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PMT16-02665 City of Menifee Permit No.: PMT16-02665 29714 HAUN RD. Type: Pool/Spa•Residential mil- ccr=LA MENIFEE,CA 92586 MENIFEE Date Issued: 0 8/1 612 01 6 PERMIT Site Address: 29220 TWIN HARBOR DR, MENIFEE, CA Parcel Number: 333471-004 92585 Construction Cost: $35,000.00 Existing Use: Proposed Use: Description of INGROUND FIBERGLASS POOL&SPA, 300 SF Work: Owner Contractor WILLIAM NUNEZ QUALITY FIBERGLASS POOLS 29220 TWIN HARBOR DRIVE 32497 HWY74 MENIFEE,CA 92585 HEMET, CA 92545 Applicant Phone: 9519266060 ERIC BENSON License Number.361530 QUALITY FIBERGLASS POOLS 32497 HWY 74 HEMET, CA 92545 Fee Description Oft Amount 151 Swimming PooVin-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 carded 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_Permit Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). I hereby affirm under penalty of perjury that I am under provisions of 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 Cade and my license is in full force and effect. the following reason: License Class 34;15-3o License No. G S. By my signature below 1 acknowledge that,except for my personal residence Expires R b Signature in which l must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legallysell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o 1 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 workers 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 www.leeinfo.ca.eov/calaw.html. this permit is Issued. Policy If Date �j have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act an the property owners behalf.I have read this number are: application and the information 1 have provided is correct.I agree to comply Carrier (n7t',$C-y with all applicable city and county ordinances and state laws relating to ^� building construction.Iauthorize representatives of this city or county to Policy p tNL,�I�—�7rr(-!'? —Expires- l V'1c ! enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date 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 employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE p 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 fo comply with those provisions. Will the applicant or future building occupant handle hazardous material or a mixture containing a hazardous material equal to or greater that the Applicant Date amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes No 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 o Yes "o 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) o Yes IfNo OWNER BUILDER DECLARATIONS I have read the Hazardous Material information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of 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 item(s)(Section 7031.5 oyes �No Business and Professions Code).Any city or county that requires a permit to Date 8A-0 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.epa.gov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a o 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 itwas not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because: in I,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 nut comply with EPA RRP rule please fill out the RRP Acknowledgement. & SAFETY PERMIT/PLAN CHECK APPLICATION Menifee DATE IL6 PERMIT/PLAN CHECK NUMBER TYPE: O COMMERCIAL O RESIDENTIAL O MULTI-FAMILY O MOBILE HOME V POOL/SPA O SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL O NE/W O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK i7L cs City of Menlre-9 FY�� Building 8 Safety De A. PROJECTADDRESS Z D /[.Lr 1 Or. �t:✓I% f ASSESSOR'S PARCEL NUMBER ?J3b- 4�i� �L{ LOT TRACT J PiliG' Ve OWNER NAME �l�/,��.,,, /(/ ('' ADDRESS Z wjr, { /', `ev; cfZ s PHONE (9ni 33y 5sy� EMAIL APPLICANT NAME T ADDRESS Y C/ ICJ PHONE � I� �j-/9Q(eQ EMAIL CONTRACTOR'S NAME (r�. t ��.. �6611 OWNER BUILDER? O YESJ4-NO BUSINESS NAME ,,rr}� �I / ADDRESS ZK I`Y `� r VT "( L( PHONE (4Si> r'17&GO6 O EMAIL CONTRACTOR'S STATE LIC NUMBER l(n/S-R) .,,,`WLICENSE CLASSIFICATION G 73 VALUATION $ Jby Oco SO FT ?P LSO FT APPLICANT'S SIGNATURE DATE le CITY STAFF USE ONLY DEPARTMENT DISTRIBUTION G CITYOFMENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP 5 INVOICE �J., PAIDAMOUNT AMOUNT • ;J� •� O CASH OCHECKq OCREDIT CARD VISA/MC PLAN CHECK FEES PAID AMOUNT OCASH OCHECKR OCREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES O NO DLNUMBER NOTARIZED LETTER O YES O 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 ICC EVALUATION a C SERVICE Most WidelyAccepted and Trusted I� ICC-ES Evaluation Report ESR-2014 0 Reissued January 1, 2014 0 This report is subject to renewal November 1, 2015. LJJ www.icc-es.org 1 (800)423-6687 1 (562) 699-0543 A Subsidiary of the Intemational Code Council® U_ City of Menlfd& DIVISION: 13 00 00—SPECIAL CONSTRUCTION Notice: The pool and spa shells are desigrBdbirqAijSafetypDept. Section: 13 11 13—Below-Grade Swimming Pools full of water at all times. The shell may be damaged if the %1_ water level is allowed to drop below the skimmer4(�/pelt 6 2016 REPORT HOLDER: appreciable drawdown is noticed or if it e necessary to drain the pool or spa, contact Viking Pools, VIKING POOLS, LLC LLC, or its dealers for instructions. @CEIVed POST OFFICE BOX 550 3.2 Aboveground Pools and Spas: JANE LEW,WEST VIRGINIA 26378 (304)884-6954 Models intended for installation up to 19t/2 inches www.vikingpools.net (495 mm) above ground, listed in Table 3, have vertical toddO.vi king Pools.net supports consisting of 1-inch-by-11/24nch-by-364nch-long (25 mm by 38 mm by 914 mm), Douglas fir, No. 2 wood EVALUATION SUBJECT: members encapsulated in the FRP process at 4t/2-foot (13372 mm)intervals. FIBER REINFORCED PLASTIC SWIMMING POOL AND 4.0 INSTALLATION SPA SHELLS 4.1 General: 1.0 EVALUATION SCOPE The swimming pool and spa shells must be permanently Compliance with the following codes: installed in-groundor, in the case of the models shown in Table 3, up to 19l/2 inches (495 mm) above ground. All ■ 2012 and 2009 International Building Code(IBC) plumbing and electrical installations must comply with the ■ 2012 and 2009 International Residential Code®(IRC) relevant codes in effect at the construction site at the time of construction. ■ 1997 Uniform BuildingCodeT" (UBC) Subject to the code official's approval, the pool or spa ■ 2012 and 2009 International Plumbing Code(I PC) shells may be installed without a soil investigation by a ■ 2006IAPMO Uniform Plumbing Code(IAPMO UPC) registered design professional, provided none of the Properties evaluated: following conditions is encountered at the site: ■ Physical properties 1. The existence of groundwater within the excavation, 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 The fiberglass pool and spa shells are for recreational use any portion of the pool or spa shell. as swimming pools or spas in residential applications with 3. The existence of any expansive-type soils. water circulated through a filter in a closed system. The 4. The existence of any soil types with an angle of repose pools comply with ANSI/NSPI-5 as Type O or Type I pools, that will not support the walls of the excavation at and IAPMO PS 1-2000a,specified in the IAPMO UPC.The desired slopes. spas comply with ANSI/NSPI-3 and ANSI Z 124.7. 3.0 DESCRIPTION 5. Danger to adjacent structures posed by the proposed pool or spa location. 