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PMT17-01842
City of Menifee Permit No.: PMT17-01842 29714 HAUN RD. Type: Pool/Spa-Residential �ACCELA> MENIFEE,CA 92586 MENIFEE Date Issued: 06/12/2017 PERMIT Site Address: 31214 DURHAM DR, MENIFEE, CA 92584 Parcel Number: 372-481-015 Construction Cost: $35,000.00 Existing Use: Proposed Use: Description of INGROUND FIBERGLASS POOL&SPA 450 SQ FT Work: Owner Contractor ANTHONY MAZZA QUALITY FIBERGLASS POOLS 31214 DURHAM DR 32497 HWY74 MENIFEE, CA 92584 HEMET, CA 92545 Applicant Phone: 9519266D60 ERIC BENSON License Number: 361530 QUALITY FIBERGLASS POOLS 32497 HWY 74 HEMET,CA 92545 Fee Description QtV Amount f51 Swimming Pool/In-Ground Spa 1 467.00 Building Permit Issuance 1 27.00 GREEN FEE 1 2.00 SMIP RESIDENTIAL 1 5.00 General Plan Maintenance Fee-Electrical 1 23.35 $524.35 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Perrnit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full force and effect. the following reason: License Class Cs License No. 6�1..!�3 U By my signature below I acknowledge that,except for my personal residence Expires lw Signature hich I must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by ❑I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application Is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which this permit is Issued. www.le info.ca.gov/calaw.htmI. Policy# Date C6 , ❑I have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which D By my signature below 1 certify to each of the fallowing:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct.I agree to comply Carrier MSC. CJ with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy# Expires 4hq enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT ❑I certify that in the performance of the work for which this permit Is Issued, I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall forthwit mply with those provisions. — - Will the applicant or future building occupant handle hazardous material or a Applicant Date to/ mixture containing a hazardous material equal to or greater that the lZ�ll� —r—!! amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes �rMo UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the Intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines CONSTRUCTION LENDING AGENCY ❑Yes 1 No I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is Issued outer boundary of a school? (Section 3097 Civil Code) ❑Yes kyNo OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD permitting checklist.I understand my requirements under the State of I hereby affirm under penalty of perjury that 1 am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous material reporting. checkmark(s)I have placed next to the applicable Rem(s)(Section 7031.5 Yes /� Business and Professions Code).Any city or county that requires a permit to � � �'�ateJo `> construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(RRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their ❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.er)a.gov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-4244LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the Improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project because: D 1,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. SAFETYBUILDING & PERMIT/PLAN • • • • • Menifee DATE PERMIT/PLAN CHECK NUMBER I 1 TYPE: O COMMERCIAL 'RESIDENTIAL O MULTI-FAMILY 0 MOBILE HOME POOL/SPA O SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL O NEW //O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK PROJECTADDRESS ASSESSOR'S PARCEL NUMBER 3�p1 ;•{-B��0IS LOT 10"'t TRACT 'J! aX OWNER NAME T- ADDRESS [ZIL,( 6LA—hkfM, Or- AL&-i,l (t �,684 PHONE q'r) 752 -���� EMAIL APPLICANT NAME :z I {". , ADDRESS Z4 (-r/4' i - G4- 4 Sv PHONE (q.51) ciZ6-1 EMAIL CONTRACTOR'S NAME ,q tr ,6•C �c.. �G';} l OWNER BUILDER? O YES,'ti}�/ NO BUSINESS NAME y.