETER: 101 UN.FEET PERIMETER: 104 UN.FEET AREA: 602 ;SQ.FEET C •c PERIMETER: 109 UN.FEET 0A - LU y N VALID ONLYto WET SEAL as1c�ol i°,QOFESC N N w FE302201� ¢ a m 3 J NO TE C- J DALLAS - 540 LUXOR SHALLOW - 578 LUXOR DEEP - 580 TAJ MAHAL SHALLOW - 376 TAJ MAHAL DEEP - 377 POOL DESIG CONFORMS TO THE FOLLOWING: w ANSI/NSII-3, 5, 7, 15 IAPMO RPORT ER 0298 INSIDE DIM: 15'-2"x41'-5' INSIDE DIM: 15'-1"x43'-7' INSIDE DIM: 15'-1"x43'-7' INSIDE DIM: 15'-0'x44'-0" INSIDE DIM: 15'-0"x44'-0" 2015 INTRNATIONAL BUILDING CODE REV DESCRIPTION DATE APRV DEPTH: 3'-3', 7'-11' DEPTH: 3'-8', 6'-4' DEPTH: 3'-8', 7'-10" DEPTH: 3'-4", 6'-4' DEPTH: 3'-4', 8'-0' 2015 INTRNATIONAL PLUMBING CODE z VOLUME: 20,500 GAL VOLUME: 19,000 GAL VOLUME' 22,000 GAL VOLUME: 18,000 GAL VOLUME: 20,000 GAL 2015 INTRNATIONAL RESIDENTIAL CODE c AREA: 585 SQ.FEET AREA: 658 SQ.FEET AREA: 658 SQ.FEET AREA: 560 SQ.FEET AREA: 560 SQ.FEET PERIMETER: 109 UN.FEET PERIMETER: 117 UN.FEET PERIMETER: 117 UN.FEET PERIMETER: 107 UN.FEET PERIMETER: 107 UN.FEET 2014 NA'IONAL ELECTRICAL CODE AE'CC/SAN JUAN POOLS 0 2015 INTRNATIONAL POOL & SPA CODE. 0 BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. 2302 LASSO LAN'4E LAKELAND, FLORIIDA 33801 S w (863) 666-3020) Date Cheokeai By Job No. N E MAY 2016 KVT 0113-18 a E N m Title ESIDENTIAL POOLS s 1 eof 2 of U U GENERAL CONSTRUCTION NOTES: POOL EQUIPMENT AND PROPERTIES POOL TIE DOWNS, (4) TPAVER ONCRETE FOOTER 1) -Pool installation shall be by a qualified and licensed (approved by Quantity Item Manufacturer OTAL local building department and San Juan pools) pool contractor. The * Inlet-Return 1 1/2" or 2" Hydro Air * 8,000# TEST UP TO 8000 GAL. POOL W/ 2 #4 REBAR installation shall conform to all state and local building codes, as 10-3300 WHT or Equal. 12,000# TEST FOR 12,000 GAL. ETC. 1 2„ BONDED W/ #8 COPPER well as tenants of any association with Jurisdiction. * ALL J-BOLTS SIMILAR TENSIL STRENGTH Inlet-Directional Flow Hayward MFG. Co. * BASED ON (4) TIE DOWNS 2) -Water supply and disposal shall be so arranged that there is no white cycolac "Hydro-stream" or Equal. cross connection with domestic service. with 1/2" hole, Model SP-1419-C POOL COPING GROUND GROUND WATER LEVEL WATER LEVEL '� " �• '• " 3) -Main drain cover to be certified as complient with ANSI/ASME A112.19.8M s Main Drain Anti-Entrapment Waterway ` • ' . . SLOPE 1/S PER FT MIN or a grate with a minimum open area of 144 sq. in. or as to local codes, Model 640-359X-V or Equal. securely fastened in place. ; * ---- LIFT RING ::... W Sump line Hayward MFG. Co. "':;:. LIFT CHAIN ATERLINE • 4) -Pool turnover shall be 12 hours maximum with cartridge filter and properly Model or Equal. i ` t ' :•..: COMPACTED FILL OR :.::":;� DEEPEN CONCRETE