Loading...
Report (143) ESICC EVALUATION Most Widely Accepted and Trusted SERVICE •"r"- „' Innovation RESEARCH LABS ICC -ES ReportESR_2014 Reissued 11/22/2017 ICC-ES I (800) 423-6587 I (562) 699-0543 I www,icc-es.org This report is subject to renewal 11/2018 RECEIVED EVALUATION SUBJECT: JUN 1 .1 2018 VIKING, TRILOGY, BLUE CITY A-TIGAR HAWAIIAN AND LI B E RTYI " ` DIVISION FIBERGLASS SWIMMING POOL AND SPA SHELLS DIVISION: 13 00 00—SPECIAL CONSTRUCTION SECTION: 13 11 13—BELOW-GRADE SWIMMING POOLS Report Holder: LATHAM POOL PRODUCTS, INC. DBA VIKING POOLS, BLUE HAWAIIAN POOLS, TRILOGY POOLS AND LIBERTY COMPOSITE POOLS 176 VIKING DRIVE JANE LEW,WV 26378 Look for the ICC-ES marks of Conformity! ICC ICCICC S-Th cLEM Lg ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes sake not specifically addressed,nor are they to be construed as an endorsement of the subject of the 4A 5 \� PREFERRED &N. report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express , ACCREDITED a-` EDUCATION f„ or implied,as to any finding or other matter in this report,or as to any product covered by the report. mu PROVIDER ■M� ©2017 ICC Evaluation Service,LLC.All rights reserved. P�is°Mn Ro INTERNATIONAL Copyright g AcowuccN CODE COUNCIL ICC ESEVALUATION SERVICE �,7,!,,;,� Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2014 Effective Date: November 2017 Revision Date:November 22, 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 pools comply with APSP/ANSI-5 as Type 0 or Type I Section: 13 11 13—Below-Grade Swimming Pools pools. The spas comply with APSP/ANSI-3 and IAPMO/ANSI Z124.7. REPORT HOLDER: 3.0 DESCRIPTION LATHAM POOL PRODUCTS, INC. dba VIKING POOLS, 3.1 General: BLUE HAWAIIAN POOLS, TRILOGY POOLS AND The fiberglass pool and spa shells consist of one-piece LIBERTY COMPOSITE POOLS fiberglass construction shop- formed over a mold. The 176 VIKING DRIVE material is minimum 1/4-inch-thick (6.4 mm), fiberglass- JANE LEW,WEST VIRGINIA 26378 reinforced plastic (FRP), composed of isophtalic resin, (304)884-6954 vinylester resin, fiberglass, and ceramic (ceramic in Viking www.Latham.com Pools only). The surface finish is a neopentyl glycol gel coat. EVALUATION SUBJECT: The overall dimensions, depths and capacities are VIKING, TRILOGY, BLUE HAWAIIAN AND LIBERTY shown in Table 1 for pools, Table 2 for spas and Table 3 FIBERGLASS SWIMMING POOL AND SPA SHELLS for models that are permitted to be installed up to 191/2 inches(495 mm)above ground. 1.0 EVALUATION SCOPE Notice: The pool and spa shells are designed to remain Compliance with the following codes: full of water at all times. The shell may be damaged if the • 2018,2015,2012&2009 International Building Code®(IBC) water level is allowed to drop below the skimmer. When appreciable drawdown is noticed or if it becomes • 2018,2015,2012&2009 International Residential Code®(IRC) necessary to drain the pool or spa, contact Viking Pools, • 2018 & 2015 International Swimming Pool and Spa Code® LLC, or its dealers for instructions. (ISPSC) 3.2 Aboveground Pools and Spas: • 2012&2009 International Plumbing Code®(IPC) Models intended for installation up to 191/2 inches • 2015 and 2012 Uniform Swimming Pool,Spa&Hot Tub Code® (495 mm) above ground, listed in Table 3, have vertical (USPSHTC) supports consisting of 1-inch-by-11/2-inch-by-36-inch-long ® (25 mm by 38 mm by 914 mm), Douglas fir, No. 2 wood • 2016,2013 AND 2010 California Residential Code® ® members encapsulated in the FRP process at 41/2-foot • 2017 City of Los Angeles Residential Code®(LARC) (13372 mm)intervals. • 2013 Abu Dhabi International Building Code(ADIBC)t 4.0 INSTALLATION tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 4.1 General: in this report are the same sections in the ADIBC. Compliance with the following standards: The swimming pool and spa shells must be permanently installed in-ground or, in the case of the models shown