�• { //•l ADDRESS / �{•Lt/ G(/✓u `F- VT c1� PHONE lrl�(� �7,6 -j/, / EMAIL CONTRACTOR'S STATE LIC NUMBER 1-7 LICENSE CLASSIFICATION LS VALUATION$ 15 SO FT 1.150 L SQ FT _ T APPLICANT'S SIGNATURES - DATE DEPARTMENT DISTRIBUTION OQ �� CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP INVOICE �j a PAID AMOUNT AMOUNT ✓ . O 0CASH 0CHECK# CREDIT CARD VISA/MC PLAN CHECK FEES PAID AMOUNT 0 CASH O CHECKN O CREDITCARD VIWMC OWNER BUILDER VERIFIED 0 YES O NO DL NUMBER NOTARIZED LETTER 0 YES 0 NO City of Menifee Building &Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 tICC EVALUATION • r -ly Accepted and Trusted c c SERVICE Report 1 J ICC-ES 1 :00 r11/2015 This report is subject to renewal 11/2017. DIVISION: 13 00 00—SPECIAL CONSTRUCTION SECTION: 13 11 13—BELOW-GRADE SWIMMING POOLS City of Menifee Building & Safety Dept. _IUN 12 2017 REPORT HOLDER: Received CITY OF MENIFEE Lq THAM POOL PRODUCTS, INC. dba VIKING POOLS BUILDING AND SAFETY DEPARTMENt76 VIKING DRIVE JANE LEW, WEST VIRGINIA 26378 PLAN APPROVAL REVIEWED BY EJECT: �r VIKING, TRILOGY, AO UE HAWAIIAN FIBERGLASS d.✓�1 p $W1W MiI%oROOL AND SPA SHELLS ` 'kpproval of these plans shall not be mnstr approval of,any violation of any provisions of the federal,state or city regulations and ordinances. This set of approved plans must be kept on the jcbsi!e until Completion. I Ice ICC ICC Look for the trusted marks of Conformityl "2014 Recipient of Prestigious Western States Seismic Policy Council _=21 (WSSPC)Award in Excellence" A Subsidiary of CODECoaecic ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a l recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied as to arty finding or other matter in this report, or as to any product covered by the report. '+ «. Copyright© 2015 ICC Evaluation Service, LLC. All rights reserved. a EVALUATION e SERVICE ICC-ES Evaluation Report ESR-2014 Reissued November 2015 This report is subject to renewal November 2017. www.icc-es.orq I (800) 423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION: 13 00 00—SPECIAL CONSTRUCTION for models that are permitted to be installed up to Section: 1311 13—Below-Grade Swimming Pools 19%inches(495 mm)above ground. REPORT HOLDER: Notice: The pool and spa shells are designed to remain full of water at all times. The shell may be damaged if the LATHAM POOL PRODUCTS,INC.dba VIKING POOLS Water level is allowed to drop below the skimmer. When appreciable drawdown is noticed or if it becomes 176 VIKING DRIVE 176 KINGLEW,WEST VIRGINIA 26378 necessary to drain the pool or spa, contact Viking Pools, JAN(304)884-6954 LLC, or its dealers for instructions. www.Latham.com 3.2 Aboveground Pools and Spas: Models intended for installation up to 191/2 inches EVALUATION SUBJECT: (495 mm) above ground, listed in Table 3, have vertical supports consisting of 1-inch-by-l'/2-inch-by-36-inch-long VIKING, TRILOGY, AND BLUE HAWAIIAN FIBERGLASS (25 mm by 38 mm by 914 mm), Douglas fir, No. 2 wood SWIMMING POOL AND SPA SHELLS members encapsulated in the FRP process at 41/2-foot (13372 mm) intervals. 