DECK AT 8" grounded approved pump (min. 1/2 hp per 50 GPM at 55 TDH.) Pool pump LIFT RING v i� "" ** TIE DOWNS BY 6 - t to be above ground with weather protective housing. i ;' ' ROCK CONNECT CHAIN EXT. >' " _ * FIBERGLASS ''' •;r :' , a ' Skimmer Hayward MFG. Co. WITH MIN. H.D. GALV, Model SP-1076 or Equal. Y POOL SHELL SAND LAYER M' '": ,'',�:, DEEPEN CONCRETE DECK AT BOLT & NUT 'c; 9/32" GRADE 80 H.D. GALV. 5 -All electric shall conform to N.E.C. No overhead wires shall ass within ":'' ;' p i .;.•' ,•.: TIE DOWNS BY 6 CHAIN EXTENSION 10 feet of pool. * Niche Light Assembly PVC SP607 Hayward MFG. Co. " "j• " ' p 9 y �"' H.D. GALV. CHAIN POOL SHELL "' POOL SHELL with 1" Conduit connection or Equal. FASTENED TO SELF i,^ .''�:: ' ''` ' "' SAND BACK FILL 2'-0" MIN, i - SAND BACK FILL ` ; COMPACTED BED FOR PAVERS 6) -Concrete shall be min. 2500 psi at 28 days. AT TIE DOWNS ''''`" FIBERGLASS SHELL Deck Slab to have 6x6, #10/10wwm or equal suspended in conc. * Light Assembly 100 watt, 12 volt American Products Co. w/ GALV. BOLT & "•;.• '. - Fibermesh conc. may be used in lieu of 6x6 10x10 wwm with Power Cord or LED light or Equal. NUT ' "'' '"` IN V ZONE, IF NOT IN ROCK """`'` " '' "i'`" SECURE CHAIN TO ANCHOR as allowed b local code. >- Y :. WITH H.D. GALV. U-CLAMP ,• 7) -Pool bottom to be placed in 4" min. sand or 3/8" max dia stone. * Quantities Specified at Construction TYPICAL DETAIL t , m o SAND BACKFILL 8) -Hydrostatic pressures: design assumes pool is full at all times, with any NOT TO SCALE WIRE BRUSH CLEAN & APPLY 3 6" MIN PREFABRICATED CONC. BLOCK required hold downs and reinforcing by others. PEA GRAVEL OPTIONAL PEA GRAVEL OPTIONAL COATS COLD GALV. COMPOUND g) -Hydrostatic relief valve not credited for more that 2 feet of the 12" SIZE PER SCHEDULE w/ #5 TO MIN. 3 MIL FILM THICKNESS (12" MIN FOR REBAR ® 6" O.C. BOTH WAYS PRIOR TO INSTALLATION difference of head between pool bottom and floor criteria level, COMPACTED FILL OR & H.D. GALV. THREADED SCREW ANCHOR EXPANSIVE SOILS use where code requires. p ROCK ** J-BOLT HOOKED UNDER STEEL 48" x 5/8" ROD MIN. MAT. CHAIN FASTENED TO 10) -Pool shall bear on undisturbed soil, free of peat, muck or other Typical properties of a REINFORCED FIBERGLASS pool: J-BOLT w/ H.D. GALV. NUT 6" DISC MIN. deleterious material of any significant amount. 