3.1 General: If any of the above conditions is encountered, excavation The fiberglass pool and spa shells consist of one-piece must cease immediately. The specified conditions at fiberglass construction shop- formed over a mold. The the site must then be reviewed, and recommendations material is minimum 1/44nch-thick (6.4 mm), fiberglass- made, by a registered design professional. The code reinforced plastic (FRP), composed of isophtalic resin, official must approve the registered design professional's vinylester resin,fiberglass, and ceramic. The surface finish recommendations; subject to the code official's approval, is a neopentyl glycol gel coat. pools and spas may be installed in expansive-type soils in The overall dimensions, depths and capacities are accordance with Section 4.2 before work is resumed. shown in Table 1 for pools, Table 2 for spas and Table 3 The pool or spa excavation profile must coincide with the for models that are permitted to be installed up to contours of the pool or spa. The overexcavation must be 191/2 inches(495 mm)above ground. approximately 6 to 24 inches(152 to 610 mm)on the sides ICC-ESEvalmfion Reports are not to be con sruedas representing aesduaics orany otherawibutes not specifirnIIy oddresse4 norare they to be consuved as anendorsememofthesubject oftherepod ora recommendationfor its use.There ism warranty byrCC Evaluation Service.LLC express or implied as �Gi to anyfinding orothermatterin this report or as to wwprodact cvveredby the report Copyright C 2014 Page 1 or 5 ESR-2014 I Most Widely Accepted and Trusted Page 2 of 5 and ends. The overexcavation at the pool bottom must be 5.1 The pool and spa shells must be constructed and a minimum of 3 inches(76 mm).The backfill for the pool or installed in accordance with this report and the spa bottom must consist of a layer of bedding sand formed manufacturer's published installation instructions. In to match the pool or spa profile. This sand layer must be the event of conflict,this report governs. compacted using a manual tamper and water. The pool or 5.2 Electrical and plumbing installations must comply with spa shell must sit firmly on the sand and be within 1 inch the relevant codes in effect at the construction site at (25.4 mm)of level.Simultaneous waterfill and sand backfill the time of construction. operations must then commence. The sand must be compacted with a tamper and water. The installer must 5.3 Clearances of the pools and spas from slopes set ensure that the backfill level and water level are forth in IBC Section 1805.3, IRC Section R403.1.7 or approximately the same throughout the filling procedure. UBC Section 1805.3.3 must be observed. After completion of the backfill, the bond beam and 5.4 A barrier must be installed in accordance with IBC decking must be installed in accordance with the Section 3109, IRC Section AG105, or UBC Appendix manufacturer's published installation instructions, and Chapter 4, as applicable. approved by the code official. 6.5 Slip resistance is outside the scope of this evaluation 4.2 Expansive Soils: report Reports of slip resistance tests that For installation of pools or spas in expansive soils, the demonstrate compliance with Section 8.1 of following additional installation details must be followed ANSI/NSPI-5 (2003) for swimming pools, or Sections subject to the code official's approval: 5.4.1, 5.6.3.2 and 5.6.4.4 of ANSI/NSPI-3 (1999) for 1. All surfaces adjacent to the col or spas must be spas, shall be submitted for approval by the code J P P official. excavated to a depth of 12 inches (305 mm) beneath 5.6 Diving equipment may only be installed on Type I the pool bottom and 6 inches (152 mm) behind the pools and must meet the minimum requirements of, horizontal pool walls. and be installed in accordance with, Section 5.8 of 2. Any soft or loose soils exposed by step 1 must be ANSI/NSPI-5. removed until exposed material is solid. If the soil is still 5.7 Pools located in flood