1.0 EVALUATION SCOPE 4.0 INSTALLATION Compliance with the following codes: 4.1 General: ■ 2012 and 2009 International Building Code®(IBC) The swimming pool and spa shells must be permanently ■ 2012 and 2009 Intemational Residential Code®(IRC) installed in-ground or, in the case of the models shown in ■ 1997 Uniform Building Code'*'(UBC) Table 3, up to 191h inches (495 mm) above ground. All plumbing and electrical installations must comply with the ■ 2012 and 2009 Intemational Plumbing Code(I PC) relevant codes in effect at the construction site at the time ■ 2006 IAPMO Uniform Plumbing Code(IAPMO UPC) of construction. ■ 2013 Abu Dhabi International Building Code(ADIBC)t Subject to the code official's approval, the pool or spa shells may be installed without a soil investigation by a tThe ADIBC is based on the 2009 MC.2009 IBC code sections referenced registered design professional, provided none of the in this report are the same sections in the ADIBC. following conditions Is encountered at the site: Properties evaluated: 1. The existence of groundwater within the excavation, ■ Physical properties where the pool or spa floor will contact the soil at the ■ Durability time of installation. 2.0 USES 2. The existence of an uncompacted fill in contact with any portion of the pool or spa shell. The fiberglass pool and spa shells are for recreational use 3. The existence of any expansive-type soils. as swimming pools or spas in residential applications with water circulated through a filter in a closed system. The 4. The existence of any soil types with an angle of pools comply with ANSI/NSPI-5 as Type O or Type I pools, repose that will not support the walls of the excavation and IAPMO PS 1-2000a,specified in the IAPMO UPC.The at desired slopes. spas comply with ANSI/NSPI-3 and ANSI Z 124.7. 5. Danger to adjacent structures posed by the proposed 3.0 DESCRIPTION pool or spa location. 3.1 General: If any of the above conditions is encountered, excavation must cease immediately. The specified conditions at The fiberglass pool and spa shells consist of one-piece the site must then be reviewed, and recommendations fiberglass construction shop- formed over a mold. The made, by a registered design professional. The code material is minimum '/4-inch-thick (6.4 mm), fiberglass- official must approve the registered design professional's reinforced plastic (FRP), composed of isophtalic resin, recommendations; subject to the code official's approval, vinylester resin, fiberglass, and ceramic. The surface finish pools and spas may be installed in expansive-type soils in is a neopentyl glycol gel coat. accordance with Section 4.2 before work is resumed. The overall dimensions, depths and capacities are The pool or spa excavation profile must coincide with the shown in Table 1 for pools, Table 2 for spas and Table 3 contours of the pool or spa. The overexcavation must be !CC-ES Evaluation Reports are net to be conetrued av representing aesthetics or airy other attributes not speciiriwlly addressed,nor are they to be construed as an endorsement ofthe.mbject ofthe report or a recommendation for as ace.There is no u orronty by XC Evaluation Service,LLC,express or implied,as .. 