in • APSP 5-2011, Standard for Residential Inground Table 3, up to 191/2 inches (495 mm) above ground. All Swimming Pools plumbing and electrical installations must comply with the • APSP 3-2014, Standard for Permanently Installed relevant codes in effect at the construction site at the time Residential Spas and Swim Spas of construction. • IAPMO/ANSI Z124.7-2013, Prefabricated Plastic Spa Subject to the code official's approval, the pool or spa Shells shells may be installed without a soil investigation by a registered design professional provided none of the • AC274, ICC-ES Acceptance Criteria for In-ground following conditions is encountered at the site: Residential, Fiber-reinforced Plastic Swimming Pools and 1. The existence of groundwater within the excavation, Permanently Installed Plastic Spas;dated December 2006 where the pool or spa floor will contact the soil at the (editorially revised July 2017) time of installation. 2.0 USES 2. The existence of an un-compacted 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 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 ¢CAHS j as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as �_ d to any finding or other matter in this report,or as to any product covered by the report. aI Copyright©2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 7 ESR-2014 I Most Widely Accepted and Trusted Page 2 of 7 4. The existence of any soil types with an angle of of the soil around the perimeter and vicinity of the repose that will not support the walls of the excavation pool to prevent excessive shrink-swell or volume at desired slopes. changes in the soil. 5. Danger to adjacent structures posed by the proposed 4.3 Aboveground Pools and Spas: pool or spa location. Models shown in Table 3 may be installed up to If any of the above conditions is encountered, excavation 191/2 inches (495 mm) above ground. These pool and spa must cease immediately. The specified conditions at shells may be placed with or without concrete or wood the site must then be reviewed, and recommendations decking. Unless the elevated external portions of the units made, by a registered design professional. The code are protected from sunlight by soil berms, decking, etc., official must approve the registered design professional's these portions must be coated with a UV-inhibiting opaque recommendations; subject to the code official's approval, paint that is compatible with the laminate. pools and spas may be installed in expansive-type soils in 5.0 CONDITIONS OF USE accordance with Section 4.2 before work is resumed. The pool or spa excavation profile must coincide with the The pool and spa shells described in this report comply contours of the pool or spa. The over excavation must be with, or are suitable alternatives to what is specified in, those codes approximately 6 to 24 inches (152 to 610 mm)on the sides listed Section 1.0 of this report, subject to conditions: and ends. The over excavation at the pool bottom must be the following ctions: 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 5.2 Electrical and plumbing installations must comply with (25.4 mm)of level. Simultaneous waterfill and sand backfill the relevant codes in effect at the construction site at operations must then commence. The sand must be the time of construction. compacted with a tamper and water. The installer must ensure that the backfill 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, CRC Section R403.1.7, IRC Section R403.1.7 or UBC Section 1805.3.3 must After completion of the backfill, the bond beam and be observed. decking must be installed in accordance with the manufacturer's published installation instructions, and 5.4 A barrier must be installed in accordance with IBC approved by the code official. Section 3109, ISPSC Section 305, IRC Section AG105, or UBC Appendix 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: APSP/ANSI-5 for swimming pools, or Sections 5.4.1, 1. All surfaces adjacent to the pool or spas must be 5.6.3.2 and 5.6.4.4 of APSP/ANSI-3 for spas, shall be excavated to a depth of 12 inches (305 mm) beneath submitted for approval by the code official. the pool bottom and 6 inches (152 mm) behind the 5.6 Diving equipment may only be installed on Type I horizontal pool walls. pools and must meet the minimum requirements of, 2. Any soft or loose soils exposed by step 1 must be and be installed in accordance with, Section 5.8 of removed until exposed material is solid. If the soil is APSP/ANSI-5. still soft and loose, the upper 6 inches (152 mm) of 5.7 Pools located in flood hazard areas established in 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, Section AG101.2 of CRC or Section 304 of the must be maintained in a moist condition until the first ISPSC. lift of backfill or fill is placed against the surface. The term compaction implies any method necessary to 5.8 Suction outlets must be designed and installed in consolidate the native and fill materials to keep the accordance with IBC Section 3109.5, CRC Section pool or structure from settling. AG106, ISPSC Section 310 and IRC Section 3. The excavated bottom area of the pool or spa must AG106.1. be backfilled with granular import material to 5.9 The pool and spa shells are fabricated by Viking approximately 6 inches(152 mm)below the bottom of Pools Inc. at their Williams, California; Midland, the pool or spa,wetted and compacted. Texas; Jane Lew, West Virginia; Rockingham, North 4. The remaining 6 inches (152 mm) must be backfilled Carolina; Fayetteville, Tennessee; Breaux Bridge, beneath the pool or spa and behind the pool walls Louises,, Dix, Illinois; or the Zephyrrogrlls, Florida, facilities, under a quality-control program with with clean sand and compact. The pool or spa must inspections by ICC-ES. be filled with water as backfilling progresses to a level equivalent to that of the backfill. The backfill must be 6.0 IDENTIFICATION placed in compacted layers of approximately 6 inches The pool and spa shells are identified by the following (152 mm) while a uniform height of backfill is information imprinted on the top step of the pool or spa maintained around the pool or spa. shell: manufacturer's name (Latham Pool Products, Inc. 5. Positive surface drainage away from the perimeter of dba Viking Pools) and address, pool or spa shell the pool and surrounding deck is required and critical designation, a coded serial number and the evaluation to installations in highly expansive soils. Surface area report number(ESR-2014). drains and surface drainage swales or subdrains must be placed as needed to prevent ponding or saturation ESR-2014 I Most Widely Accepted and Trusted Page 3 of 7 A permanent sign, bearing the following statement, must necessary to drain the pool or spa, contact Viking Pool or be attached to the pumping equipment: its dealers for instructions. Notice: The pool and spa shells are designed to remain A permanent label must be attached adjacent to the full of water at all times. The shell may be damaged if the above sign indicating the Viking Pools, LLC, distributer's water level is allowed to drop below the skimmer. When name, address and telephone number. appreciable draw-down is noticed or if it becomes ESR-2014 I Most Widely Accepted and Trusted Page 4 of 7 TABLE 1-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' 56" 7,000 Type 0 AP 38' 16' 5'10" 17,500 Type 0 - ARU 22' 11' 5' 5,200 Type 0 AT 40' 16' 8' 21,000 Type 1 B 255" 11'10" 4'6" 8,100 Type 0 BAR 38' 16' 7' 18,500 Type 0 BFF 257" 12' 6' 9,000 Type 0 BH38 18' 11' 4'-1" 3,600 Type 0 BHBA 30' 14'-5" 5'-10" 9,500 Type 0 BHBI 34' 15' 6'-6" 13,000 Type 0 BHBY 29'-10" 14'-6" 6'-6" 10,000 Type 0 BHCC 32'-10" 13'-6" 6'-2" 11,300 Type 0 BHCY 19'-11" 10' 5' 4,500 Type 0 BHGI 42' 16' 7' 19,300 