hazard areas established in soft and loose, the upper 6 inches (152 mm) of all horizontal excavation surfaces must be scarified accordance with Table R301.2(1) of the IRC must and compacted with mechanical equipment. The comply with Sections AG101.2 and AG103.3 of the compacted surfaces and the excavated wall surfaces IRC. must be maintained in a moist condition until the first lift 5.8 Suction outlets must be designed and installed in of backfill or fill is placed against the surface. The term accordance with IBC Section 3109.5 and IRC Section compaction implies any method necessary to AG106.1. consolidate the native and fill materials to keep the pool 5.9 The pool and spa shells are fabricated by Viking or structure from settling. Pools Inc. at their Williams, California; Midland, 3. The excavated bottom area of the pool or spa must be Texas; Jane Lew, West Virginia; Rockingham, North backfilled with granular import material to approximately Carolina; or the Zephyrhills, Florida, facilities, under a 6 inches(152 mm)below the bottom of the pool or spa, quality control program with inspections by Columbia wetted and compacted. Research and Testing Corporation (AA-527). 4. The remaining 6 inches (152 mm) must be backfilled 6.0 EVIDENCE SUBMITTED beneath the pool or spa and behind the pool walls with Data in accordance with the ICC-ES Acceptance Criteria clean sand and compact.The pool or spa must be filled for In-ground, Residential, Fiber-reinforced Plastic with water as backfilling progresses to a level Swimming Pools and Permanently Installed Plastic Spas equivalent to that of the backfill. The backfill must be (AC274), dated December 2006 (editorially revised July placed in compacted layers of approximately 6 inches 2011). (152 mm) while a uniform height of backfill is maintained around the pool or spa. 7.0 IDENTIFICATION 5. Positive surface drainage away from the perimeter of The pool and spa shells are identified by the following the pool and surrounding deck is required and critical to information imprinted on the top step of the pool or spa installations in highly expansive soils. Surface area shell: manufacturer's name (Viking Pools, LLC) and drains and surface drainage swales or subdrains must address, pool or spa shell designation, a coded serial be placed as needed to prevent ponding or saturation number and the evaluation report number(ESR-2014). of the soil around the perimeter and vicinity of the pool The units also bear the label of the inspection agency, to prevent excessive shrink-swell or volume changes in Columbia Research and Testing Corporation(AA-527). the soil. A permanent sign, bearing the following statement, must 4.3 Aboveground Pools and Spas: be attached to the pumping equipment Models shown in Table 3 may be installed up to Notice. The pool and spa shells are designed to remain 19 /s inches (495 mm) above ground. These pool and spa full of water at all times. The shell may be damaged if the shells may be placed with or without concrete or wood water level is allowed to drop below the skimmer. When decking. Unless the elevated external portions of the units appreciable draw-down is noticed or it it becomes are protected from sunlight by soil berms, decking, etc., necessary to drain the pool or spa, contact Viking Pool or these portions must be coated with a UV-inhibiting opaque its dealers forinstntctions. paint that is compatible with the laminate. A permanent label must be attached adjacent to the 6.0 CONDITIONS OF USE above sign indicating the Viking Pools, LLC, distributer's The pool and spa shells described in this report comply name,address and telephone number. with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: ESR-2014 I Most Widely Accepted and Trusted Page 3 of 5 TABLE I-POOLS