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Plans MST QO\ - < Cf1 1,1-1c5L ' S Lv r SV. Designer:Vitally S. remier M c t„�1 GPp--�J Address:9150 SW Pioneer ct.ste-G City:Wilsonville DDIS & SpasDi LCL State/Zip:OR 97070 �, Phone:503.855.4117 OFFICE COPY Cell:503.943.9673 Email:vitaliys@ppas.comn Alternate Contact: License#:ORCCB-174389 Customer Name:Greg Kaufer Address: 14504 SW Fern St S" Address: City:Portland �J '4' a., State/Zip:OR,97223 cS Phone: �cs- Cell:503.997.0983 3 . Aterinate Contalutmbline@gmail.com ADD ON' Job#:Kaufer Pool HOUSE - LI V A �Z I _!p 7^t� 1 � Lop,�c, �� , d— \I \ t Wi en! e,i.oxs.tNt f Lt3 FIBERGLASS POOL 0/1^t/1^ CONCRETE DK 600SF- . -------. GRADED ON T SIE EXCAVATED SOIL 6 Divb 3,s R Pte -ioierelZ 1 V E W e / 1TY OF TIGARD Approved by Plan ng GATE Date: S-3 HS r 5; initials: . 5 CO VI Scale: 1/32"= 1 ft. !') APPENDIX SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG101 GENERAL SECTION AG104 AG101.1 General.The provisions of this appendix shall con- AG104.1 PermanenttllSinstall ddsp s 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 ANSUNSPI 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 ANSUNSPI 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 Chapter 2. SECTION AG105 BARRIER REQUIREMENTS ABOVE-GROUND/ON-GROUND POOL. See "Swim- AG105.1 Application. The provisions of this chapter shall ming pool." control the design of barriers 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. AG105.2 Outdoor swimming pool. An outdoor swimming HOT TUB.See"Swimming pool." IN-GROUND POOL.See"Swimming pool." pool, including an in-ground, above-ground or on-ground RESIDENTIAL.That which is situated on the premises of a pool,l hotp tub with thpthe foa llowing surroundedl be by a bather which detached one- or two-family dwelling or a one-familytown- shall comply house not more than three stories in height. 1. The top of the bather shall be at least 48 inches (1219 SPA,NONPORTABLE.See"Swimming pool." which faces awaymm) above gradefrom the measureon pool. The maxir grade of SPA, PORTABLE. A nonpermanent structure intended for mum vertical clearance between recreational bathing,in which all controls,water-heating and the barrier shall be 2 inches(51 mm)mea ud the r don the side water-circulating equipment are an integral part of the prod- of the barrier which faces away from the swimming pool. uct. Where the top of the pool structure is above grade,such as SWIMMING POOL.Any structure intended for swimming s ch as the pooabove-grounl structure,or pool,the may ground level, mounted on top of the pool or recreational bathing that contains water over 24 inches structure.Where the bather 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 bather 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 barrier shall not allow passage of a 4- sides by the walls of the enclosing structure. SWIMMING POOL, OUTDOOR. Any swimming pool inch-diameter(102 mm)sphere. 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 SECTION AG103 normal construction tolerances and tooled masonry joints. SWIMMING POOLS 4. Where the bather is composed of horizontal and vertical AG103.1 In-ground members and the distance between the tops of the hon- g pools. In-ground pools shall be zontal members is less than 45 inches (1143 mm), the designed and constructed in conformance with ANSUNSPI-5 horizontal members shall be located on the swimming as listed in Section AG108. pool side of the fence.Spacing between vertical members AG103.2 Above-ground and on-ground pools. The design shall not exceed 13/4 inches (44 mm) in width. Where there are decorative cutouts within vertical members, and construction of above-ground and on-ground pools are not included in this appendix. spacing within the cutouts shall not exceed 13/4 inches (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 7 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 13/4 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 AG108,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 13/4 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 3 AG106.1 General. Suction outlets shall be designed and byin (the 44gomembers shall not be more than 1 /q installed in accordance with ANSI/APSP-7. inthe (44 mml m). 8. Access gates shall comply with the requirements of Sec- , ec SECTION AG107 tion AG105.2,Items 1 through 7,and shall be equipped SEABBREVIATIONSTIOG107 to accommodate a locking device. Pedestrian access gates shall open outward away from the pool and shall AG107.1 General. be self-closing and have a self latching device. Gates ANSI—American National Standards Institute other than pedestrian access gates shall have a self 11 West 42nd Street latching device. Where the release mechanism of the New York,NY 10036 self-latching device is located less than 54 inches(1372 mm)from the bottom of the gate,the release mechanism APSP—Association of Pool and National Spa and Pool Institute SaProfessionals and openings shall comply with the following: NSPI2111 Avenue 8.1.The release mechanism shall be located on 2111 EisenhowerEi ea,owVA 2Ave the pool side of the gate at least 3 inches(76 2314 mm)below the top of the gate;and ASCE—American Society of Civil Engineers 8.2. The gate and bather shall have no opening 1801 Alexander Bell DriveReston,VA 98411-0700 larger than 1/2 inch (12.7 mm) within 18 ASTM—ASTM International inches(457 mm)of the release mechanism. 