Type 0 BHIB 29'-3" 12'-5" 5'-6" 6,600 Type 0 BHOB 41' 16' 7' 23,000 Type 0 BHPL 24' 11' 5-6" 5,000 Type 0 BHPR 30' 14' 6'-7" 10,000 Type 0 BHSC 24' 12' 6'-4" 7,000 Type 0 BHSH 26' 12' 6' 7,000 Type 0 BHSR 24' 11' 5'-6" 6,000 Type 0 BHSW 34' 15' 6-10" 14,000 Type 0 BHSY 32' 14' 5'-5" 10,000 Type 0 BHTB 34' 15' 5'-6" 12,000 Type 0 BHTC 27-'6" 11'-7" 5-1" 6,800 Type 0 BHVI 28' 12' 6'-10" 8,000 Type 0 BKD 23'11" 12'3" 5' 6,000 Type 0 BL 38'to 45' 11'10" 4'6" 11,200 to 14,400 Type 0 BN 40' 16' 8' 22,000 Type 1 BP 38' 158" 511" 17,000 Type 0 BPD 38' 158" 8' 20,000 Type 1 CA 31' 14' 6' 12,000 Type 0 CC 35' 16' 6'6" 14,000 Type 0 CCX 35' 16' 6'-6" 11,500 Type 0 CD 33' 16' 55" 14,000 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 CP 31' 12' 5' 10'500 Type 0 CR 39'7" 15'10" 8' 19,500 Type 1 CRBJ 40' 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' 56" 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' 6'6" 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' 4'7" 4,400 Type 0 CRUJ 35' 16' 6'6" 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 ESR-2014 I Most Widely Accepted and Trusted Page 5 of 7 CSA 34' 15' 6' 13,000 Type 0 FDM 30' 14' 6' 12,000 Type 0 FF 30' 13'8" 6' 12,000 Type 0 FJI 34' 15' 6' 12,000 Type 0 - FP 251" 12' 55" 6,000 Type 0 FSP 25' 12' 5'6" 8,700 Type 0 FR12 26' 12' 5'8" 7,600 Type 0 FR14 30' 14' 6' 11,200 Type 0 FR16 35' 16' 6'6" 15,250 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" 157" 510" 15,000 Type 0 HMT 34' 15' 6' 12,000 Type 0 JV 26'9" 12' 55" 6,800 Type 0 K 33'9" 14'8" 8'2" 16,000 Type 0 KL 30' 14' 5'11" 12,800 Type 0 L 31'6" 14' 7' 13,700 Type 0 LBBST 15' 12' 4' 2,500 Type 0 LBCST 21' 15'4" 4'-4" 12,000 Type 0 LCN 30' 14' 59" 10,800 Type 0 LD 19'9" 9'10" 5' 3,750 Type 0 LG 30' 14' 6' 10,000 Type 0 LGX 30' 14' 6' 9,000 Type 0 LN 36' 16' 7' 18,000 Type 0 - TABLE 1-POOLS(Continued) SERIES LENGTH(ft-in) WIDTH(ft-in) MAX DEPTH(ft-in) CAPACITY(gal) POOL TYPE MC 23'8" 12' 55" 6,000 Type 0 MFF 14'3" 87" 4' 1700 Type 0 MK 27'7" 14'6" 510" 10,000 Type 0 MLL 1510" 8'6" 4' 2,200 Type 0 MP 14'6" 9'6" 4' 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" 510" 14,500 Type 0 OB 40' 16' 5'8" 18,900 Type 0 PRT 23' 12' 5'5" 6,700 Type 0 PS 40' 16' 7' 17,500 Type 0 RP 30' 14' 511" 10,000 Type 0 RS 30' 14' 6'6" 12,500 Type 0 RYBR 33'8" 16' 5'4" 11,500 Type 0 RYDC 39'6" 16' 6' 15,500 Type 0 RYDKS 33'4" 15'10" 6' 10,000 Type 0 RYJW 32'10" 147" 6" 11,000 Type 0 RYNB 30' 14'3" 5'6" 8,300 Type 0 RYQN 41' 15' 6' 13,500 Type 0 RYRM 27'6" 11'10" 5' 5,000 Type 0 RYSPB 34'5" 1511" 4'4" 10,000 Type 0 SFF 25' 11'10" 5'6" 9,000 Type 0 SH 35' 14' 5'10" 10,500 Type 0 SK 19'9" 9'10" 5' 2,750 Type 0 SL 39' 77" 4' 6,500 Type 0 SP 20' 10'11" 5' 3,600 Type 0 SR 39' 16' 6' 16,300 Type 0 - ST 277" 14'6" 5'10" 10,000 Type 0 TCAS 36' 16' 5'4" 16,000 Type 0 TCOR 25'4" 12' 55" 5,300 Type 0 TEQU 34'8" 154" 5'6" 9,000 Type 0 TEU 28' 14' 5'4" 9,200 Type 0 TEUT 28' 14' 54" 9,400 Type 0 TGEM 327" 16' 5'4" 9,000 Type 0 TGEN 402" 16' 8'6" 17,000 Type 1 THEL 24' 12' 54" 7,500 Type 0 , • ESR-2014 I Most Widely Accepted and Trusted Page 6 of 7 THYSB 43'8" 16' 5'4" 18,000 Type 0 THYSS 43'8" 16' 54" 17,700 Type 0 TRYST 43'8" 16' 54" 17,300 Type 0 TMRC 20' 8' 53" 3,800 Type 0 - TN 30' 14' 511" 13,500 Type 0 TND 44' 16' 7' 19,300 Type 0 TPIC 24'-1" 12'-2" 5'-4" 5,600 Type 0 TRGSB 43'-8" 16' 5-4" 18,500 Type 0 TRGSS 43'-8" 16' 5-4" 17,800 Type 0 TRGST 43'-8" 16' 5-4" 17,400 Type 0 TRMSB 39'-2" 16' 5-4" 13,400 Type 0 TRMSBT 39'-2" 16' 5'-4" 14,300 Type 0 TRMSS 39'-2" 16' 5'-4" 13,800 Type 0 TRMST 39'-2" 16' 5'-4" 13,300 Type 0 TSOL 20'-8" 11'-9" 5-4" 5,100 Type 0 TSYN 40'-2" 16' 6-3" 16,000 Type 0 V 33' 14' 5'4" 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" 56" 4,050 Type 0 HZD 18' 8'6" 56" 3,850 Type 0 HZDXL 18' 8'6" 5' 3,000 Type 0 HZE 18' 8'6" 5' 3,600 Type 0 HZF 18' 8'6" 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 