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HomeMy WebLinkAbout51947-Z ob General Notes rl- General sides and ends.The over excavation at the pool bottom is minimum 4 2.Electrical and plumbing installation comply with the respective The swimming pools and spas consist of one-piece fiberglass inches(102mm).The backfill for the pool or spa bottom is a layer of codes in effect at the construction site. r construction shop-formed over a mold.The material is fiberglass 3-inch-thick(76mm)bedding sand or irZ clean gravel matching the 3.That all pools are installed in accordance with manufacturers fF7e reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, pool or spa profile. recommendations.w composed of isophtalic resin,vinyl ester resin,and fiberglass.The This backfill layer is compacted using a manual tamper and water. 4.The pools and spas produced by Viking Pools Northeast,Inc.176 surface finish is a neo pentyl glycol gel coat.Viking Pools produces The pool or spa is then set into place using a crane,excavator or Viking Drive Industrial Park,Jane Lew,West Virginia;Viking Pools > various styles of swimming pools and spas.When installed in manually and be within 1 inch(25mm)of level.Simultaneous waterfill Central,Inc.,10600 West Interstate 20 East,Midland,Texas;and accordance to Viking Pools installation procedures,the pools and spas and backfill operations then commence.The backfill is compacted with Viking Pools,Inc.,121 Crawford Road,Williams,Califomia;Viking ;pas comply with applicable requirements of the following codes: a tamper and water.The installer must ensure that the backfill level Pools Southeast,40119 Country Road 54E,Zephyrhills,FL are cc 2015/2018 International Building Code@(IBC) and water level are approximately the same throughout this procedure. manufactured under a quality control program with inspections by O 2018 International Residential Code(IRC) After completion of the backfill and plumbing,the decking is placed. Columbia Research&Testing Corporation(AA-527). co 1997 Uniform Building Code(UBC) Decks are prepared as indicated in Figures 1 through 4: Z BOCA@ National Building Code/2003(BNBC) 1.Cantilevered concrete-decks-are-constructed as noted in Figure 1 in 2018 International Plumbing Code@(IPC) all cases. 2012/20151APMO Uniform Plumbing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted O 2012 ANSI/APSP/ICC-5 Residential Inground Swimming Pools Figure 2 in all cases. 0- 0 2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas 3.Raised bond beams are constructed as noted in Figure 3 in all cc and Swim Spas cases. c" 2013 ANSt/APSP/ICC-7 Suction entrapment Avoidance 4.Aboveground installations are constructed as noted in Figure 4 in all O m 2011 ANSI/APSP-16 cases. U 2018 International Swimming Pool and Spa Code- Barriers are required where pools are on premises of UBC Group R, (ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies.The barriers 2007 ANSI/ASME-Al l2.19.8 must comply with Appendix Chapter 4,Division 1,of the UBC or 2014/2017 National Electric Code(NEC) Section 3109.4 of the IBC 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) U Expansive soils: The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following 1 and Table 4.The units comply with ANSI/NSPI-5,specified