1 to anyfinding or other matter in this report,or as to any product covered by the report .J,..acc Copyrighl020151CC Evaluation Service,I.I.C. All tights reserved. Page 1 of 5 ESR-2014 I Most Widely Accepted and Trusted Page 2 of 5 approximately 6 to 24 inches(152 to 610 mm)on the sides those codes listed in Section 1.0 of this report, subject to and ends. The overexcavation at the pool bottom must be the following conditions: a minimum of 3 inches(76 mm).The backfill for the pool or 5.1 The pool and spa shells must be constructed and spa bottom must consist of a layer of bedding sand formed installed in accordance with this report and the to match the pool or spa profile. This sand layer must be manufacturer's published installation instructions. In compacted using a manual tamper and water. The pool or the event of conflict,this report governs. spa shell must sit firmly on the sand and be within 1 inch (25.4 mm)of level.Simultaneous waterfill and sand backfill 5.2 Electrical and plumbing installations must comply with operations must then commence. The sand must be the relevant codes in effect at the construction site at compacted with a tamper and water. The installer must the time of construction. ensure that the backfili level and water level are 5.3 Clearances of the pools and spas from slopes set approximately the same throughout the filling procedure. forth in IBC Section 1805.3, IRC Section R403.1.7 or After completion of the backfill, the bond beam and UBC Section 1805.3.3 must be observed. decking must be installed in accordance with the 5.4 A barrier must be installed in accordance with IBC manufacturer's published installation instructions, and Section 3109, IRC Section AG105, or UBC Appendix approved by the code official. Chapter 4,as applicable. 4.2 Expansive soils: 5.5 Slip resistance is outside the scope of this evaluation For installation of pools or spas in expansive soils, the report. Reports of slip resistance tests that following additional installation details must be followed demonstrate compliance with Section 8.1 of subject to the code official's approval: ANSI/NSPI-5 (2003) for swimming pools, or Sections 1. All surfaces adjacent to the pool or spas must be 5.4.1, 5.6.3.2 and 5.6.4.4 of ANSI/NSPI-3 (1999) for excavated to a depth of 12 inches (305 mm) beneath spas, shall be submitted for approval by the code the pool bottom and 6 inches (152 mm) behind the official. horizontal pool walls. 5.6 Diving equipment may only be installed on Type 1 2. Any soft or loose soils exposed by step 1 must be pools and must meet the minimum requirements of, removed until exposed material is solid. If the soil is and be installed in accordance with, Section 5.8 of ANSI/NSPI-5. still soft and loose, the upper 6 inches (152 mm) of all horizontal excavation surfaces must be scarified 5.7 Pools located in flood hazard areas established in and compacted with mechanical equipment The accordance with Table R301.2(1) of the IRC must compacted surfaces and the excavated wall surfaces comply with Sections AG101.2 and AG103.3 of the must be maintained in a moist condition until the first IRC. lift of backfill or fill is placed against the surface. The 5.8 Suction outlets must be designed and installed in term compaction implies any method necessary to accordance with IBC Section 3109.5 and IRC Section consolidate the native and fill materials to keep the AG106.1. pool or structure from settling. 