100 Barr Harbor Drive, 9. Where a wall of a dwelling serves as part of the bar- West Conshohocken,PA 19428 rier,one of the following conditions shall be met: 9.1.The pool shall be equipped with a powered SECTION AG108 safety cover in compliance with ASTM STANDARDS AG108.1 General. F1346;or 9.2. Other means of protection, such as self-clos- ing doors with self-latching devices, which AG1O8 PI are approved by the building official,shall be ANSI/NSPI-3-14 Standard for AG104.1 acceptable as long as the degree of protec- tion afforded is not less than the protection afforded by Item 9.1 described above. ANS ound ResidentialStadard for Swimming APbove-ground/ AG103.2 10. Where an above-ground pool structure is used as a bar- On-gr rier or where the bather is mounted on top of the pool ANSI/NSPI-5-11 Standard for AG103.1 structure,and the means of access is a ladder or steps: Residential In ground Swimming Pools 10.1. The ladder or steps shall be capable of pNSI/NSPI 6 13 Standard for being secured, locked or removed to pre- Residential Portable Spas AG104.2 vent access;or 10.2. The ladder or steps shall be surrounded by ANSI/APSP a barrier which meets the requirements of ANSI/APSP-7-13 Standard for Suction Entrapment Section AG105.2,Items 1 through 9.When avoidance in Swimming Pools,Wading Pools,Spas, AG106.1 the ladder or steps are secured, locked or Hot Tubs and Catch Basins 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 AG105.2, All Covers for Swimming Pools, AG105.2,AG105.5 Item 9. Spas and Hot Tubs 2017 OREGON RESIDENTIAL SPECIALTY CODE 628 I Installation Guide 1 Model Code: BN beLLhind evr erypoo/® LATHAM POOL PRODUCTS, INC. D.B.A. Viking Pools: Island Breeze II Step 1. PLANNING FOR THE INSTALLATION RECOMMENDED TOOLS 24.A box of 2"screws b.Wire and Hardware(that comply to FED,State, 25.A box of 3"screws and Local codes) 1.Hammer 26.Pipe wrench r(42 2.Neon nylon string 2 rolls 27.A 4"handheld grinder(for squaring up the skimmer c w 1.Re4 Wire three Meshoot[3']sticks)or 6"x6"W1.4 x 3.Yard marking spray paint hole and/or flattening the back side of the shell 4.Strap kit(four 20'straps,one 33'strap,one 35' for return fittings and lights-is a must-have in Pool Eq Rebar ties with pig tail 6 strap,four 2"to 3"shackles[U bolts],one large(4") case you accidentally cut through a hook or core a.Pump shackle) location) 5.Two 2"ratchet straps b.Filter P 28.Shovels,rakes,picks c.Chlorinator("if required) 6.Laser transit/level 29.Wheelbarrow 7.2"duct tape 30.Bottle jack e.Automationeater :f required) 8.2-50'ropes 31.Short 2x4's and short 4x6 boards e. (with ransform 9.Sharpie markers f.Lighting transformer) 32.Crane g.Handrail and/or ladder with escutcheons(and 10.A roll of paper towels 33.Bobcat 11.Shop Rags concrete anchors) 34.Excavator h.Equipment pad or Portland cement and form 12.Bi-metal Hole saws,2-3/8",I-1/2",3",and 5"with 35.Dump truck centering bit 36.Safety fencing boards 7.Tile Kit 13.Reciprocating saw(Sawzall)or jig saw with extra 37.Hoses(2) 6"hi metal blades a Waterline tile,step/seat inlays,inlaid mosaic tiles 14.6Cor "hi m s drill blades (with multiple batteries charged) b.Adhesive and grout for tile with scrubber sponges 15.A drill bit set(with multiple 1/4"bits) CONSUMABLE MATERIALS LIST c.Tile float 16. d.Extra tubes of silicon adhesive/sealant 17.Leather Gloves auto caulk gun 1.2-4'2x4's 8.'h inch washed gravel(for pool base and backfill) 1 . 1 Caulk gun. tapeOptional: 2. 1-10'2x4 9.Forms for concrete 19. 1-100'measuring measureape 3.2-16'2x4's 10.Cantilever deck forms(Stegmier/Mortex)(if 20. 1-ltmet 4.Plumbing required) a.PVC Pipe and Fittings(that comply to FED,State, 11.Extra ties for Forms 21.PVC cutters that will cut 2"pipe and Local codes) 22.Phillips head screw driver(42 to tighten skimmer 13.Woodstakes b.PVC Cleaner and Glue 13.Materials for brick or stone work screws) 5.Electrical 23.Pen and grade work sheet 14.Materials for concrete deck a.Electrical conduit(pipe,elbows,unions) 15.Materials for pavers SITE PREPARATION AND PLANNING In planning for the installation of a new Latham pool,there are many important considerations that must be evaluated in order to achieve a functional,long-lasting and aes- thetic addition to a home.When choosing a location,consider the following: I.Grade:Pools and decks are normally constructed on level ground.Extreme variations in grade should be resolved before the excavation of the pool begins.A relatively level and flat location is preferred so time and effort are not wasted on radical fluctuations in grade. 2.Excavation Equipment Access and Pool Delivery:Determine the most efficient route for equipment to enter and access the site.Also keep in mind that a well-planned route can save time and money by enabling multiple pieces of equipment to work in unison.For example:Coordinate the delivery of the pool with the completion of the excava- tion and preparation of the hole.Use of a crane with four(4)20-foot straps is recommended for the process of setting the pool shell in the excavated site.However,if a track excavator was used to prepare the site,in some cases it may also be utilized to unload and set the pool.Contact Latham for specific guidelines for setting pools with excavator equipment.Finally,consider the placement of the equipment.If possible,position the pool equipment so the pool shell can be unloaded and placed directly into the excavation without risking damage to the equipment. 