7 of 7 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" 1'6" 270 - BOSSW Octagonal 8'4" 3' 475 CS Octagonal 8'x 12'5" 3' 700 CSSP Octagonal 8'x 12'5" 1'6" 430 CSSW Octagonal 8'x 12'5" 3' 700 LOS Dodecagon 7'6" 3' 450 LOSSP Dodecagon 7'6" 1'6" 220 LOSSW Dodecagon 76" 3' 450 LRS Round 7' 3' 420 LRSSP Round 7' 1'6" 180 LRSSW Round 7' 3' 420 M Round 10' 3'4" 550 MSP Round 10' 1'6" 325 MSW Round 10' 3'4" 550 RG Freeform 8'x 10' 3'4" 600 RGSP Freeform 8'x 10' 1'6" 470 RGSW Freeform 8'x 10' 3'4" 600 RY Rectangle 8'x 10' 3'4" 600 RYSP Rectangle 8'x 10' 1'6" 330 RYSW Rectangle 8'x 10' 3'4" 600 RS Round 5'8" 3'0" 275 RSSW Round 5'8" 3'0" 275 RSSP Round 5'8" 1'6" 150 • OS Octagonal 6'0" 3'0" 375 OSSW Octagonal 6'0" 3'0" 375 OSSP Octagonal 6'0" 1'6" 125 SPKM Kidney 7'x 10' 3' 350 SS Square 6'6' 3'0" 295 SSSW Square 6'6' 3'0" 295 SSSP Square 6'6' 1'6" 150 TMRD Square 7'-9" 2'-11" 675 TNEP Round 8' 2'-11" 575 For SI: 1 inch=25.4 mm, 1 foot=305 mm, 1 gallon=3.785 L. TABLE 3—ABOVEGROUND POOLS AND SPAS(191/2 INCHES MAXIMUM ABOVE GRADE) POOLS SPAS AL MTK BOS LRS RG SPKM ARU SK BOSSP LRSSP RGSP SS B SL BOSSW LRSSW RGSW SSSP BFF SP CS M RS SSSW BKD CSSP MSP RSSP FP CSSW MSW RSSW - MFF LOS OS RY - MK LOSSP OSSP RYSP MLL LOSSW OSSW RYSW APPENDIX G JUN 1 2_1118 My 'AR SWIMMING POOLS, SPAS AND HOT TU )ILDING DIVISION SECTION AG101 SECTION AG104 GENERAL SPAS AND HOT TUBS AG101.1 General.The provisions of this appendix shall con- AG104.1 Permanently installed spas and hot tubs.Perma- trol the design and construction of swimming pools,spas and nently installed spas and hot tubs shall be designed and con- hot tubs installed in or on the lot of a one- or two-family structed in conformance with ANSI/NSPI-3 as listed in dwelling. Section AG108. AG104.2 Portable spas and hot tubs.Portable spas and hot SECTION AG102 tubs shall be designed and constructed in conformance with DEFINITIONS ANSI/NSPI-6 as listed in Section AG108. AG102.1 General. For the purposes of these requirements, the terms used shall be defined as follows and as set forth in SECTION AG105 Chapter 2. BARRIER REQUIREMENTS ABOVE-GROUND/ON-GROUND POOL. See "Swim- AG105.1 Application. The provisions of this chapter shall ming pool." control the design of bathers for residential swimming pools, spas and hot tubs.These design controls are intended to provide BARRIER. A fence, wall, building wall or combination protection against potential drownings and near-drownings by thereof which completely surrounds the swimming pool and restricting access to swimming pools,spas and hot tubs. obstructs access to the swimming pool. HOT TUB.See"Swimming pool." AG105.2 Outdoor swimming pool. An outdoor swimming pool, including an in-ground, above-ground or on-ground IN-GROUND POOL.See"Swimming pool." pool, hot tub or spa shall be surrounded by a barrier which RESIDENTIAL.That which is situated on the premises of a shall comply with the following: detached one- or two-family dwelling or a one-family town- 1. The top of the banier shall be at Ieast 48 inches (1219 house not more than three stories in height. mm) above grade measured on the side of the barrier SPA,NONPORTABLE.See"Swimming pool." which faces away from the swimming pool. The maxi- mum vertical clearance between grade and the bottom of SPA, PORTABLE. A nonpermanent structure intended for the barrier shall be 2 inches(51 mm)measured on the side recreational bathing, in which all controls,water-heating and of the barrier which faces away from the swimming pool. water-circulating equipment are an integral part of the prod- Where the top of the pool structure is above grade,such as uct. an above-ground pool,the barrier may be at ground level, SWIMMING POOL..Any structure intended for swimming such as the pool structure,or mounted on top of the pool or recreational bathing that contains water over 24 inches structure.Where the barrier is mounted