5.9 The pool and spa shells are fabricated by Viking 3. The excavated bottom area of the pool or spa must Pools Inc. at their Williams, California; Midland, be backfilled with granular import material to Texas; Jane Lew, West Virginia; Rockingham, North approximately 6 inches(152 mm) below the bottom of Carolina; Fayetteville, Tennessee; Breaux Bridge, the pool or spa,wetted and compacted. Louisiana; Dix, Illinois; or the Zephyrhills, Florida, 4. The remaining 6 inches (152 mm) must be backfilled facilities, under a quality-control program with beneath the pool or spa and behind the pool walls inspections by ICC-ES. with clean sand and compact. The pool or spa must 6.0 EVIDENCE SUBMITTED be filled with water as backfilling progresses to a level equivalent to that of the backfill. The backfill must be Data in accordance with the ICC-ES Acceptance Criteria placed in compacted layers of approximately 6 inches for In-ground, Residential, Fiber-reinforced Plastic (152 mm) while a uniform height of backfill is Swimming Pools and Permanently Installed Plastic Spas maintained around the pool or spa. (AC274), dated December 2006 (editorially revised July 5. Positive surface drainage away from the perimeter of 2011). the pool and surrounding deck is required and critical 7.0 IDENTIFICATION to installations in highly expansive soils. Surface area The pool and spa shells are identified by the following drains and surface drainage swales or subdrains must information imprinted on the top step of the pool or spa be placed as needed to prevent ponding or saturation shell: manufacturer's name (Latham Pool Products, Inc. of the soil around the perimeter and vicinity of the dba Viking Pools) and address, pool or spa shell pool to prevent excessive shrink-swell or volume designation, a coded serial number and the evaluation changes in the soil. report number(ESR-2014). 4.3 Aboveground Pools and Spas: A permanent sign, bearing the following statement, must Models shown in Table 3 may be installed up to be attached to the pumping equipment: 191/2 inches (495 mm) above ground. These pool and spa Notice. The pool and spa shells are designed to remain shells may be placed with or without concrete or wood full of water at all times. The shell may be damaged if the decking. Unless the elevated external portions of the units water level is allowed to drop below the skimmer. When are protected from sunlight by soil berms, decking, etc., appreciable draw-down is noticed or if it becomes these portions must be coated with a UV-inhibiting opaque necessary to drain the pool or spa, contact Viking Pool or paint that is compatible with the laminate. its dealers for instructions. 5.0 CONDITIONS OF USE A permanent label must be attached adjacent to the The pool and spa shells described in this report comply above sign indicating the Viking Pools, LLC, distributer's with, or are suitable alternatives to what is specified in, name,address and telephone number. ESR-2014 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-POOLS SERIES LENGTH(ft-in) WIDTH(11-1n) MAX DEPTH(ft-in) CAPACITY(gal) POOL TYPE AC 39' 16, 6' 16,700 Type 0 AL 26' 12' S' 16,700 Type 0 AP 38' 16' 5110" 17,500 Type 0 ARU 22' 11' S' 5,200 Type 0 AT 40' 16, 8' 21,000 Type 1 B 25'5" 11'10" 4'6" 8,100 Type 0 BAR 38' 16' 7' 18,500 Type 0 BFF 257" 11,11" 6' 9,000 Type 0 BKD 23'11" 12'3" 5' 6,000 Type 0 BL 40' 11I10" 4'6" 14,000 Type 0 BN 40' 16' 8' 22,000 Type 1 BP 28' 15'8" 5'11" 17,000 Type 0 BPD 38' 15,8" 8' 20,000 Type 1 CA 31, 14' 6' 12,000 Type 0 CC 35' 16' 6'6" 14,000 Type 0 CD 33' 16' 5'5" 15,000 Type 0 CL 30' 14' 6' 12,500 Type 0 CM 23'11" 12'3" 5' 6,000 Type 0 CO 40' 16' 7' 18,000 Type 0 CID 31, 12' 5' 10,500 Type 0 CR 397' 1610" 8' 19,500 Type 1 CRBJ 4U 16' 7' 19,000 Type 0 CRBL 32' 14' 6' 12,000 Type 0 CRBM 28' 12' 5' 7,000 Type 0 CRDFJ 38, 16 7' 17,600 Type 0 CRDFL 31' 14' 6' 11,000 Type 0 CRDFM 24' 12' 5'6" 6,000 Type 0 CRDJ 40' 16' 7' 19,000 Type 0 CRDL 30' 14' 516" 10,000 Type 0 CRDM 25' 12' 5' 6,000 Type 0 CRSBJ 38' 16' 7' 19,000 