in additional installation details must be followed subject to code official's Section AG103.1 of the IRC,and IAPMO IGC-2000',specified in the approval: UPC. Models described in Table 2,Table 3,and Table 4 can be placed up 1. All surfaces adjacent to the pool or spas must be excavated to a N v rn N to 19-1/2 inches(49.5mm)above ground.These pools and spas may minimum depth of 12 inches(305 mm)beneath the pool bottom and f� ~ c1 CO ~ v rn `n C0 co co be placed with or without concrete or wood decking.Unless elevated minimum 6 inches(152 mm)behind the pool walls. U (n v v M portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by step 1 must be removed until _ etc.,these portions must be coated with a UV4nhibiting opaque paint exposed material is solid.If the soil is still soft and loose,the upper 6 (n W o C) CJ COo CO that is compatible with the laminate. ' inches(152 mm)of all horizontal excavation surfaces must be scarified 00 All plumbing must comply with the IPC or UPC.Electrical work must and compacted with mechanical equipment.The compacted surfaces �' CO m m LL comply with the code in effect at the construction site.The pool and and the excavated wall surfaces must be maintained in a moist O . LO spa must remain full of water at all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface. E o 0) co — co the following statement,must be attached to the pumping equipment: The term compaction implies any-method,necessary to consolidate the 5... o m rn T A Notice The pool or spa is designed to remain full of water at all times. native and fill materials to keep the pool or structure from settling. z o 0 � co The pool shell may be damaged if the"water level is allowed to drop 3• 'The excavated bottom area of the pool or spa must be badkfilled 0.0 o Co ~ below the skimmer.When appreciable draw-down is noticed or if it with granular import material to approximately 6 inches(152 mm) Reviewed by: � 0 o N b becomes necessary to drain the pool or spa,contact Viking Pools or its below the.bottom.of the pool or spa,wetted and compacted. CO 00 dealers for instructions. 4. The reaining 6 inches(152 mm)must be backfilled beneath Columbia Research 8 Testing O _ Z c m ai m c A permanent label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted dean 10140 Starr Road,P.O.Box 933 O t o o r indicating the Viking Pools dealer's name,address and telephone granular import material.The.pool or spa must be filled with water as Windsor,.CA 95492 Q E a- a a a number. backfilling progresses to a level equivalent to that of the backfill.The Phone/Fax 707-495-0420 m O t. x Q I j. backfill must be placed in compacted layers of approximately 6 inches IAS and ICC/ES Approved Testing Laboratory Q � E- U Installation Procedure: (152 mm)while a uniform height of backfill is maintained around the Viking pools and spas may be installed without a soil investigation by a pool or spa. Seal: J _ E registered design professional(RDP),subject to the building official's 5. Positive surface drainage away from the perimeter of the pool o" E Co J fif tp >+ approval,provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly co O D __ t CL the site: expansive soils.Surface area drains and surface drainage swales or VI KI N"G. �O O L S W � . 