11) -Backfill shall have bearing value greater that 60 PSF with Vertical Barcol hardness of 30 mil gel coat 40 - 50 OPTIONAL WALL SECTION angle of Repose. Bock-fill material must not contain rocks that could Glass content by weight 27% TIE DOWN SECTION TIE DOWN SECTION damage pool walls. Back-fill shall be installed and compacted in lifts Tensile strength, PSI at 77 F 19,500 r to match water level in pool and not deform pool. Tensile elongation 1 - 2% NOT TO SCALE NOT TO SCALE NOT TO SCALE Flexural strength, PSI at 77 F 23,800 - 27,600 12) -Steps or ladders shall be provided at each end of pool per code. Flexural modulus, PSI x 10 at 77 F 0.72 - 0.77 Izod Impact FT-LBS/Inch of notch 5.9 13) -Pool ladders shall be corrosion resistant with non-slip treads. Hand Compressive strength, PSI 25,000 to 38,000 rails and ladders shall have No. 8 solid copper grounds and Solidly Typical thickness inches 3/8" imbedded anchors. CO 14) -Steps, treads and risers shall conform to local codes when MAXIMUM ANCHOR PULL PER 1000# 0 different then that shown. 15) -Therapy seats, where installed, shall be recessed in to the sides of ** DEPTH OF ANCHOR SIZE LIP ^ such pool not more than 20 inches below water level, and in such a BURIED FEET " " " ' POOL DECK 6„ manner as to clearly distinguish such underwater obstructions from 1 6 x 16 x 6 2 X 2 x 8 2.5 x 2.5 x 10 3 X 3 x 1 pool areas in to which persons may dive. 4 2.0 3.4 4.7 6.2 WATER LINE 16) -Swimming pool skimmer(s) shall have deck openings. 5 3.0 5.0 6.7 8.6 17) -Electrical hook-up of pool equipment, rails, boxes, etc and grounding 6 4.4 6.8 9.0 11.5 4" CONC. SLAB W 6x6 10 1 OWWM-/ of deck steel shall be in accordance with the National Electrical 7 6.0 9.0 11.7 14,8 OR FIBERMESH W(1 8 SOLID COPPER „ Code and all applicable state and local building codes by a licensed 2500 PSI CONCR T MIN. OPTIONAL 6 TILE electrical contractor. 8 8.2 11.8 15.0 18.7 3/8" FIBERGLASS POOL SHELL 18) -Install 12 volt light. When allowed by local code. Higher voltage shall be GFI 9 10.6 15.0 18.7 23.0 protected per NEC. At Installers option LED or Fiberoptic Lighting may be used. PLACE CONCRETE DECK ABOVE AND 19) -if the slope from shallow end to deep end is more than 1:7 BELOW POOL 45' SHOVEL CUT a safety rope shall be provided when required. 20) -Supports and steps shall be properly reinforced and of sufficient ALTERNATE COPING DETAIL structural strength to safely carry all anticipated loads. NOT TO SCALE 21) -All pipe to be PVC schedule40 suitable for potable water, or to local code. 22) -Direct suction pipes from the pool shall have Secondary Reliefs. 23) -Max. velocity in pressure piping to be 10' per second. SKIMMER 24) -Max. velocity in suction piping to be 8' per second. SKIMMER SFF NO SEE NOTE *3'-\SEE NOTE '3'� �S SKIMMER 0-100PSI TO POOL W/ EQUALIZER PRESSURE / GAUGE ?a ANTI-VORTEX VENT MAIN DRAIN ATMOSPHERIC VENT/ ti ELECTRIC 0-10OPSI RETURN LINES 2 PANELPRESSURE SCH 40 PVC WATERPROOF DISCONNECT \ TO POOL GAUGE RETURN LINES SWITCH PUMP MOTOR ABOVE FILTER SEE NOTE '1' SFF 1-1/2" VENT PIPING TIME CLOCK GROUND W/ WEATHER / SCH 40 PVC SVRS NOJ� PROTECTIVE HOUSING VENT�� / HOSE 1 1/2" DIA REQ'D ANTI-VORTEX BIBB ` ?