on top of the pool (610 mm) deep. This includes in-ground, above-ground and structure, the maximum vertical clearance between the on-ground swimming pools,hot tubs and spas. top of the pool structure and the bottom of the barrier shall SWIMMING POOL,INDOOR.A swimming pool which is be 4 inches(102 mm). totally contained within a structure and surrounded on all four 2. Openings in the bather shall not allow passage of a 4- sides by the walls of the enclosing structure. inch-diameter(102 mm)sphere. SWIMMING POOL, OUTDOOR. Any swimming pool 3. Solid barriers which do not have openings, such as a which is not an indoor pool. masonry or stone wall, shall not contain indentations or protrusions that form handholds or footholds,except for normal construction tolerances and tooled masonry joints. SECTION AG103 4. Where the barrier is composed of horizontal and vertical SWIMMING POOLS members and the distance between the tops of the hori- - AG103.1 In-ground pools. In-ground pools shall be zontal members is less than 45 inches (1143 mm), the designed and constructed in conformance with ANSI/NSPI-5 horizontal members shall be located on the swimming as listed in Section AG 108. pool side of the fence.Spacing between vertical members AG103.2 Above-ground and on-ground pools. The design shall not exceed 1314 inches (44 mm) in width. Where there are decorative cutouts within vertical members, and construction of above-ground and on ground pools are spacing within the cutouts shall not exceed 13/4 inches not included in this appendix. (44 mm)in width. 5. Where the barrier is composed of horizontal and verti- cal members and the distance between the tops of the 2017 OREGON RESIDENTIAL SPECIALTY CODE 627 APPENDIX G • horizontal members is 45 inches(1143 mm)or more. AG105.4 Prohibited locations. Barriers shall be located to 1 spacing between vertical members shall not exceed 4 prohibit permanent structures, equipment or similar objects inches (102 mm). Where there are decorative cutouts from being used to climb them. _ within vertical members, spacing within the cutouts AG105.5 Barrier exceptions. Spas or hot tubs with a safety shall not exceed 1314 inches(44 mm)in width. cover which complies with ASTM F1346.as listed in Section 6. Maximum mesh size for chain link fences shall be a AG 108,shall be exempt from the provisions of this appendix. 21/4-inch (57 mm) square unless the fence has slats fastened at the top or the bottom which reduce the SECTION AG106 openings to not more than 1%4 inches(44 mm). ENTRAPMENT PROTECTION FOR SWIMMING 7. Where the barrier is composed of diagonal members, POOL AND SPA SUCTION OUTLETS such as a lattice fence,the maximum opening formed by the diagonal members shall not be more than 13/4 AG106.1 General. Suction outlets shall be designed and inches(44 mm), installed in accordance with ANSI/APSP-7, 8. Access gates shall comply with the requirements of Sec- tion AG105.2.Items 1 through 7,and shall be equipped SECTION AG107 to accommodate a locking device. Pedestrian access ABBREVIATIONS gates shall open outward away from the pool and shall AG107.1 General. be self-closing and have a self-latching device. Gates other than pedestrian access gates shall have a self- ANSI—American National Standards Institute latching device. Where the release mechanism of the 11 West 42nd Street self-latching device is located less than 54 inches(1372 New York,NY 10036 mm)from the bottom of the gate,the release mechanism APSP—Association of Pool and Spa Professionals and openings shall comply with the following: NSPI—National Spa and Pool Institute 8.1. The release mechanism shall be located on 2111 Eisenhower Avenue - the pool side of the gate at least 3 inches(76 Alexandria,VA 22314 mm)below the top of the gate;and ASCE—American Society of Civil Engineers 8.2. The gate and barrier shall have no opening 1801 Alexander Bell Drive larger