SERIES LENGTH (ft-in) WIDTH(ft-in) 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' 610" 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 2311" 12'3" 5' 6,000 Type 0 BL 49 11/10" 4'6' 14,000 Type 0 BN 40' 16' 8' 22,000 Type 1 BP 28' 15'8" 5111" 17,000 Type 0 BPD 39 15'8" 8' 20,000 Type 1 CA 31' 14' 6' 12,000 Type 0 CC 36 16 66, 14,000 Type 0 CD M. 16 66, 15,000 Type 0 CL 39 14' 6 12,500 Type 0 CM 23'11" 12'3" 5' 6,000 Type 0 CO 40' 16 T 18,000 Type 0 CID 31' 12' 5' 10,500 Type 0 CR 397' 1610" 8' 19,500 Type 1 CRBJ 40' 16' 7' 19,000 Type 0 CRBL 32' 14' 6 12,000 Type 0 CRBM 26 12' 5' 7,000 Type 0 CRDFJ 38, 16' T 17,600 Type CRDFL 31, 14' 6' 11,000 Type CRDFM 24' 12' 516, 6,000 Type 0 CRDJ 40' 16 7' 19,000 Type 0 CRDL 30' 14' 5'6" 10,000 Type 0 CRDM 25' 12' 5' 6,000 Type 0 CRSBJ 38' 16' T 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' 10, 4'6' 3,400 Type 0 CRUD 26' 12' 47' 4,400 Type 0 CRUJ 36 16 6'6' 11,600 Type 0 CRUL 39 14' 6' 8,000 Type CRUM 26' 12' 6 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' 13'9" 6' 12,000 Type 0 FJI 34' 15' 6' 12,000 Type 0 FP 29 12' S'S" 6,000 Type 0 FSP 25' 12' 5-6" 8,700 Type 0 GB 33'9" 14'8" 66, 14,300 Type 0 GC 397' 1510" Tl1" 19,600 Type 1 GS 347' IST' 5110" 15,000 Type 0 HMT 34' 15' 6' 12,000 Type 0 JV 26' 12'1" 5' 6,800 Type 0 K 33'9" 14'8" 813" 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' 519" 10,800 Type 0 LD 19,9" 9'10" 5' 3,750 jjType LG 30' 14' 6' 10,000 LGDLX 30, 14' 6' 14,000 36' 16' T 18,000 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) POOLTYPE MC 238" 12' SET 6,000 Type MIFF 14'3" 97" 4' 1700 Type 0 MK 277' 14'6" 5'10" 10,000 Type 0 MLL 1610" 96, 4' 2,200 Type 0 MP 14'6" 96, 51111, 2,500 Type 0 MR 40' 16' 6'5' 17,000 Type 0 MT 35' 14' 57' 12,400 Type 0 MTK 16' 9'3" 4' 2,300 Type 0 NB 21' 16 4" 4'4" 7,000 Type 0 NIT 34'8" 1517' 5'10" 14,500 Type 0 OB 40' 16' 5181, 18,900 Type 0 PRT 23' 12' 65" 6,700 Type 0 PS 40' 16' T 17,500 Type 0 RP 30' 14' 6111, 12,800 Type 0 RS 30' 14' eel 12,500 Type 0 SFF 24'10" 11110" 5'6" 12,000 Type 0 SH 39 14' S'10" 10,500 Type 0 SK 199, 910" 5' 3,000 Type 0 SL 39 TT' 4' 6,500 Type 0 SP 20' 10, S' 3,600 Type 0 SR 39 16' 6' 15,000 Type 0 ST 2TT' 14'6" 51101, 9,800 Type 0 TN 30' 14' 5'11" 13,500 Type 0 TND 44' 16, 7' 191300 Type 0 V 33' 14' 64" 11,700 Type 0 HZA 18, 96, 6' 4,500 Type 0 HZB 18' 8'6" 6' 4,300 Type 0 HZC 18, 8'6" 66" 4,050 Type 0 HZD 18, 96" 5'6" 3,850 Type 0 HZDXL 18' 8.6. 5' 3,000 Type 0 HZE 18, 96, 5' 3,600 Type 0 HZF 18, 8'5' 5' 3,400 Type 0 HZG 9' 8'6" 4'6" 1,200 Type 0 HZH 9' 96, 5' 1,350 Type 0 Will26' 16' 610,500 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 (ft DEPTH(ft-in) CAPACITY(gal) in) BOS Octagonal 814" 3' 475 BOSSP Octagonal 8'4" 116" 270 BOSSW Octagonal &IV, 3' 475 CS Octagonal 8'x 12'5" 3' 700 CSSP Octagonal 8'x 12'5" 1.6. 430 CSSW Octagonal 6 x 12'5" 3' 700 LOS Dodecagon 76" 3' 450 LOSSP Dodecagon 7'6" 1'6" 220 LOSSW Dodecagon 7'6" 3' 450 LRS Round 7' 3' 420 LRSSP Round T 116, 180 LRSSW Round T 3' 420 M Round 10, 3'4" 550 MSP Round 10, 116, 325 MSW Round 117 3'4" 550 RG Freeform 8'x 10' 3'4" 600 RGSP Freeform 6 x 10' 116, 470 RGSW Freeform 8'x 10' 34" 600 RY Regtangle 8'x 10' 3'4" 600 RYSP Regtangle 8'x 10' 1'6" 330 RYSW Regtangle 6 x 10' 3'4" 600 IRS Round 69, 3'0" 275 RSSW Round 6W 3'0" 275 RSSP Round 98" 116, 150 OS Octagonal 60" 3'0" 375 OSSW Octagonal 60" 3'0" 375 OSSP Octagonal 60" 1'6" 125 SPKM Kidney T x 10' 3' 400 SS Square 66 3.0" 295 SBSW Square 66 3'0" 295 SSSP Square 66 1'6" 150 For SI:1 inch=25.4 mm,1 foot=305 mm,1 gallon=3.785 L.,1 gallon=3.785 L. TABLE 3—ABOVEGROUND POOLS AND SPAS(19r12 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 MIFF — SS BOS RY LCS MK — SSSW BOSSW RYSW RS MLL — SSSP BOSSP RYSP SPKM c 5 y Ole -10 t �' Sri } eFvS1c� }�ca1