2602 TAYLOR DR 2023-06-13 - Laserfiche WebLink

iliktir EVALUATION REPORT T N um r ® Originally Issued: 10/24/2013 Revised: 10/29/2020 Valid Through: 10/31/2021 SAN JUAN PRODUCTS 2.6 Diving equipment shall only be installed on Type I pools 850 East Davidson Avenue and shall comply with the requirements of and be installed in Eloy,Arizona 85131 accordance with Section 808 of the ISPSC or Section 5.8 of www.sanjuanpools.com ANSUNSPI-5. kenb@sanjuanpools.com 2.7 Pools that are located in flood hazard areas established in FIBERGLASS REINFORCED PLASTIC accordance with IRC Table R301.2 (1) shall comply with SWIMMING POOLS ISPSC Section 304 or 2012, 2009 and 2006 IRC Sections AG101.2 and AG103.3, as applicable. CSI Section: 13 11 00 Swimming Pools and Spas 2.8 Suction outlets shall be designed and installed in accordance with Section 3109.5 of the IBC, Section 310 of 1.0 RECOGNITION the ISPSC or Section AG106.1 of the 2012,2009 and IRC. San Juan Products pools described in this report were 2.9 Electrical, plumbing, pumping and water heating evaluated for use as residential swimming pools. The equipment and decking are beyond the scope of this report physical characteristics and durability properties of the pools and shall be installed in accordance with the applicable code were evaluated for compliance with the following codes: and the requirements of the building official. • 2018, 2015, 2012, 2009, 2006 International 2.10 Special features such as stairs and sloping entries shall Building Code®(IBC) be designed to the requirements of Section 809 of the ISPSC. • 2018, 2015, 2012, 2009, 2006 International Residential Code®(IRC) 2.11 Pools are produced by San Juan Products in Eloy,AZ. • 2018 and 2015 International Swimming Pool and Spa Code®(ISPSC) 3.0 PRODUCT USE 2.0 LIMITATIONS 3.1 General: San Juan Products pools recognized in this report are used in residential swimming pool applications Use of the Fiberglass Reinforced Plastic Swimming Pool using heated water that is circulated in a closed system. The shells recognized in this report is subject to the following swimming pool shells comply with the requirements in the limitations: 2018 and 2015 ISPSC and the 2012, 2009 and 2006 IRC Section AG103. Swimming pool shells are permanently 2.1 The Fiberglass Reinforced Plastic Swimming Pool shells installed in-ground. All pool shells are either Type 0 or Type shall be constructed and installed in accordance with this I as shown in Table I of this report and comply with Chapter report and the manufacturer's installation instructions. In the 8 of the 2018 and 2015 ISPSC or ANSUNSPI-5. event of a conflict,the more restrictive shall take precedence. 3.2 Installation: San Juan Products pool shells shall be 2.2 Clearances of the swimming pool shells from slopes set installed in accordance with this report and the forth in the 2018, 2015 and 2012 IBC Section 1808.7.3 or manufacturer's installation instructions. All necessary 2009 and 2006 IBC Section 1805.3.3, and IRC Section plumbing and electrical work shall comply with the local R403.1.7, as applicable, shall be observed. codes in effect. 2.3 Barriers shall comply with IBC Section 3109, ISPSC Subject to the building official's approval, the San Juan Section 305 or 2012,2009 and 2006 IRC Section AG105,as Products pool shells may be installed without a soil applicable. investigation by a registered design professional provided none of the following conditions are encountered at the site: 2.4 Slip resistance is outside the scope of this evaluation report. Reports of slip resistance tests that demonstrate • Groundwater within the excavation,where the pool compliance with Section 306.2 of the ISPSC or Section 8.1 floor will contact the soil at the time of installation. of ANSI/NSPI-5 shall be submitted to the building official • Un-compacted fill in contact with any portion of the for approval. pool shell. • Expansive-type soils. 2.5 A permanent label shall be applied to the pool equipment • Soil types with an angle of repose that will not stating the following:"The pool shall remain full of water at support the walls of the excavation at desired slopes. all times.Pool may be damaged if water level is allowed to • Adjacent structures, which may be in danger posed drop below the pool inlet. When appreciable drawdown is by the proposed pool location. noticed or if it becomes necessary to drain the pool, San Juan , 0. Pr duct h 1 e n cte for i ru tin ." The product described in this Unifonn Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with -` (._ « the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the cock in quality,strength,effectiveness,fire resistance,durability and safely, as applicable,in accordance with ISO Section 104.11.This document shall only be reproduced in its entirety.Copyright©2020 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-877-41ESRPT•Fax:909.472.4171 ANS I web:www.uniform-s.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA p h ACCREDITED (I((d� isawc t70s5 Product Codification engy.