3.Underground Utilities:Check with local authorities for the locations of underground water,gas,power and sewer lines. 4.Overhead Power Lines. 5.Local Building Codes:Determine the setbacks from property lines,easements,house footings,etc. 6.Underground Water Conditions. 7.Water Drainage:Water should always drain away from the pool.Failure to keep ground water away from the exterior of the pool may result in damage to the pool that is not covered under warranty. 8.Local Fencing Codes. 9.Location of Pool Equipment. 10.Electrical Run for Pool Equipment. NOTICE: 11.Exposure to Sunlight. 12.Surrounding Foliage. Failure to read and follow specific instructions 13.View from Residence, contained in this manual will void your pool warranty. 1 Step 2. POOL LAYOUT When laying out the pool,note that the dimensions are to the outside edge of the pool beam.Most permit plans are measured to the water's edge. The coping of a Latham fiberglass pool is approximately 4"to 6"on all sides. There is generally a difference of 8"to 12"between the length and width dimensions in the installation guide and those of the permit plans in most cases(see the Latham fiberglass pool specification document for exact inside and outside dimensions for each model). Overall length and width measurements may vary up to 3%.Depending on the customer and the local building inspector,this fact can be a critical consideration. Distances between the water's edge to most property lines, electrical lines, and other structures such as houses, garages,sheds and patios must be exact to plan specifications. Start by laying out the pool template or with a 16'wide by 40'long rectangle with diagonal measurements of 43'-1".Next,lay- out the center point, making sure the center lines are at 90 degrees. Stake each point around the perimeter of the pool as shown in Figure 1.Connect each stake with string.Denote the location of the skimmer with a 2'x2'box outside of the pool layout.Use spray paint to follow the contour of the string.The outline will be the shape of the outside dimensions of the pool shell.Remove the string and stakes, leaving only the outline of the pool.Be sure to mark tanning ledge location,if any. NOTE: Latham Pool Products offers yard templates for each pool model offered. The yard templates are reusable and are the dimensions of the shell. If using a yard template,simply lay the template out in the yard where the pool is to be set and paint a line on the edge of the template. Figure 1 -Excavation Dimensions 40' 14'-3" 12 ' 10' 16' AT BOTTOM 43'-1" OF DEEP END J_ - STAKES Step 3. ELEVATION Elevation and grade of the pool area are two of the most often overlooked or miscalculated variables in the installation process. While considering all the variables concerning elevation and grade,always remember that you want water to run away from the pool. Before excavation, use the provided Form 1 —INSTALLATION PLANNING GUIDE to calculate all critical measure- ments. Check the four corners of the pool layout with the aid of a transit level or a sight level to determine the highest corner. This corner will be used in planning the elevation of the pool.In a typical installation,the elevation of the pool should be 4-6 inches above the highest point of the existing grade around the pool. However, careful consideration should be given to pool type,size and drainage of the future pool deck, as well as the elevation of the surrounding landscape and existing structures, patios and sidewalks. 2 INSTALLATION PLANNING GUIDE Job: Pool:BN Date: Finish Grade * Slope — Top of Concrete at Pool = Thickness of Concrete + 3.5" Top of Pool = Shallow End Depth + 42" or 3'-6" Top of Sand or 1/2" Clean Gravel Shallow End = Thickness of Sand 1/2" Clean Gravel + 3.5" Top of Dig Shallow End = Top of Pool '• FINISH 96 NISN GRACE Deep End Depth " or 8'—O" DISTANCE TO POOL. FlNISH GRADE m' a Top of Sand 1/2" Clean Gravel Deep End = �� E STING PATI Thickness of Sand 1/2" Clean Gravel + 3.5" Top of Dig Deep End = %"'•• 3" 4" SAND OR Xi" CLEAN GRAVEL ����`,,• * SLOPE - DISTANCE TO POOL X .25 (1/4") ** IF POOL IS INDEPENDENT OF ANY EXISTING S1RUC1URES OR PATIOS, FINISH GRADE IS TO BE 3 1/2" BELOW EDGE OF POOL DECK. UNDISTURBED SOIL Step 4. EXCAVATION Correct excavation of the pool is very important.A hole that is too small can mean hours of picking and shoveling by hand.A hole that is too large will require extra recommended backfill material,which if not dealt with properly,can result in settling or bulging of the pool. The excavation should be dug very close to the pool size with a minimum disturbance to the unexcavated soil which will support the pool.The clearance is approximately 6" on the sides and 6"on the ends(see Figure 2). Figure 2-Pool Shell Depth Dimensions 40' 12' 13'-9" 14'-3" —1 2 4' I 7'-11" I 2'--2'—}-2' '+2'—I-2'—}1'-9"I--- 111111111•1011.1111=11•1111111111111111111MINIIIIMMIIIM111111111111•111111111111111111 4111111111M Mill .1 :li 6' 5'-5• 4'-9., 4.-1" 3'-6" 3'-6" I 12.