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation U CO N pool or spa excavation. of the soil around the perimeter and vicinity of the pool to prevent, THE7 STANDARD of FIBERGLASS V 2.The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. �QF NEW" "��the pool or spa. 3.The existence of any soil types with an angle of repose that will not Identification: support the walls of the excavation at desired slopes. Viking pools and spas are identified by the following information Expansive Soils Q �� --.-.-4.Danger to adjacent structures-posed by the proposed pool or spa imprinted on the top step of the pool or spa:manufacturer's namemill I OC (Viking Pools)and address,pool or spa model designation,a coded r- fit+ UJ W IIL m location. Page 3 Figures 1-4 n " ''� }s r 'i 5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESR-2014). © Y:. 2 r- The units also bear the label of the quality control agency,Columbia confine sand or ia"clean gravel bedding. q tY 9 Y. Page Page 5 Pool Models Continued F . ti0 O Z _ Research&Testing Corporation(AA-527). C7 If any of the conditions above is encountered,excavation must cease ediatety�haspecfied conditions_atthe site-musitheabsie�deteted Flndi �hLatib�fiberalas one iece wimmino 000ls and�as are Page 6 Spa Models AR�FESSti��P _- and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 ° e LL approve the RDP's report before work is completed. subject to the following conditions. � -Y The pool or spa excavation profile must,coincide with the contours of 1.The construction and pool/spa installation comply with this report m the pool.The over excavation is minimum 6 inches(152mm)on the - and the manufacturers instructions. Length,width and depth may vary up to 3%-all of 7 E dimensions are to outside edge of coping,measured Z from parallel fines. m _ LL V, N a0 TABLE 1 - POOLS a > POOL POOL" TABLE 3- S PAS SHALLOW,WIDTH x LENGTH . Acapulco AC 16'x 39' 3'-6",6' 16700 500 4 J'Typ.e •. •. . • • ' . • • . •••.> Ba aSFF 11 10' x 25 3 8 5 6 9000 229 5 =Re M 10'x 10' T-4" 550 6413 6 x Z` t-:3 1$S00 WBermuda AL 12 x 26' 3 6' 5' 6 7000 226 5 BOS 8'-4"x 8'-4" 3' 475 45 6 0 nbrrcJ e ` LN 16'rx 36' w6' 7 .. *�� �18000451 9'2- 5 TYpe_ _ 6RG 8'x 10 3'4" 600 52 6Cancun CC 16x 35 3 6 6 6 14000 397 4 Type 0 v' -:.� •T». j, ... ,r ,• .t - _ _ Cancun Deluicex CCX 16x 35„ 4,3:R6• 6�-�r u 115Q0 381� �5.Type 0 Caribbean MR 16'x 40' 3' 6' 6 6 17000 468 4 Type 0 Royal RY 8'x 10' 3'-4" 600 63 6 - Shasta LRS T x T 3' 420 31 6 Chesapeake CP 12 x 31 3 7 5' 10500 292 5 Type 0 ■ RICNIN 14'x 33'. 3 � � 4's n �1700 r 416„ $pe Q. z aremont �b�;� �.� ,..,,.�. Superior CS � 8'x 12'-5" 3' 700 73 6 Clearwater SP 10 11 x 20 3 5' S 3600 165 5 Type 0 , x z fi B BI " 5;_34= �s • F . �s GYP 3: 3000 � 410., � 5 e 0 Tahoe LOS 7_6„x 7,_6„ 3, 450 37 6 Delray B 11 10' x 25 5 4'-6" 81001 264 5 Type 0 0 4. p4 MET` ZERO .�^ ,. p•a;'S"g .'-rN; aT.e'3- "x'''". pressa s FM2s 1 MET 26; 3._6.;5,8 ' � 6 27 : 5 TYPe Q Hermosa VFTL 6.'-10"x 10'-7" 10" 200 50 6 Fiji FJI 15 x 34' 3' 6 6' 12000 375 4 Type 0 " ' ''�:vr '� �,�r�vw �z'x• ","''�4.i"�`n a��.�'iaa�s"'':�,",'�,s n�' :�- '`- a �r���--�' ` V �w �FP •� � �3.2t� �25 ,.,,.. - �,���?��5,�5 �'�: :<6000 •��r�-213 � �S T e 0. Gulf Coast GC 15,10'x 39 7' 3' 5' 7' 11' 19600 506 4 Type I ..r S;7 3X g: 15000. 