than 1/2 inch (12.7 mm) within 18 Reston,VA 984 1 1-0700 inches(457 mm)of the release mechanism. ASTM—ASTM International 100 9. Where a wall of a dwelling serves as part of the bar- Wet Coarr shohHarbor keDrn,P rier,one of the following conditions shall be met: West Conshohocken,PA 19428 9.1. The pool shall be equipped with a powered safety cover in compliance with ASTM SECTION AGI08 F1346;or STANDARDS 9.2. Other means of protection.such as self-clos- AG108.1 General. , ing doors with self-latching devices, which ANSUNSPI are approved by the building official,shall be ANSI/NSPI-3-14 Standard for acceptable as long as the degree of protec- tion afforded is not less than the protection Permanently Installed Residential Spas AG104.1 afforded by Item 9.1 described above. ANSUNSPI-4-12 Standard for Above-ground/ 10. Where an above-ground pool structure is used as a bar- On-ground Residential Swimming Pools AG103.2 rier or where the barrier is mounted on top of the pool ANSI/NSPI-5-11 Standard for structure,and the means of access is a ladder or steps: Residential In ground Swimming Pools AG103.1 10.1. The ladder or steps shall be capable of being secured. locked or removed to pre ANSUNSPI 6-13 Standard for vent access;or Residential Portable Spas AG104.2 10.2. The ladder or steps shall be surrounded by ANSUAPSP a barrier which meets the requirements of ANSUAPSP-7-13 Standard for Suction Entrapment Section AG105.2;Items 1 through 9.When avoidance in Swimming Pools,Wading Pools,Spas, - the ladder or steps are secured, locked or Hot Tubs and Catch Basins AG106.1 removed, any opening created shall not - allow the passage of a 4-inch-diameter(102 ASTM mm)sphere. ASTM F1346-91 (2010)Performance Specification AG105.3 Indoor swimming pool. Walls surrounding an for Safety Covers and Labeling Requirements for indoor swimming pool shall comply with Section AG 105.2. All Covers for Swimming Pools. Item 9. Spas and Hot Tubs AG 105.2,AG 105.5 628 2017 OREGON RESIDENTIAL SPECIALTY CODE 2 OLSON WOODS GC 022-096 LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 4, ♦ 3-1/4•ALUMINUM DOE 561 IN CONCRETE AT TOWNSHIP 2SOUTH,RANGE 1WEST OFTHE WILLAMETTE MERIDIAN, MMIIN GRADE O THE 1/4 CORNR II IN6020 SW WASHINGTON SQUARE RD SECN0NS 3 ANDA TOWNSHIP 230004 CITY OF TIGARD,WASHINGTON COUNTY,OREGON PDS SUITE 170 m RANGE 1 WEST(WILLAMETTE MERIDIAN). DATE:JANUARY 22,2016 PORTLAND,OREGON 97773 8 P NDISO1I RATE R,w[mollaNATSS' W 431,OREGON Nonni DESIGN GROUP 106 N0.264.06 PEDS.S413J11 NOR7 1410:611799.675:PASTING:7610276.734(INTERNATIONAL FEET) SHEET I OF 2 1044.7164743 PCONVERGENCE ANGLE-1'350600 PIONEER DESIGN GROUP.INC. ,,,,,,pd-cm,,,,.- COMBINED FACTOR:0.9990757 - N88.45'04"W299.07' --`=__----N[z7633"W 3 INTTIALPOINT `-s-643; 20114,--__ CO22-147 'r s•'"'3 - '4j . 61/4'BRASS DISK AT THE h'bE2yj6 --�- - 2/r DISK SET INCONCRETE CURB.STATION IS LOCATED ATTHE IMfRSECTON R F WEST 1/4 CORNER OF SECTION 3 / OF SW GENESIS LOOP AND SE M0110614 COURT.ON THE NORTH CURB UNE OF SW ay PER B.T.BOOK AGES 556.559 GEODETIC TIE DETAIL -V,7'/ Y 1 GENESIS LOOP,43 FEET WEST OF THE WEST CURB LINE OF SW MOROEN COURT. 4'WIM FENCE CORNER N56'E, SGIE 1''43' / 1 `O' NAD 23(91)STATE PLANE COORDINATES-ZONE 3601,OREGON NORTH 0.5 FROM BRASS DISK GC 022.146 N04TXRW:649106.083:EM71Nes 76/3057.907)1MEANATIONAt FEET) 2.1/2'BRASS DISK SET IN CONCRETE CURL STATION IS LOCATED IN THE NORTHEAST CONVERGENCE ANGLE:-1.3734356' CORNER OFTHE ESIS LOOP AND SW 113TH AVENUE AND UES 2 PEET SOUTH MA STREET SIGN. COMBINED FACTOR:0.999991129A 99 p9 J f 1 T') ) --' NAO 63(91)STATE PLANE COOMHNATES-ZONE 3601,OREGON NORTH - Il NORTHAM:649290.3V:EASING,7612926394(IHTERNATIONAL FEET) L N U T STREET CONVERGENCE ANGLE:-i'37M,606' S W W A v COMBINED FACTOR:099919®8 COUNTTSoADN0.934- -- - A�' $4+, :CARP 1`s. 5 ' g y 40AW w 0 40 120 a „76.02 o 7 :46. (PARCEL II W � / 0C ��- -j 31 4.2 06 SCALE-1`•10' 3.65 10041(70 Y j 