° MAIN DRAIN MANUAL MOTOR- RETURN LINES 'y \\ 2 TO POOL / STARTER SWITCH ^ ' 0-100PSI / SEE NOTE 1' PRESSURE N0. 12 MIN. THW BOND WIRE SCH 40 PVC GAUGE 1 1/2" DIA REQ'D RECIRCULATION PUMP FILTER W/ HAIR & LINT ?° ANTi-VORTEX 3-N0. 12 IN 3/4" SCH 40 PVC STRAINER VENT-� / MAIN DRAIN IN POOL AREA HOSE ? / BIBB ` RETURN LINES (1) ATMOSPHERIC VENT CONNECTED TO BRANCH LINE ELECTRICAL DIAGRAM SV RS 7�i1,�J�r CH 40 PVC OPTION 1 1/2" DIA REQ'D BETWEEN 30" AND 48" BELOW WATERLINE NTS RECIRCULATION PUMP NON-MAIN DRAIN OPTION NTS W/ HAIR & LINT NTS NOTES: FILTER STRAINER ,i (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. HOSE NOTES: MINIMUM SEPARATION OF LINES ENTERING POOL SHALL BE 10 FT. BIBB ` ?° (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN \\ MINIMUM SEPARATION OF LINES ENTERING POOL SHALL BE 10 FT. TO 18" FROM EQUIPMENT. (2) SUMP LINE (WHEN REQ'D) TO BE 2' SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. RECIRCULATION PUMP TO 18" FROM EQUIPMENT. (4) SKIMMER AND MAIN DRAIN MUST BE PLUMBED TOGETHER WITH A COMMON UNE TO THE PUMP. W/ HAIR & LINT m SKIMMER AND MAIN DRAIN MUST NOT BE VALVED SEPARATELY. STRAINER (5) POOL MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. (6) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. N 2 MAIN DRAINS W/ VENT OPTION ; AS REQ'D NTS O Z NOTES: N EDGE OF WATER TO EDGE OF DECK hQ' � (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. Co 3' MIN MINIMUM SEPARATION OF LINES ENTERING POOL SHALL BE 10 FT. „ (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN ti Li a N OPTIONAL COATi IG ky TO 18" FROM EQUIPMENT. u7 � Ii,3 1.900" OD STAINLESS 0 STEEL TUBING 5" 1.900 O.D. STAINLESS I (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. 01 f f STEEL TUBE VALID ONL 4 DECK W/6X6,1OX10 MESH (4) MAIN DRAIN LOCATED NEAR DEEPEST PART OF THE POOL. NI FFAS REQ'D OR FIBERMESH W/ #8 SOLID (5) POOL MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. WET SEAL r COPPER 2500 PSI IONCRETE MIN. 8„ E (6) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. �O�•�-�+ w CEB� Sv'. - LOP AT 1/4' PER FOOT Q 2 ZD DECKN GRADE I _ �/ a HOLD HAND RAIL DECK WEDGE ANCHOR OVER 1ST STEP j WATER LINE STD. 4" co -C:) SLAB +• EDGE �WATER LEVELF ,: L �. •. ,,. .:... ' 6-1/2" NOTES: ANCHOR (TYP) WATER LEVEL i' `' ' FOR CLAY OPTIONAL 6" TILE ADOB PLACE CONCRETE DECK ABOVE AND SLIP RESISTANT c 8" 4" ONLYE SOILfIITE OR LIGHT PASTEL & IRRIDUM COLORS POOL DESIGN CONFORMS TO THE FOLLOWING: N BELOW POOL WALL LIP W/ 45' SHOVEL CUT SURFACE Uj #8 GROUND WIRE PLACE CONCRETE DECK ABOVE AND MANUFACTURER STIFFENED AND ANSI/NSPI-3, 5, 7, 15 RUN 10" MIN. PLACE CONCRETE DECK ABOVE AND BELOW POOL WALL LIP W/ 45' SHOVEL CUT REINFORCED