-5" I 1'-10" 14IO' i , ! rn32.646%-6Degree angle of siope(s): 18.08' 7'-11" The depth of the excavation is determined with the use of a transit level and grade pole. The bottom of the excavation is over dug approximately 4". This size pool will require approximately 40 to 45 yards of sand or 1/2" clean gravel for backfill (more may be required if the excavation is significantly over-dug). The excavation should be 16' by 40', with a total depth of approximately 3'-10" (shallow end)to approximately 8'-4" (deep end)from the desired elevation of the pool. It can be helpful to give yourself extra room the first 6"in width and 12" in length of the hole,to get past the coping,and allow space for the skimmer and bottom suction fittings(if any).Also, keep in mind that the wall of our pools are tapered, usually 1" in for every 12" in depth.A place for the skimmer must also be dug in the side of the excavation wall.The skimmer cutout should be 2'by 2'and 3'deep. See Figure 1 for placement. Pools with tanning ledges require the tanning ledge area excavated to the depth stated in Fig. 1 plus 4" for bedding material. Never use excavated material as fill or backfill in the hole; the material will settle. We suggest sand or 1IA" clean gravel compacted thoroughly(a plate tamper is needed for the pool base).The fill material used for the pool base must also be used to backfill around the sides of the pool shell. In the case of significant over excavation on the sides of the pool or in seasonal high water or poor drainage areas,you may want to mix 10%Portland cement with the backfill for stabilization. SKIMMER LID—� AND RING , Latham requires that a permanent sump pipe (see Figure 3) be in- a stalled on all pools. A gravity fed"daylight drain" is an acceptable i Figure 3- alternative to a permanent sump pipe installation. The purpose of Sump Pipe Installation the sump pipe installation (or daylight drain) is to provide a means of checking for groundwater around the pool and allow for dewa- tering the site prior to any work on the pool that requires loweringSAND OR 112"WASHED GRAVEL 8"PIPE --k-- the water level within the pool shell, thus minimizing potentially high hydrostatic pressure. Latham recommends the installation of a permanent sump pump in areas with a high water table and/or FIBERGLASS significant ground water. Latham suggests digging an 18" x 8' x POOL SHELL FIBER MATTING 18"trench across the deep end of the excavation. Six inches of 1/2" SAND OR 1I2"WASHED GRAVEL clean gravel should be placed in the bottom of the trench.A section - 12" of 3" perforated PVC pipe is placed on the rock base and connected f__. to a vertical stand of 8"PVC pipe running to the surface of the ex- 1'i" g" ° ° ° ° °° ° ° ° 1 cavation. Cover the new sump line with landscaping fabric. The 8" 1 PVC riser pipe should be trimmed with a skimmer ring and lid for 112"WASHED GRAVEL _." _.<77.771 3"PERFORATED PIPE 1/2"WASHED GRAVEL 4 aesthetics and safety.After the connection has been made to the vertical stand of 8"PVC,finish covering the 3"perforated PVC pipe with 1/2"to 1"clean gravel to the bottom of the excavation(see Figure 3). The bottom of the excavation is now ready for approximately 4"of base material. Step 5. PREPARATION OF THE BOTTOM SURFACE OF THE EXCAVATION The preparation of the excavation bottom is critical so the pool will fit properly. Thorough preparation will eliminate settling, stress cracks and a minimum of time will be spent setting the pool. First, install the 2" x 4" master screed rail(s) length wise in the excavation, using wood or metal stakes (See Figure 4). Make sure the diagonal measurement is exact to insure that the bottom is square.Adjust the master screed rail(s) to the appropriate height using a transit level (See Figure 2).Next, install the remaining screed rail(s)parallel to the master screed rail(s)using the offset dimensions as shown in Figure 4 and making sure that they are perfectly level to the Master screed rail(s)to insure that the bottom is square.Next,spread a layer of fill material approximately 4"deep evenly over the bottom of the excavation.Rake the fill material flat to the top of the screed rails(See Figure 3). Compaction of the fill material is generally achieved by screeding it into place, but depths of greater than 4"will require use of a plate tamper. Rake and compact the area several times. Screed the bottom of the excavation, filling any low spots as you go. Remove the screed rails and fill in the voids with fill material, being careful not to disturb the fill. r 40' ` I SEE SECTION A-A P. n Y �2" 4" SCREED BOARD MASTER SCREED RAIL A A 16' 12' 14'-5" 18'-10" 1T-3" Figure 4- Screed Rail - Dimensions �2• x a• SCREED RAILS STAKES U U Y I a I Y 4 UQIL POOL SHELL MUST REST OR DIG UNE SAND OR 1/2"CLEAN GRAVEL 1 — 12' 13'-9" 14,-3" \,,\ FINISH GRADE ���/� 0 12-5" 2" x 4" SCR ED RAILS 3"-4" OVER DI - _ 4SUMP SYSTEM —2` x 4" SCREED BOARD 14'-6" i� ./...,:----- T-11" TAKES me I B ( OPTIONAL CMU PIER LOCARION(S) I V Step 6. SETTING THE POOL Upon arrival/delivery of your pool shell, be sure to inspect the pool for damage that may have occurred during transportation and for conformity to order specifications. The recommended method of setting the pool shell is by making use of a crane or boom truck. A track-mounted excavator can be used to lower the pool into the excavation, but directions should be obtained from Latham prior to setting the shell.Please note that Latham recommends lifting all pool models over 12'wide with a spreader bar and 20' lifting straps. Once the pool is set in the excavation, the pool should be checked for level and the bottom should be walked over to detect any voids in the fill material that might be present. The pool is then lifted and reset as many times as necessary to achieve a"good