4 �AeAO O co Island Breeze II BN 16 x 40' 3' 6 ,8' 220001 585 4 Type 1 l04 I- m r;. _ rna c '�� LD 9 �x 19<e9 4 3` 2. 75Q $ 5;F p emu; Key West BFF 12'x 25'-7" 3' 7' 6' 9000 230 5 Type 0 W v Lo co � � s �� =¢ GS;g• ._1�7500 S55` 4,TYP zingston,� gP �16.x38� (n "o " . `a Laguna - LG 14'x 30' 3'-6",6' '10000 310 5 Ty e 0 - OLS p TABLE 4 PO 0 �, X X -" f cu -- "LL sz F ; �t3 v ri , c � 1 "�9000 ,Y�OU.� 4 T e 0LL una Deluxe x LGX 14 x 4 .,Gx.<_. . <,, .,... s ._GYP.. � � m Lake Shore CD 16 x 33 3 7 ,5!-5 15000 480 4 Type 0POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE E `r' LL °' t WIDTH x LENGTH SHALLOW,DEEP a:es FR14 OWN.; 3 6, 6, � 120 377> 5 TY'PrEl }•; `., -.^.x"i.-.y�,r.��'w+-�-�n.�. i#" ._I �.,s`. .t. - _ APPROX._ � Vl � d' � � c'� Malibu CRUD 12'x 26 3 x 4' 7" 4400 209 5 Type 0 H WGE 8'-6?x 18' S' 3600 127 6 o ' » '7aEx� s.-yi.`�'.-`s... ?� .c ."F` - Maur 4 4 � . . 2.�00. ° 03. �.- TYPe 0zr ov Q a � . Mediterranean BP 15' 8"x 38 3 7 5 11 17000 512 4 Type 0 i1an CTL �TOM,6 � p� � 5 (k z o 0 O c Monaco AT 16 x 40 3 8 , g 21000 585 4 Type I Q C ° = a a 1115 .,.�.q' 00 a J MT �4 x 35,f„ a 3 7. 712400 3884 T e 0zca W Ocean Breeze OB 16 x 40' 3' 6' ,5' 8 18900 585 4 Type 0 Cn - — cean a r BHGI 0�Xh42 .>:K 3�,7 f = 9300, .516 5 TYp?� E — Olympia FR16 16 x 35 3 6 6 6 15250 510 5 Type 0 j "� >+ . :s � � w- - < , f, r TABLE 2- POOLS = anama,l,„, 5n BL; 7 ,•,12 x(35„ 39)z s -4 6 4 6 µ -= Aries ray.: 5 Aries 4 T e 0 ,w L11 cu c N Panama II BL 12 x(35 45) 4!-6-,4!-6- Varies Varies 5 Type 0 =• -• N eidon PS ^ 16 x40 1750000DE _ IM _.,.u; �538, � 4.TYPe� Rockport RP 14 x 30' 3 7 5 11 12800 314 4 Type 0 AL sTco 6., 7? �6 k 4UP an#a Barbara `RS _ fi M��tx_ 00 MTK Cm Sea Breeze K 14 8 x 33 9' 3' 5' 8 2' 160001 378 4 Type 0 ... -s.4 �, zc •rr., ..`i ^< B LD m M5. �.•_ O�����211. LL St Thomas L 14'x 31 6' 3 7 7 13700 396 4 Type 0 OF NEW�, , �k Owl' ��k� ��i9300� 562• � �3>{4 f e 0� ; ri�age x rJ idadw����;TND�.;;may 16 X 44�'„_.._� ,�,��•,3 6 ,s7�„ °' .....w� �, t DEE Triton TN 14 x 30 3 7,5 11 13500 338 4 Type 0 z6p „x 14 6 x'4, 4 " 00 ;115. 5 .YpeO ----- -— --....-------- --- ---- - ----- — — rcana P �: a Valencia ST 14' 4 x 27' 7 3' 7 ,5 10 10000 288 4 Type 0 s pTye;1� 2 t " of 7 z ARO \ NP �J m Length,width and depth may vary up to 3%-all o FIG. 1 dimensions are to outside edge of coping,measured afrom parallel lines. TYPICAL CANTILEVER CONCRETE DECK r� 6"X6"-W 1.4 X W 1.4 3'MIN. WIRE MESH OR N REBAR NO.3,ON 2'O.C. 9„ EACH WAY. IL SLOPED 1/4"=1' > C/) }rIFlIBERC- _ W 12" Z10" 1/4"GALVANIZED FOR CLAY CHAIN (ADOBE) 3"THICK COMPACTED SOIL ONLY. FIG.2 SAND(TYPICAL) CONCRETE DECK 4"MIN.THICK COMPACTED GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE (ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4XW1.4 SAND OR 1/2"CLEAN GRAVEL WIRE MESH OR TMIN- REBAR NO.3,ON 2'O.C. LASS EACH WAY. 6" — POOL SHELL SLO ED 1/4"=1' • e16 12„ -}t.�- T L=11 II 1 0 j- FOR CLAY r 1/4"GALVANIZED (ADOBE). V♦ e i� c+� ti 16" I II I CHAIN SOIL ONLY. rn C 3"THICK COMPACTED U U) 0 ti r 'SAND(TYPICAL) I- 4"MIN.THICK COMPACTED (n W N 00 GRAVEL FOR CLAY L � v v .