FIBERGLASS POOL IAPMO REPORT ER 0298 REV DESCRIPTION DATE APRV ry RISER 12" MAX BELOW POOL WALL LIP W/ 45' SHOVEL CUT 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL PLUMBING CODE t8 WIRE GROUND BOND TO 12" MIN CLEAN SAND 1 2015 INTERNATIONAL RESIDENTIAL CODE AECC/SAN JUAN POOLS # AROUND ENTIRE SHELL 2014 NATIONAL ELECTRICAL CODE N NEAREST STRUCTURAL STEEL. SLIP RESISTANT FOR EXPANSIVE SOILS 2015 INTERNATIONAL POOL & SPA CODE. a TREADS FIBERGLASS POOL WALL WORST CASE SENARIO BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. /\\" 2302 LASSO LANE LAKELAND, FLORIDA 33801 N CLEAN COMPACTED FILL RUBBER BUMPER (863) 666-3020 w� E Date Checked 8y Job No. STEP HANDRAIL SECTION NOT TO SCALE LADDER SECTION WALL To ECTION MAY 2016 KVT 0113-18 SCALE NOT TO SCALE TZta SPECIFICATIONS/DETAILS s2eof 2 o, O Q U_ U PATIO POOLS SPAS WALL SECTION 8' 8'-10" 6 61-1011 a8' 81-1" 71-311 LL 0 R �1— (b SEDONA - 675 PARADISE - 090 FORT MYERS - 075 COVE - 6SQ HAVEN - 60CT LIDO - 7SQ ISLE - 8RD DIAMOND - 8DIA GRANDE - 80CT SARASOTA - 9R INSIDE DIM: 8'-0"x14'-0" INSIDE DIM: 9'-11"x14'-9" INSIDE DIM: 7'x15' WEIGHT: 225 LBS WEIGHT: 310 LBS WEIGHT: LBS WEIGHT: 240 LBS WEIGHT: 300 LBS AREA: 42 SQ FT WEIGHT: 260 LBS WEIGHT: 390 LBS DEPTH: 3'-6" DEPTH: 3'-8 4'-6" DEPTH: 4'-0" AREA: 26 SQ FT AREA: 52.5 SQ FT AREA: 30 SQ FT AREA: 39 SQ FT AREA: 44 SQ FT AREA: 54 SQ FT VOLUME: 2,750 GAL. VOLUME: 2950 GAL. VOLUME: 2650 GAL. PERIMETER: 21 FT PERIMETER: 20 FT PERIMETER: 29.5 FT PERIMETER: 24 FT PERIMETER: 36 FT AREA: 98 SQ.FEET AREA: 107 SQ.FEET AREA: 95 SQ.FEET VOLUME: 300 GAL VOLUME: 400 GAL VOLUME: 450 GAL PERIMETER: 24 FT PERIMETER: 26 FT VOLUME: 350 GAL VOLUME: 500 GAL VOLUME: 550 GAL VOLUME: 750 GAL PERIMETER: 39 LIN.FEET PERIMETER: 40 LIN.FEET PERIMETER: 38 LIN.FEET L GROUND V ' - 2'-11" 3' 3' 3' 3'-2" -j i 3'-7" 2'-11" 10'-6" 12' 10'-3" Q - 10' 91 81-4,1 7' 8' CHAMPAGNE - 747 MARGARITA - 746 ROYALE - 10K NASSAU - 10KL CHARLOTTE - 12K WEIGHT: LFS WEIGHT: LBS WEIGHT: 320 LBS WEIGHT: 360 LBS WEIGHT: LBS AREA: 79 SQ FT AREA: 64 SQ FT AREA: 43 SQ FT AREA: 51 SQ FT AREA: 85 SQ FT PERIMETER: 28 FT PERIMETER: 36 FT PERIMETER: 26 FT PERIMETER: 28 FT PERIMETER: 30 FT VOLUME: 880 GAL VOLUME: 700 GAL VOLUME: 700 GAL VOLUME: 750 GAL VOLUME: 950 GAL LAKESIDE 085 CRYSTAL SPRINGS 105 CRYSTAL REEF - 727 INSIDE DIM: 8—3 x16—3 INSIDE DIM: 10—3 x16—3 INSIDE DIM: 12—8"x16—4 DEPTH: 4'-4" DEPTH: 4'-2",5'-0" DEPTH: 5'-2" �---� r---� 3'-10" 4' 3'-1" 3'-511 -`'-----L--- VOLUME: 3200 GAL. VOLUME: 3900 GAL. VOLUME: 4300 GAL. AREA: 119 SQ.FEET AREA: 119 SQ.FEET AREA: 147 SQ.FEET PERIMETER: 42 LIN.FEET PERIMETER: 45' LIN.FEET PERIMETER: 46 LIN.FEET 31-211 - - 201-111 - 15'-6" 18'-2" 13'-5" 10'-10" 11' MONTREAL - 730 VANCOUVER - 734 SYDNEY - 