fit."A good fit is realized by raking the surface of the fill material in order to see where the pool's perimeter is touching(footprint)and by walking around on the inside of the pool to detect low spots. It is normal to feel a slight void under the center of the pool,but walking in the pool should cause the floor to rest on the bed of fill material. The pool shell will conform to the base material under the weight of the water. It is important 5 me certain tthe bottom, m , ll rnting firmly the bed of fill material.The pool can btoe separated fromhat the lifting equipmentperieterwhenand theaentitaresiperimeteron points ofare the sittipool (includiuponng all transitions)is within 1/2" of level around the entire perimeter of the shell with tile preinstalled, or 1"of level if tile is to be installed later during the installation. A properly prepared hole should not require the filling of large voids beneath the pool. Blindly adding fill material beneath a pool can cause more harm than good.It is important that any adjustments to the pool's elevation be made before water is added. If the hole was properly prepared,nothing more than a few minor adjustments should be needed. Step 7. WATER AND BACKFILL On most pool shells water can be filled to the bottom of the first step with no backfill material against the shell wall. The pool should then be checked to assure it is still level (check EXCAVATION NOTES for specific shell being installed). If the pool shell does not remain level, the water should be completely removed and the bedding material added or removed as necessary to achieve level. As backfill material is initially placed around the pool shell, care should be taken to ensure that the wall-floor and step-floor radiuses are tightly packed with fill material. Once the pool shell is"locked in,"the fill/backfill process can continue.It is very important that the radiuses of the pool are properly and completely compacted. Poorly packed radiuses can result in hairline cracks and/or structural cracks due to deflection.Be sure to backfill slowly and thoroughly. 2x4 LEVER After approximately 12" of water is in the pool and backfill ASSEMBLY has been placed evenly,the backfill and water should always FIBERGLASS la be+/- 6"of each other. As the water approaches the shallow POOL SHELL an., ""end, pay particular attention to all the unsupported areas of the pool. Steps and swimouts tend to droop, so slight adjust- Figure 5- ments may need to be made with the levering device.Be sure Backfill Detail you wait until a sufficient amount of water surrounds the area NATURAL GROUND (usually 12") to keep the rest of the pool in place, or you may raise more than you intend. The walls of the pool may WATER 6° bulge inward if too much backfill has preceded the water in the pool, or outward if too much water precedes the backfill. If bulging does occur during the installation,the only remedy is to dig that area out and proceed correctly. Slight bulging has only visual effects,while not affecting the structure of the COMPACTED FILL pool.A string line is very useful in determining the straight- ness of the pool walls during the backfilling process. 6.. — To mitigate the stress under step,tanning ledges,and some seats potentially induced on the pool shell as a result of backfill set- tling, Latham recommends either a shallow dig under large steps, tanning ledges, and some seats (Figure 6) or in the event of an over-dig,the installation of concrete masonry unit(CMU)piers placed under the steps,integral tanning ledges and/or swim outs,and some seats may be needed(Figure 7). Figure 6- Figure 7- Minimal Dig Stair Detail CMU Pier Stair Detail FIBERGLASS •.47,.:::;.:;V:1!: _ 4 .,! •:•:•:•_ III_ POOL SHELL �- ..:::=III--I I I i _— 1=1l ��=III-111— II-'ii,;,IIIt ,I� I—I(I—III '—'I' " `r • I I— 3"THICK COMPACTED romiumi 1 l I-1 I P—I 1 i �, IIISANDORYe"CLEAN �!! GRAVELRYPICAL)SAND OR Y,"CLEAN " �'' -, II— 4GRAVEL F�ORCLAMPACTED _ GRAVEL(TYPICAL) !I_ FIBERGLASS 4"MIN THICK COMPACTED ADOBE)SOIL ONLY. POOL SHELL GRAVEL FOR CLAY • I-- (ADOBE)SOIL ONLY. .. .. :\ ■ . � ' r i I— FILL MATERIAL mit I FILL MATERIAL ,:'� �� ��. �.. �, :::..:...., .,. I PI.44••OI•N•0. '_.III OiVit.!;$,S.clei��I ik:Oi�"A:Edi:4741.0. .`tVI�. wank.; ��J u" 11-1-7111---;7-17rI—t �II 1 7/2"CAPAONE 111=1 I =-77-r,1117-71117-7-; - ffl .,I 11-111-1 I ,, BASF MATERIAL BASE MATERIAL FILL MATERIAL 6 Blocking the steps is performed after the pool shell has been set within level and water reaches the tread of the next to last step tread(2nd from floor). When installing CMU piers, start by placing a 1-1/2"capstone block on the base material. On top of the capstone block, stack CMU's (cinder blocks) until they reach a point just under the step or ledge locations designated in Fig- ure 4. Since the step area of the pool shell is often lower than the rest of the shell,jack the step package up using a bottle jack and a section of 2"x 6" lumber under the outside radius of the top step(where the top tread meets the top riser). Jack the steps to be level with the rest of the beam of the shell. Shim the gap between the top CMU and the bottom of the tread/riser radius with another capstone block and/or 1/4"concrete backer board. When the bottle jack is released,the pool shell should be within 1/2" of level around the entire perimeter of the shell with tile preinstalled, or 1" of level if tile is to be install