�`�. v FIG.3 —'r (ADOBE)SOIL ONLY. O N •� cxa X i< a TYPICAL BOND BEAM L SAND OR 1/2'CLEAN GRAVEL, O O v t CL). - CONSTRUCTION 6" FIBERGLASS L 0 o m POOL SHELL 0 Z m v 9 u? A BRICK,.FILLED BLOCK, 3'MIN. 00 OR POURED CONCRETE-' $" _ BACKFILLED DIRT Q d CO c 0D I �5 � } Z L C L x \// REBAR NO.4,ON 2'O.C. E d = n MAXIMUM EACH WAY. n m cu d J li. L XQ (1 24" g„ e I_ Q a I- U ax, \. J cn FIG.4 J ca cm 12" 110" TYPICAL ABOVE GROUND INSTALLATION N U 3"THICK COMPACTED �- 1' I I I I SAND(TYPICAL) F N E W 4"MIN_THICK COMPACTED MAXIMUM r0 E GRAVEL FOR CLAY 19 1/2" OPTIONAL VAROUND ND DIRT EAR � (ADOBE)SOIL ONLY. WOOD DECK POOLSAND OR 1/2"CLEAN GRAVEL OX.6" Page =1 11=111=1 I F '� FIBERGLASS —i z 6" _POOL SHELL _ - ESSIC11of 7 6„ z d - LL Co M O 44 M 39'-7" 40' 40' 40' rc: o NFD'IT EL > m � n T-6" i� W 3,_5" 3-6- O GULF COAST-GC Monaco-AT OCEAN BREEZE-OB POSEIDON-PS Z TRINIDAD-TND 19,600 gal.approx. 21,000 Gal.Approx. 18,900 gal.approx. 17,500 gal.approx. 19,300 gal.approx. 40' 38' r35' 39' 33'-8" m fin io _ 3'-z" io `- Zo • 3-5" r ' ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K ACAPULCO-AC v 22,000 gal approx- 17,000 gal.approx. 14,000 gal.approx. 16,000 gal.approx. 16,700 gal.approx. C ^ � 'Cr r /� di 34'8" 3g AVAILABLE TO 39' + N r- � 2 ti 40' 29'8" IN LENGTH -1--111 /�/�■ 4 rn � p- N ! V/ L .C.0 E M o CD W o . of L � v v 0 5 r`o 4' O 0 Op LL ti 3'-7 v `O ro ro 3 7r z cv v rn a 3'�" GULF SHORES E��-GS LAGUNA DELUXE-LGX ui "� MONTEGO-MT PANAMA I-BL b. � m r 'r` c o.0 15,000 al.approx. 9 approx 9,000 gal.approx. Gallons Vary ch CARIBBEAN-MR g pp 12,400 al.a rox ca m= 17,000 gal.approx �' O d r�i M �. 3 0 c a LL z p m C c0 C �v° 30' 31'-6" 30' 30' C a L a a a —1 0 C " o � XQ J ) i (� W c Q co .- Cu (1) 3,_7" "' 3,_7" Pn 3,_7" U � N SANTA BARBARA-RS ST.THOMAS-L TRITON-TN ROCKPORT RP 12,500 gal.approx 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.app rox �OF NEkr�, P� DEO O•Q 38' GJ �S 34' 33' 27'-7" LL r ` W Page a _ o 6 > ,110" s's ROFESSXON o to "' 3,-7" t J 3-6' in FIJI-FJI 3-� VALENCIA-ST E 12.000FI gal.Fil LAKE SHORE-CD 10,00o gal.approx KINGSTON-AP Of 7 15,000 gal.approx. 17,500 Gal.Approx m lL 0 v 1' 25'-1" j 3 24'-10 25'-7" 25'-5" 26' " rr- C� (V _ Z:3 f-�— F O O V iV N V' IL > T-8" (n u� 9 W 1 1O 3'7" T-6" T-7" ' ~ 3 7"- FREEPORl -FP BERMUDA-AL BAJA. SFF DELRAY-B z CHESAPEAKE-CP 7,000 gal.approx. KEY 00 gal.approBFF 9,000 gal.approx 8,100 gal.approx 10,500 gal.approx. 6,000 gal.approx. — 36 30 v W m 23'-11" 26' m - - o E 9 0 0 n N ® (O f0 a 2•`6 > m m m � E m 4•_1" 3 3" �� to 474 3'6" 3•-6 JAMAICA-LD ST. LUCIA-CM TRO olCa NAro MP 2 ooRo ga approx m m s 6,000 gal.approx MALIBU-CRUD 9 pp 3,750 gal.approx • CAMBRIDGE-LN V :o m m 4,400 Gal.Approx 18,000 gal.approx. 3om C: m m c 38' E �vw 33 O 00 30' 22' -It � c� 20' 16' V♦ M io "� v rn w U � v ~ C, —0u? � L O m c; 'o 3,�, - 3'-6" ,n 3'-T' O O .,Q rqco MAUI-MTK Aruba-ARU Barcelona-BAR CLAREMONT-V L E o CLEARWATER-SP LAGUNA-LG 2,300 gal.approx. 5,200 Gal.Approx 18,500 gal.approx 11,700 Gal.Approx 8 co 3,600 gal.approx 10,000 gal.approx 3'-5" 0 z F �_ A ' c%� F u7 d C',_M AVAILABLE TO 45' ' O IN LENGTH 35 _f- 26' —j 35 O Z 0 c 0 1 L 0 O .0 C a a a J r zo L .� .2 2 HULL L E � � E FE 3'6 LL 4' MILAN-CTL E -� 3'-6' T-6" 5�8 T- 3� 4'-3" 2,450 gal.approx co W - Q PANAMA II-BL T- -J 6�`6 �� Gallons Vary OLYMPIA-FR16 EMPRESS-FR12 _C (� � �' N 15,250 gal.approx. 