740 WEIGHT: 550 LBS WEIGHT: 750 LBS WEIGHT: LBS AREA: 99 SQ FT AREA: 120 SQ FT AREA: 151 SQ FT PERIMETER: 39 FT PERIMETER: 46 FT CRYSTAL BEACH - 728 CYBERLANE - 751 CRYSTAL COVE - 729 VOLUME: 2100 GAL VOLUME: 2050 GAL PERIMETER: 50 FT VOLUME: 3550 GAL INSIDE DIM: 12'-8"x16'-4" INSIDE DIM: 8'-6"x17' INSIDE DIM: 10'-11"x17'-11" DEPTH: 5'-2" DEPTH: 4'-9" DEPTH: 5'-0" ----- VOLUME: 4000 GAL. VOLUME: 3400 GAL. VOLUME: 3300 GAL. r ` I AREA: 147 SQ.FEET AREA: 120 SQ.FEET AREA: 141 SQ.FEET 3'-9" 3'-9" PERIMETER: 46 LIN.FEET PERIMETER: 51 LIN.FEET PERIMETER: 47 LIN.FEET 3'-4" DECKS . m 14'-4" i to N V� Lel. w > WALL SECTION ��F O tom,.NP e LFC� FES..to N N FE3022018 16'-0" o � N a NOTES: J POOL/SPA DESIGN CONFORMS TO THE FOLLOWING: ANSI/NSPI-3, 5, 7, 15 IAPMO REPORTER 0298 " L CANYON LAKE - 160 CYBERLANE - 750 2015 INTERNATIONAL BUILDING CODE. REV DESCRIPTION DATE APRV INSIDE DIM: 10'-0"x19'-0" INSIDE DIM: 7'-6"x22' 2015 INTERNATIONAL RESIDENTIAL CODE. z DEPTH: 3'-6" DEPTH: 4'-9" 2015 UNIFORM PLUMBING CODE VOLUME: 3,500 GAL. VOLUME: 4240 GAL. NATIONAL ELECTRIC CODE 2014 EDITION. FUN DECK 444 AECC/SAN JUAN POOLS AREA: 144 SQ.FEET AREA: 159 SQ.FEET - 2015 INTERNATIONAL POOL & SPA CODE. NPERIMETER: 54 LIN.FEET PERIMETER: 70 LIN.FEET WEIGHT: 1000 LBS 0 AREA: 172 SQ FT BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. PERIMETER: 56 FT 2302 LASSO LANE VOLUME: 1435 GAL LAKELANDGROUNDLEVELI 1'-6" —� (8 3) 666-30201DA 33801 I r- 3,_4„ 1 Ddte CheokeaC By Job No. E 1 MAY 2016 KVT 0113-18 Title Sheet 3 o, PATIO POOLS / SPAS / DECKS 1 of 2 0 Q U U' SKIMMER GENERAL CONSTRUCTION NOTES: SEE NOTE '3'-\ 1) —Spa installation shall be by a qualified and licensed (approved by local building department and San Juan pools) pool contractor. The installation shall conform to all state and local building codes, as well as tenants of any association with Jurisdiction. 2) —This drawing is prepared for below ground installation on level sites only. For partially or completely above ground installation, sloping sites, near foundations or other special circumstrances, other engineering analysis 'L and details are required. SKIMMER SEE NOTE '3'� 3) —Water supply and disposal shall be so arranged that there is no SFF,I, cross connection with domestic service. 0-1 ooPSI ANTI—VORTEX PRESSURE TO POOL MAIN DRAIN 4) —Main drain cover to be certified as complient with ANSI/ASME MAIN DRAIN GAUGE �� A112.19.8M-1987 securely fastened in place. TO POOL 0-10OPSI 5) —Filtration systems„ components and equipment shall comply with the latest PRESSURE VENT revision of ANSI/APSP-7 2009. GAUGE ?' -ANTI—VORTEX g) —Entire spa water capacity shall have designed turn over capacity of VENT / MAIN DRAIN RETURN LINES at least once per hour, based on the manufacturer's specified rate of the filter —� / SCH 4o PVC in a clean media condition of the filter. RETURN LINES (1) FILTER ,1,RETURN LINES SEE NOTE SCH 40 PVC SCH 40 PVC" � SVRS 7) —All electric shall conform to N.E.C. No overhead high tension wires shall pass 1 1/2" DIA REQ'D HOSE 1 1/2 DIA REQ'D within 20 feet of spa or feed wires within 10 feet of spa. BIBB ?' 