later during the installation. Bottle jacks should be removed from the job site once the piers are in place. Do not leave bottle jacks or organic material,such as wood under the pool shell for support. Properly placed piers should be '/2 under the step of the shell, with the remaining portion of the top block/shim remaining outside the step/riser tread(See Figure 7 for detailed drawing of properly placed piers). Do not place piers completely under the top step or tanning ledge(swimout)as stress will be transferred to the radius between the horizontal and vertical surfaces,resulting in stress fractures. This pool does not require annual draining for service.If draining is ever required,the owner,or their agents,must first receive written permission and instructions from Latham Pool Products.Damage caused due to the water being drained below the level of the skimmer inlet is specifically excluded from the Latham warranty. Step 8. PLUMBING A basic swimming pool circulation system is relatively simple in operation. Water in the pool is drawn through the skimmer to the pump, which pushes it through the filter back to the pool via the returns. See Figure 8 for a basic filtering system diagram. More advanced filtering systems may include sanitizers,jets, blowers, automatic pool cleaners, etc. Latham recommends the use of 2", schedule 40 PVC plumbing on most pools. The plumbing system must be designed to comply with ANSI/APSP-7 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN POOLS AND SPAS (latest revision). Visually inspect and pressure test all plumbing installed at the factory upon the delivery of the pool and during the backfill process. Latham Pool Products suggests placing the equipment slightly above the elevation of the pool. If the equipment is placed below the water level, check valves or shut off valves must be installed to prevent accidental siphoning of the pool. The equipment becomes less efficient the greater the distance away from the pool.Pipes may now be glued at the equipment pad and circulation of the filtering system may begin. Check all connections for leaks and proper circulation before covering them. Local building codes may require pressure testing of the plumbing system before the installation is complete. POOL PUMP O OUT POOL r► IN FILTER OUT0 TO POOL RETURNS No- Figure 8-Basic Filtering System oW IN o 2. 71 rn m 0 cg o �O z �- T -1 z 0 Step 9. ELECTRICAL If the installer or homeowner is not qualified to do electrical work, an electrician should be hired and a building official should inspect the work.All electrical work should be done to National Electric Code specifications and any local codes. Latham will not be held responsible for any electrical work. 7 Step 10. POURING CONCRETE A standard cantilevered deck, as shown in Figure 9, requires that forms be placed on the inside perimeter of the pool. These forms are attached to the pool beam using double-sided tape. The forms are then held in place using supplied wire tires and screws. Cantilever forms are typically installed on the same day of the concrete pour.The backfill should be removed from the top 8 inches around the pool perimeter to a width of approximately 10 inches.In areas of sandy soil conditions,the material is typically removed just prior to pouring the deck. Care should be taken that the concrete is worked into the area under the beam of the shell so that air voids are minimized.If desired,3/4"holes may be drilled every 36"to aid bleeding air.Rebar or wire mesh should be used in the concrete deck. For decks using pavers, as shown in Figure 10,the concrete deck should be poured up to approximately 1/4"of the top of the pool coping.Deck should fall t/4"per 12 inches of horizontal deck to allow any surface water to be drained away from the pool. Half inch holes may be drilled into the lip of the pool every 3'.Two foot lengths of 3/8"rebar are placed in each hole and bent at 90 degree angles(see Figures 9 and 10).This will ensure a bonding or anchoring effect on the sides of the pool.The walkway may also be reinforced with 6"No. 10 wire mesh or No. 3 rebar on 2'centers(see Figures 9 and 10).Concrete should be poured at least 3' around the perimeter of the pool and at least 4"thick. Latham will not be held responsible for any concrete work or cracks that may result from its use. In northern climates 6"-8"of clean gravel is recommended under the concrete deck. Figure 9- Figure 11 - Cantilever Concrete Deck • • Partial Above Ground Installation (Typical) (Typical) (Only for pools 12'wide and under) 6"X6"-W1.4 X W1.4 •• WIRE MESH OR ` - REBAR NO.3,ON 2'O.C. 1 EACH WAY. I- -- 3' MIN. ..,,,I ...i /t FOR CLAY(ADOBE) • MAXIMUM OPTIONAL / SOIL ONLY. • MOUND DIRT WOOD SLOPED 114"=1' ; 19 1/2" AROUND POOL DECK -4 _ P,--- __ ; \��, APPROX. 6" 6" 1Aio 1:1 • --i, ,dol I I I- i� SOIL ONLY.poo 44 �+ i 11I � r r THICK COMPACTED ' ) SAND OR 1/2"CLEAN GRAVEL(TYPICAL) I 6" 4"MIN.THICK COMPACTED JI �'a► GRAVEL FOR CLAY • I!is (ADOBE)SOIL ONLY. • /‘+ '''� SAND • OR • 112"CLEAN GRAVEL • 6"X6"-W1.4 X W1.4 S„ 1,_, \ FIBERGLASS ▪ BRICK OR NATURAL WIRE MESH OR _ POOL SHELL • STONE DECK* 3' MIN. / REBAR NO.3,ON 2'O.C. 10° - -- / EACH WAY, • SLOPED 1/4"=1' • N " FOR CLAY(ADOBE) • ! SOIL ONLY. .�- i- rr -� " " s • 12" II�r .�addikt s t alI111 111-1 V-1-3--T 10 LI T -_--- �-.