1.1900' '/,y 7'1, 7• DEDICATION 25'01'4 "0 LOT < NARRATIVE: 43+1016'4343 i' THE 1014504 WRINGS AND BOUNDARY DETERMINATION FOR NHS PLAT ARE PER 1735 a I d V SURVEY NO.32379,WASHINGTON COUNTY SURVEY RECORDS. ��Iz REGISTEREDGEED DOOJMENT DEED DOCUMENT 1020 0 OT PROFESSIONAL 1071 NO.200S-014481 X0.200611!616 nt LAND SURVEYOR $S1 3 so �/ 2 '25.ar WIDTH j� BOOK 167 z Z �fs'."'G ORALES �a jP&RCOII) a TRACT A-7( OREGON L,1MSF P4 Z Y 11.MOO I O O MICHAEL H.HARRIS 6.160.ar VI LOT 13 0C LOT 14 57803 1637 IR'NO W 2.1331' W ORIGIN UNKNOWN, 185.00' 0.525'11' x VALID UNTIL 6-30-77 Sa'10'12'E 3.57 UNo6.06'00E 586.56 25"E 2345 w La W SH6'36'23^119L1V •'" - LOT2 "124•V;1117 •360.ar 1• et• nI J LEGEND: ffi:. 1 0910'41' /•• m • FOUND MONUMENT M NOTED. C•NSS'0172'E 3S' ;'9, 'x 9,691 SF / V - 0 5/6.030'IRON ROO W/PCSTA7MED"PIONEER DESIGN" 12•360.00 00.74' /�' �} :s.� • 6.4.07.41.l7' SW BLUE Ilk708!IOST•MONUMENiFD.err ON 5-Pa-/6 0910'17' /A ••• •I TN1rw'lr41113' HERON PLACE 1 Mr IR W/OPC STAMPED"ALPHA COM DEV", 2.15 50'0317'1 C•N1Y51'M"40.74' �' UNLESS OTHERWISE NOTED,SET IN'WALNUT CROSSING' �: :'J 176.9D' • ,§ ORIG IN Remerw, 3M"IRWRON STAMPED"ALPHA EN0INC SET IN / N / ORIGIN UNKNOWN x "BLUE HERON PMR' E , / 64,21' p, SS/B'3IW/YKSTAMPED'PIONEER DESIGN'SET IN 2073 ;g 2 2432.14' r �' OO • • 586.54'23"E I CW331506T , M•' J,_..-10.02.WIDE PUBLIC ;lot; STAMPm"PNNIEER ectigiT 708E M 36.79' O PMT MOFAJM1NTED INA MONUMENT BOX. Mc, AAY '2}: �•1a}T- AOMSS EASEMENT SET ON 5-14-I V 1.11' SIrDS'37"E `F v ,$�4/ / 2.99.91' ACCESS EASEMENT IR IRON 1200 045 EAST W UNP 149.65' �"°o ,0.152917' TRACT B LOT 12 LOT 11 IP IRON PIPE 3.16000' • ti �" • 7"C.N2r34rorE W/YPC WITH YELLOW PLASTIC CAP 2.235 O(%,b` L 39,74' 6,3535f W/OPC WITH ORANRHPLASTCW 0.550'43 0'O.O • 1•14, t' ' 4^IP SHOWN 2074 A 3 coo:evere,YC,,•.'i",^WAINUT CROSSING' n SNN S1 EURVE5 NUMB[R,WMX WCORD DATA PER PLAT ASHINGTON COUNTY Q 305 7,514 SF 2.10 !'!•''0k1 • •'0,,,,,.4•4 10.C•S)3 o7'4U'716.69' G4 (ORIGION SN NVNK OWN) SURVEY RECORDS /V,. • •5 44-`1,4:8.4-s-,4 44"t'105.3,-.l ' SF SQUARE CER 2.11......=,3552505.37.E /L: qT 6/ / a. ..(`4!2,9OS'•33L' 4 • CD 115,53' • 3'69'1' // a``T4'1y SF TRACT C ,, z r e/� N� //IN )30.04. 3,112 SP Iv •.121.371 1.96. N ry/. •.. R.110O0 C`S)4.30 L•1 2.2471'' O LOTS y,R�, 4 -10 OJn /0333 7. 3.°9.10,10*".132.50' EMEM UNE CROSSES 0C PI N 7,103 SF ,i 47/ 0071$'236'2000 LOT UM 1.03 FROM CORNER Z. • l.1 R05 WET OF UNE LI / TRACT! ,...4 4? / PORTION OF 1543 WIDE PERMANENT 13 �• y4 M ARY SEWER EASEMENT 19.75 �Ih I PER RDOCUMENT NO.93CR164 9AA SP 4 •/•$ Z Iu I OUTSIDE OF NGNTONWAY A TRACTC Q LATE 1D �seroverE M1w03 • W . ISEE DETAILLEFTI ONO.aot MSH; •14003 109'03'3700 14335 / 0.3.50'43'I • I z • 0.2.5539' W C•S03 1500 W C30372'13W 77 12 nn b /TION Of 2343 WIDE PERMANENT yy -yam 4 / SANITARY SEWER EASEMENT p ' 5 a 4 417 7.775 SF .x yj 13 PER DOCUMENT NO.95061164 .�0 F. 7,505 SF W V,'' OUTSIDE OFNGNT-0F•WAY `a r o -P LOT7 a6I 1 a 0 60000371 P 1.33.25 EASEMENT DETAIL 0 149.47 ON SCALE:1"•w' PC t-1 51503.37.E M P • 11.33 wow • 11 q 0. 14 7,770 SF O( 6 61 (' 7,39457 N 'n0 NM•OS'37W LOTS S n 6.1703 23.00 23 m 143.37 0 39 1.2676' 0330544` I 1010 \ - x46.4 a'J 7,764 SF - x 83.19' o- p PI W 'L O SW TRANQUIL LANE o Neerosvrw A Z - W^7'\ _ N8r56'S3`WfP)1473T1N _ b S12'S6'SBKrm I43.M' DEEDDOOJMEM 0 �i/B'IR W/ALVMWPUMW DESTROYS/11 r - - 125.yy - DEED DOCUMENT t^ Q STAMPm'AIPNACOM.OEV.` CONSTRUCTION, S W T R A N 9 , Q PER WALNUTCm591NG' NOT RRPIKED LAN LANE 7,793 SP q 7/y - 23.10' i W 8.1700' NYTIS'37'W W 1.26.43' 14.15' 0 '�j LOT9 7 034631'15 1 iii d ems SF C•64.22,1000 jk 8 1-1/2'11 SET '�',, BAD PUE 7.512 SP O IN SN 63970N UNE\ Nf+i�•� 'x 9.75'(7) / 100.02' I_a 25.ar u.ar Q I_ 349,05' 3 O N43'a'S4W 1.D0l N 8'45'024W 299.07' INITIAL POINT18 DEED DOCUMENT !q 2006UENT 61/4'ALUMINUM DISK AT THE EAST I/4 CORNEROF SECTION 4 PER LT.I0046,PAGES 5565114'WIRE 1EN0 COINER WIVE D.6'FROM ALUMINUM DISE U.)