8) —Concrete shall be 2500 psi at 28 days. Spa bottom to be placed in FILTER 4" Min. of sand or 3/8" max. dia. stone. Conc. Slab to have 6x6, #10/10wwm HOSE suspended in concrete and #8 solid copper. \ RECIRCULATION PUMP Sy11s OPTION \ W/ HAIR & LINT 9) —Install 12 volt light. When allowed by local code. Higher voltage shall be GFI STRAINER NTS protected per NEC. At Installers option LED or Fiberoptic Lighting may be used. RECIRCULATION PUMP NOTES: 10) —Supports and steps shall be properly reinforced and of sufficient W HAIR & LINT STRAINER (1) AT LEAST ONE RETURN UNE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. structural strength to safely carry all anticipated loads. MINIMUM SEPARATION OF LINES ENTERING SPA SHALL BE 10 FT. 11) —All pipe to be PVC schedule40 suitable for potable water or equivalent, (2) SUMP LINE (WHEN REQ'D) TO BE 6" SUMPLINE 2" MIN. SCH. 40 PVC FROM 4 CUBIC FOOT or per local code. 2 MAIN DRAINS OPTION GRAVEL BED BENEATH MAIN DRAIN TO 18" FROM EQUIPMENT. NTS (3) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. 12) —Max. velocity in pressure piping to be 8' per second. MAIN DRAINS CAN NOT BE VALVED SEPARATELY. 13) —Max. velocity in suction piping to be 6' per second. NOTES: (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. 14) —A disconnect switch shall be accessible, located within sight of spa and MINIMUM SEPARATION OF LINES ENTERING SPA. shall be located at least five feet (5') horizontally from the inside walls (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN of the spa. TO 18" FROM EQUIPMENT. (3) MAIN DRAIN LOCATED NEAR DEEPEST PART OF THE SPA ON WALL 4" TO 6" OFF FLOOR. (4) SPA MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. (5) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. MAIN DRAINS CAN NOT BE VALVED SEPARATELY. N0. 12 MI?'. THW BOND WIRE SKIMMER ELECTRIC PANEL WATERPROOF DISCONNECT SWITCH AIR COMPRESSOR (OPTIONAL) Typical properties of a REINFORCED FIBERGLASS spa: GROUND AND PUMP WEATHER OTOR ABOVE yp• P P p �TIME CLOCK PROTECTIVE OUS NG 0-100PSI Barcol hardness of 30 mil gel coat 40 — 50 MANUAL MOTOR PRESSURE TO POOL Glass content by weight 27% STARTER SWITCH GAUGE Tensile strength, PSI at 77 F 19,500 NO. 12 MIN. THW BOND WIRE Tensile elongation 1 — 2% Flexural strength, PSI at 77 F 23,800 — 27,600 3—NO. 12 IN 3/4" SCH 40 PVC VENT / Flexural