-00 {t _ tt 1-`I FOR CLAY *) . i•,-t � E I1 ! (ADOBE) Figure 10- mac , SOIL ONLY. Concrete Deck with112 [1 -3"THICK COMPACTED 04 4 Brick or Stone Ili SAND4"MIN.ORTH112ICK"COMPACLEAN GRAVELCTED (TYPICAL) ' GRAVEL FOR CLAY 1 -- (ADOBE)SOIL ONLY. t \ '�� SAND OR 1 �--1/2"CLEAN GRAVEL 6" }-`_j ` FIBERGLASS - 10"-r -�--"' POOL SHELL 8 t = 1 1 Figure 12- ns Chain Locatio Chain IOo IVong mey vary slightly. M POOL LIFTING NOTE: I. When being lifted from the trailer and/or set in the excavated installation site, four(4)20'straps should be used. The 4 straps should be connected to a common lift point,typically the ball of the crane. Figure 13- r Standard Fitting Locations LI °)1 Legend: SK-Skimmer R-Return Fitting L-Light OS-Optional Skimmer O5 Location for Auto Cover Bundle Drawing denotes approximate standard outfitting locations.Additional fittings and custom outfitting not shown. WARNING TO THE BUYER The pool is designed to be kept full at all times. The shell can be damaged if the water level is allowed to drop below the skimmer. When appreciable draw-down is noticed, or if it becomes necessary to drain the pool, contact Latham Pool Products, or their agents for instructions. The pool shell may be damaged and separation from the concrete may occur if the pool is allowed to overflow or if heavy water drainage is allowed to over-run the deck to pool shell connection. Keep the water level in the middle of the skimmer.Latham Pool Products will not be held responsible for any unforeseen problems or circumstances which arise from inadequate site drainage or incorrect deck installation.Refer to the Latham Warranty for conditions,circumstances,or installation practices that may void the pool's warranty. 9 AUTO COVER READY J ....." 16'x40' I Island Breeze II Depth: 3'-6" to 8' 1 Ships from CA, FL, TX, WV :Iv ic.; Foe .--.) vincifsli,:lirig eCr, pmen' shall b.,7,, cPsigher! 'or swriir ng 7,,o1:l.s a'-d shall ne ihstallec n accnrdanre v.qh- it-'0, (j rig sliffici ch4t, pmcnt fl' r , ;-;p1.:!cificx.in-'s -.),(..,isc: c r)nlar:1 'tic tivrlgiesciirg (,:qtk)rnerl rr.,:in ,fic:tirer (c)r. then" specificillor -, i ESICC Most Widely Accepted and Trusted EVALUATION SERVICE Innovation RESEARCH LABS ICC -ES Report ESR-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 EVALUATION SUBJECT: VIKING, TRILOGY, BLUE HAWAIIAN AND LIBERTY 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! tcC ICC ICC pmG um) ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes xc,cet.d10.e not specifically addressed,nor are they to be construed as an endorsement of the subject of the /� A SI PREFERRED �� report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,expressEDUCATION BIMAC-CHEMED "` or implied,as to any finding or other matter in this report,or as to any product covered by the report. sones„�5 mas PROVIDER ■ais IONAL Copyright©2017 ICC Evaluation Service,LLC.All rights reserved. oor COUNCIL CODE COUNCIL ESEVALUATION SERVICE L'"^°•a"°^ Most Widely Accepted and Trusted • ICC-ES Evaluation Report ESR-2014 Effective Date: November 2017 Revision Date:November 22, 2017 www.icc-es.orci 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 LIBERTY COMPOSITE POOLS The fiberglass pool and spa shells consist of one-piece 176 DRIVE fiberglass construction shop- formed over a mold. The JANE VIKINGLEW,WEST VIRGINIA 26378 material is minimum 1/4-inch-thick (6.4 mm), fiberglass- (304)884-6954 reinforced plastic (FRP), composed of isophtalic resin, w04)88 -6954 m vinylester resin, fiberglass, and ceramic (ceramic in Viking Pools only). The surface finish is a neopentyl glycol gel EVALUATION SUBJECT: coat. 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 • 2016,2013 AND 2010 California Residential Code®(CRC) (25 mm by 38 mm by 914 mm), Douglas fir, No. 2 wood • 2017 City of Los Angeles Residential Code®(LARC) members encapsulated in the FRP process at 41/2-foot (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 in this report are the same sections in the ADIBC. 4.1 General: 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 • AC274, ICC-ES Acceptance Criteria for In round registered design professional provided none of the 9 following conditions is encountered at the site: Residential, Fiber-reinforced Plastic Swimming Pools and Permanently Installed Plastic Spas, dated December 2006 1. The existence of groundwater within the excavation, (editorially revised July 2017) where the pool or spa floor will contact the soil at the 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 water circulated through a filter in a closed system. The 3. The existence of any expansive-type soils. 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 i`r 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 6%M to any finding or other matter in this report,or as to any product covered by the report. xrtx unoxu Copyright®2017 ICC Evaluation Service,LLC. All rights reserved. aoE 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 Table 3 may be installed up to wn If any of the above conditions is encountered, excavation 19112 incheso(4951n 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 accordance with Section 4.2 before work is resumed. 5.0 CONDITIONS OF USE 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, 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 over excavation 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 5.2 Electrical and plumbing installations must comply with (25.4 mm)of level. Simultaneous waterfill and sand backfill operations must then commence. The sand must be the time of nstruodes inieffect at the construction site at compacted with a tamper and water. The installer must the time of construction. 