Type 0 CRSBL 30, 14' 6' 11,300 Type 0 CRSBM 24' 12' 5'6" 6,700 Type 0 CRSGJ 34' 16' 66" 13,800 Type 0 CRSGL 30' 14' 6' 9,700 Type 0 CRSGM 23' 12' 5'6" 5,500 Type 0 CRSGS 20' 19 4'6" 3,400 Type 0 CRUD 26' 12' 4'7" 4,400 Type CRUJ 35' 16' 66" 11,600 Type 0 CRUL 30' 14' 6' 8,000 Type 0 CRUM 26' 12' 5' 5.300 Type 0 CRUS 20' 10, 4'6" 3,000 Type 0 CSA 34' 15' 6' 13,000 Type 0 FDM 30' 14' 6' 12,000 Type 0 FF 30' 1T9" 6' 12,000 Type FJI 34' 15, 6' 12,000 Type 0 FP 25' 12' 5'5" 6,000 Type 0 FSP 25' 12' 5'6" 8,700 Type 0 GB 33'9" 14'8" 6'6" 14,300 Type 0 GC 397" 15,10" 7'11" 19,600 Type 1 GS 34'8" 15'T' 5.10" 15,000 Type 0 HMT 34' 15, 6' 12,000 Type 0 JV 26' 121" 5' 6,800 Type 0 K 33'9" 14'8" 8'3" 16,000 Type 0 KL 30' 14' 5111" 11,300 Type 0 L 31'6" 14' 7' 13,700 Type 0 LBBST 15, 12' 4' 2,500 Type 0 LCN 30' 14' 5'9" 10,800 Type 0 LD 19'9" 9'10" 5' 3,750 Type 0 LG 30' 14' 6' 10,000 Type 0 LGDLX 30' 14' 6' 14,000 Type 0 LN 36' 16, 7' 18,000 Type 0 ESR-2014 I Most Widely Accepted and Trusted Page 4 of 5 TABLE 1-POOLS(Continued) SERIES LENGTH(ft-in) WIDTH(ft-in) MAX DEPTH(ft-in) CAPACITY(gal) POOL TYPE MC 23'8" 12' 515" 6,000 Type 0 MFF 14'3" 87' 4' 1700 Type 0 MK 277 14W' 5'10" 10,000 Type 0 MLL 15'10" 816" 4' 2,200 Type 0 MP I VIT, 9'6" 5.11" 2,500 Type 0 MR 40' 16' 6'6" 17,000 Type 0 MT 35' 14' 57' 12,400 Type 0 MTK 16, 9'3" 4' 2,300 Type 0 NB 21' 15'4" 4'4" 7,000 Type 0 NT 34'8" 157" 5'10" 14.500 Type 0 OB 40' 16' 68" 18,900 Type 0 PRT 23' 12' 5'5" 6,700 Type 0 PS 40' 16' 7' 17,500 Type 0 RP 30' 14' 5'11" 12,800 Type 0 RS 30' 14' 6'6" 12,500 Type 0 SFF 24'10" 11,10" 5'6" 12,000 Type 0 SH 35' 14' 5.10" 10,500 Type 0 SK 19,9" 9110" 5' 3,000 Type 0 SL 39' 77' 4' 6,500 Type 0 SP 20' 10, 5' 3,600 Type 0 SR 39' 16' 6' 15,000 Type 0 ST 277' 14'6" 5110" 9,800 Type 0 TN 30' 14' 5111" 13,500 Type 0 TND '4' 16' 7' 19,300 Type 0 V 33' 14' 514" 11,700 Type 0 HZA 18' 8'6" 6' 4,500 Type 0 HZB 18, 8'6" 6' 4,300 Type 0 HZC 18' 8'6" 5.6" 4,050 Type 0 HZD 18, 8'6" 5'6" 3.850 Type 0 HZDXL 18, 816" 5' 3,000 Type 0 HZE 18' Vs.. 5' 3,600 Type 0 HZF 18, 816" 5' 3,400 Type 0 HZG 9' 8'6" 4'6" 1,200 Type 0 HZH 9' 8'6" 5' 1,350 Type 0 WL 26' 16' 5' 10,500 Type 0 For SI: 1 inch=25.4 mm,1 foot=305 mm.1 gallon=3.785 L. ESR-2014 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 2—SPAS SERIES SHAPE DIAMETER OR WIDTH DEPTH(ft-in) CAPACITY(gal) (ft-In) BOS Octagonal 8'4" 3' 475 BOSSP Octagonal 8'4" 116" 270 BOSSW Octagonal 8'4" 3' 475 CS Octagonal 6'x 12'5" 3' 700 CSSP Octagonal 8'x 12'5" 116" 430 CSSW Octagonal 6'x 12'5" 3' 700 LOS Dodecagon 7'6" 3' 450 LOSSP Dodecagon 7W 116" 220 LOSSW Dodecagon 7'6" 3' 450 LRS Round 7' 3' 420 LRSSP Round 7' 1'6" 180 LRSSW Round 7' 3' 420 M Round 19 3'4" 550 MSP Round 10' 1.6" 325 MSW Round 10, 3'4" 550 RG Freeform 8'x 10' W, 600 RGSP Freeform 8'x 10' 116" 470 RGSW Freeform V x 10' 3'4" 600 RY Rectangle 8'x 10' T4" 600 RYSP Rectangle 8'x 10' 116" 330 RYSW Rectangle 8'x 10' 3'4" 600 RS Round 68" 3'0" 275 RSSW Round 5'8" 3'0" 275 RSSP Round 518" 116" 150 OS Octagonal 6'0" 310" 375 OSSW Octagonal 6'0" TO" 375 OSSP Octagonal 610" 1'8" 125 SPKM Kidney 7 x 10' 3' 400 SS Square 6'6' 3'0" 295 SSSW Square 66' 3'0" 295 SSSP Square G.S. 1'6" 150 For SI:1 inch=25.4 own,1 foot=305 mm,1 gallon=3.785 L. TABLE 3—ABOVEGROUND POOLS AND SPAS(119%INCHES MAXIMUM ABOVE GRADE) POOLS SPAS AL MTK RL LOS CS M ARU SK RSSW LOSSW CSSW MSW B SL RSSP LOSSP CSSP MSP BFF SP OS LRS RG CB BKD — OSSW LRSSW RGSW CBSW FP — PSSPO LRSSP RGSP CBSP MFF — SS BOB RY LCS MK — SSSW BOSSW RYSW RS MLL — SEEP BOSSP RYSP SPKM