modulus, PSI x 10 at 77 F 0.72 — 0.77 IN POOL AREA 'L Izod Impact FT—LBS/Inch of notch 5.9 RETURN LINES?". Compressive strength, PSI 25,000 to 38,000 SEE NOTE '1' Typical thickness inches 3/8" SCH 40 PVC ELECTRICAL DIAGRAM FILTER 1 1/2" DIA REQ'D NTS HOSE BIBB ` ?' NOTES: \\ (1) GROUND ALL BOXES, MOTERS, GRAB RAILS, METAL WALLS, ETC. WITH NO. 8 SOLID BOND WIRED. RECIRCULATION PUMP (2) WATERPROOF DISCONNECT SHALL BE ACCESSIBLE, LOCATED WITHIN SIGHT OF THE SPA AND SHALL W/ HAIR & LINT BE AT LEAST 5 FT HORIZONTALLY FROM THE INSIDE WALLS OF THE SPA. STRAINER (3) SPA LIGHT TO BE GFI PROTECTED WITH 12V TRANSFORMER TO LOW VOLTAGE LIGHTING. NON-MAIN DRAIN OPTION NTS NOTES: (1) RETURN INLETS AND SUCTION OUTLETS SHALL BE PROVIDED AND ARRANGED TO PROVIDE A UNIFORM CIRCULATION OF WATER AND MAINTAIN A UNIFORM SANITIZER RESIDUAL THROUGHOUT THE ENTIRE SPA. 3' MIN. CO'� m C NOP ZONAL COATING m N e; .1 W w FIBERGLASS SHELL SHALL HAVE MIN. 5/8" THICKNESS ® ABOVE 4'DECK W/6X6 10X10 WIRE MESH GROUND RETAINING POTION OR SSI 12500 pgl CONCRETE 3-1/2 HAND HOLD EDGE POURED IN PLACE WITH DECK y z OF SHELL 1-0 SOLD COPPER BOND AROUPD ENTIRE 910 VALID ONL N0�10fl1 a PERLE70 1s'To 24•FROM WATERS EOCE WET SEAL 2x2 WOOD STRUTS 7 1/4" MIN. (3) STRUTS ON LONG SIDES SLOPE AT 1/4' PER FOOT LIP aFESs � a (2) STRUTS ON SHORT SIDES GRADE CN N CONC. FOOTING (TURNDOWN) ' ' , ' ,' POOL DECK 6" `t WATERLINE & SLAB W/ 2 #4 REBAR �t WATER LINE `` WATER LINE a 25 18" 9 7 8' MIN. PAVERS g" OPTIONAL 6" TILE MAX. / FOOTER AS REQ'D 4" DECK W/ 6X6 1OX10 WIRE MESH 42" SLOPE 1/8" PER FT MIN 1—#5 CONT. or —WHITE OR LIGHT PASTEL OR IRRIDUM COLORS OR FIBERMESH 2500 PSI CONCRETE MIN NOTES: 2—#3 CONT. 1—#8 SOLID COPPER BOND AROUND ENTIRE ' MANUFACTURER STIFFENED AND PERIMETER 18" TO 24" FROM WATERS EDGE OPTIONAL 6" TILE POOL DESIGN CONFORMS TO THE FOLLOWING: 8 REINFORCED FIBER GLASS SPA FIBERGLASS REINFORCED SPA SHELL ANSI/NSPI-3, 5, 7, 15 PLACE CONCRETE DECK ABOVE AND IAPMO REPORT ER 0298 BELOW POOL WALL LIP W/ 45' SHOVEL CUT PLACE CONCRETE DECK ABOVE AND 2015 INTERNATIONAL BUILDING CODE. FIBERGLASS SHELL ;:•�.i;'- BELOW POOL 45' SHOVEL CUT 2015 INTERNATIONAL RESIDENTIAL CODE.2015 REV DESCRIPTION DATE APRV A 1, NATIONAL UNIFORM CPLUMBING CODE 20114 EDITION. s Y' 2015 INTERNATIONAL POOL & SPA CODE. AECC/SAN JUAN POOLS U ALTERNATE COPING DETAIL SAND BACKFILL 6" MIN NOTE: APPLIES TO SEDONA POOL BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. (12 MIN FOR & CANYON LAKE POOL ONLY CLEAN COMPACTED FILL NOT TO SCALE 2302 LASSO LANE EXPANSIVE SOILS) LAKELAND, FLORIDA 33801 (941) 666-3020 RAISED BEAM WALL SECTION WALL SECTION ID NOT TO SCALE NOT TO SCALE Date Checkred By Job No. EI MAY 2016 KVT 0113-18 �' Title Sheet 0, RESIDENTIAL SPAS 2 of 2 o 0 Q U