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, After completion of the backfill, the bond beam and IRC Section R403.1.7 or UBC Section 1805.3.3 must 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 4.2 Expansive soils: AG105, or UBC Appendix Chapter 4, as applicable. 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 following additional installation details must be followedr thistance tests that d subject to the code official's approval: demonstrate compliance with Section 8.1 of 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 AG106, ISPSC Section 310 and IRC Section pool or structure from settling. 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, Louisiana; Dix, Illinois; or the Zephyrhills, Florida, beneath the pool or spa and behind the pool walls with clean sand and compact. The pool or spa must facilities, under a quality control program with be filled with water as backfilling progresses to a level inspections by fCC ES. 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' C6' 16,700 Type 0 ALAP 38' 16'26' 12' 56 7,000 Type 0 5'10" 17,500 Type ARU 22' 11' 0 AT 40' 16' 5', 5,200 Type 0 21,000 Type 1 B 255" 11'10" 4'6" 8,100 BAR 38' 16, Type 0 BAR7' 18,500 Type 0 B 38FF 23 18' 11'12' 6 9,000 Type 0 BHBA 4.-1" 3,600 Type 30' 14'-5" 5'-10" 9,500 0 BHBI 34. 15' Type 0 BHBY 29'-10" 6-6 13,000 Type 0 BHCC 14'-6" 6'-6" 10,000 T 32'-10" 13'-6" 6'-2„ ype 0 BHCY 19'-11" 10' 11,300 Type 0 BHGI 42' 16' 5' 4,500 Type 0 BH7' 19,300 Type 0 BHIB 24-3 12'-5" 5'-6" 6,600 Type 41' 16' 0 BHPL 24' 11' 7' 23,000 Type 0 BHPR 5-6" 5,000 T 30' 14' 6'-7" ype 0 BHSC 24' 12' 10,000 Type 0 BHSC 24' 12' 6'-4" 7,000 Type 0 B 6' 7,000 Type 0 HSR 26' 11' 5'-6" 6,000 Type 0 BHSY/ 34' 15' 6'-10" 14,000 Type 0 14' BHTB 5'_5" 10,000 Type 34' 15' 0 5-6" 12,000 Type 27-'6" 11'-7" 0 BHTC 5'-1" 6,800 BHVI 28' 12' 6'-10" 8,000 Type 0 BKD 23'11" 12'3" Type 0 BL 5' 6,000 Type 0 38'to 45' 11'10" 4'6" 11,200 to 14,400 Type 0 BN 40' 16' 8' 22,000 Type 1 BP 30, 158" 511" 17,000 0 BPD 38' 15,8" 8 Type 14' 1 CA 31' 20,000 Type 1 CC 35' 16' 6' 12,000 Type 0 CCX 35' 16' 6'6" 14,000 Type 0 CD 35' 16' 6'-6" 11,500 Type 0 CD 30' 14' 5'5" 14,000 Type 0 6' 12,500 Type 0 CM 23'11" CO 12'3" 6,000 40' 16' 7' Type 0 CP 31, 12' 18,000 Type 0 CR 331' 5' 10'500 Type 0 CRBJ 15'10" 8' 19,500 T 40' 16' Type 1 CRBJ 32' 14' 7 19,000 Type 0 6' 12,000 Type 0 CRBM 28' 12' 5 CRDFJ 38' 16' 7,000 Type 0 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' CRDJ 30' 14' 7' 19,000 Type 0 CRDM 5'6" 10,000 Type 25' 12' 0 CRSBJ 38, 16' 5' 6,000 Type 0 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' CRSGJ 34' 14' 6'6" 13,800 Type 0 CRSGM 23' 12, 6' 9,700 Type 0 CRSGS 20' 10' 5 6 5,500 Type 0 46 3,400 Type 0 CRUD 26' 12' 4 CRUJ 35' 4,400 35' 16' 6,6„ Type 0 CRUJ 30' 14' 11,600 Type 0 6' 8,000 Type 0 CRUM 20' 12' 5 CRUS 20' 10' 5,300 Type 0 4'6" 3,000 Type 0 • ESR-2014 I Most Widely Accepted and Trusted Page 5 of 7 CSA 34' 15' FDA 30' 14' 6' 13,000 Type 0 FF 30' 6' 12,000 Type 0 FF 34' 138 6' 12,000 T 15' Type 0 FP 23 " 12' 6' 12,000 Type 0 FSP 25' 12' 55" 6,000 Type 0 FSP 25' 12' 5'6" 8,700 Type 0 FR12 30' 14' 58 7,600 Type 0 FR14 30' 16' 6' 11,200 Type 0 R1 6'6" 15,250GB T 33'9" 14'8" 6,6„ ype 0 GC 397" 14,300 Type 0 15'10" 1 GS 7'11" 19,600 34'8" 15,7" 5,10„ Type 0 HMT 34' 15' 15,000 Type 0 JV 23 12' 6' 12,000 Type 0 K 26 9 5,5" 6,800 Type 0 KL 14'8" 8'2" 16,000 T 30' 14' 511" ype 0 L 31'6„ 14' 12,800 Type 0 LBBST 15' 12' 7' 13,700 Type 0 LBCST 21 4' 2,500 Type 0 LCN 15 4 4'-4" 12,000 T 30' 14' 5,9„ ype 0 LD 19'9" 10,800 Type 0 9'10" LG 30' 14' 5' 3,750 Type 0 LGX 30' 14' 6' 10,000 Type 0 6' 9,000 Type 0 LN 36' 16' 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" MFF 14'3" 8,7„ 6,000 Type 0 MK 27'7" 14'6" 510 0,00 Type 0 MLL 15'10" 10,000 Type 0 8 62,200 MP 14'6" 9,6" 4' Type 0 MR 40' 16' 2,500 Type 0 MT 30' 14' 66 17,000 Type 0 5'7" MTK 12,400 16' 9'3„ Type 0 NB 21' 15'4" 4' „ 2,300 Type 0 NT 34'8" 157" 510 14,500 7,000 Type 0 OB 40, 16' Type 0 PRT 20' 12' 5 8 18,900 Type 0 PS 40' 16' 55" 6,700 Type 0 RP 30' 14' 7 17,500 Type 0 RS 30' 14' 511 10,000 Type 0 RYBR 330' 16' 6'6" 12,500 Type 0 RYDC 5'4" 11,500 39'6" 16' Type 0 RYDKS 33'4" 6' 15,500 Type 0 RYJW 15'10" 10,000 Type 32'10" 14'7" 6' 0 RYNB 30' 6" 11,000 Type 0 RYAN 14'3" 5 6" 8,300 T 41' 15' ype 0 RYRM 2T6" 6' 13,500 Type 0 11'10" 5,000 RYSPB 34'5" 15'11" 44" Type 0 SFF10,000 T SH 25' 11'10" 5'6" 9,000 Type 0 35' 14' 5'10" ype 0 SK 19'9" 10,500 Type 0 9'10" 2,750 SL 39' T7„ 4, Type 0 6,500 Type 0 SP 20' 10'11" SR 20' 5' 3,600 Type 0 16 ST6' 16,300 Type 0 239' TCAS 14'6" 5'10" 10,000 T 36' 16' 5,4Type 0 TCOR 25'4" 12, 16,000 Type 0 TEQUOR 34,4„ 55" 5,300 Type 0 TEU 15'4" 56" 9,000 28' 14' 5,4 Type 0 TEUT 28, 14' 9,200 Type 0 TG EMUT 328' 16' 5 4 9,400 Type 0 TGEN 40,2„ 16' S4 9,000 Type 0 THEL 0 12' 8,6„ 17,000 Type 1 25'4" 7,500 Type 0 I 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' 5'4" 17,700 Type 0 THYST 43'8" 16' 5'4" 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' 56" 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' 56" 5'6" 3,850 Type 0 HZDXL 18' 56" 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 7'6" 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 i MLL LOSSW OSSW RYSW