7,600 gal.approx U CANCUN DELUXE-CCX 11,500 gal.approx. F N E W y (� 8 40'-2" 34' f---30' -1 �,t � 42 �.aEE/,��o'Q,� ' o ' LL � 16' � r n �;, _ Page r r 1 � .. '-4s. C? _ 6, Q \O --- a 3 � ---- -- � - � 6'-6" -�'I� + FESS - ----- - 0 T 7' 3'-10" oo � a N1I1,200 gal. ppro. Of 7 E m N Oceania-BHGI Venice-TGEN Coronado-BHBI Z o� 19,300 Gal.Approx. 16,000 gal.approx. 13,000 Gal.Approx. m �w LL c o9 10' v 10' 7'6" 12'S" n 7' , N m Go 1� w SHASTA-LRS MYSTIC-M z PLACID-BOS REGAL-RG TAHOE-LOS m 475 Gal.Approx ROYAL-RY 600 Gal.Approx 450 Gal.Approx. SUPERIOR-CS E 600 Gal.Approx x 700 Gal.Approx 420 Gal.Approx. 550'Gal.Appro M m 8 8'-4" 10' 10' 7�" 10' mm > 1 T'O t0 m E m _ E - v o ao rn co rn . c s R. m C L l0 v 0 2 2'-6" 3 0 0 3' 3' 3' `m c a H • q F U PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY-LRSSW MYSIC SPILLWAY-MSW �t 475 Gal.Approx 600 Gal.Approx 600 Gal.Approx 450 Gal.Approx 700 Gal.Approx. 420 Gal.Approx 550 Gal.Approx rn co 16' rn U OD r, W � cy) 10'-7" N "g c" � � 8'-4" O . 0 M N m 11 L C o r, r, v rn � ri 1T � Z a) r 0 10" 0_ � �� o0 SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL > N Z '' :- 400 Gal.Approx. 200 Gal.Approx O c c 0 Q n t a a jL XQ „ p ca cu I— C) J 3 a E (� J � � .ca >+ 4) = t W c •- '- Q ,8. co __�� °° F NEW ro �P )• EL�R� UJI Page rr 3'_2" U POOL-HZE POOL-HZDXS Z. 3.600 gal.approx. d. FESS�O J E of 7 ca 01 CO m O n m n SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS N V a DEBRIS REMOVAL SYSTEM > SUCTION OUTLETS IN SERIES LOW HI 2-90°ELBOWS J�\�! J�\`; VENT COVER MAY (OPTIONAL)DEBRIS W BE GUTTER DRAT CONTAINMENT Q CANISTER Z ri WATERLINE -- \�/ TO PUMP gNTI-VORTEX LOOR DRAIN 2ND DRAIN (SUCTION OUTLET) TO OR LARGER `7 HI �' LOW 1Yz'0 VENT LIN (SUCTION OUTLET) CIRCULATION LINE HI FILTER ATMOSPHERIC VENT PIPE LENGTH MINIMUM=16'MAXIMUM=30' 18'MIN 0 24'MAX (EXAMPLE) _ '0 OR EQUAL TO PU CIRCULATION LINE v OUT TO OPTIONAL WATER FEATURE(S)OR SPA r GENERAL NOTES STANDARD NOTES• 1.USE 2'SCHEDULE 40 PIPE. LEGEND - c) 0 N 1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAW MANUFACTURERS RECOMMENDATIONS. 2 DO NOTUSE 90 DEGREE ELBOWS ON SUCTION SME. }0 L� '.0) LOO (� 2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2O16 CALIFORNIA BUILDINGCODE. 3.CHECK VALVES MAY.BE NEEDED IF EQUIPMENT IS / ` L.L CD 3-ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MORETHAN IVABOVE WATERLINE. )\ FIBER OPTIC UGHi TJOINT ) 'n 1- 4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSVASME-A112.19.8-2007 AND DRAIN COVERS MEET THE 4.KEEP VALVES WfiHiN S OFTHE PUMP ANDIOR FlLTER V v/ r . REQUIREMENTS OF ANSVASME A712.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND 2013 ANSVAPSPACG7 SUCTION ENTRAPMENT SKIMMER 3-MAIN DRAIN � ,,/^� UJ AVOIDANCE v! �� O M (h t S.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE FOR METHODS AND .. )„> RETURN la 3-WAY VALVE T� O T,�j X �.. cu MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON v FILE WITH THE BUILDING DEPARTMENT. 1 PLUMBING O O m LL m D7 LL 6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND.SHOULD NOT BE TAMPERED WITH. �\ co 7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5INCHES yJ1(I()(1(I()(1�J SPILLOVER n E V-' LL IT OF.MERCURY IN 3 SECONDS li. B.MAXIMUM SUCTION PIPE VELOCITY SIX(9)FPS OR 59 GPM 0- � � com CO. ~ 9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. ~ v' Z DO C DO ~a O " p r o N o ('7 (L v v CO SUGGESTED DETAIL O Z O C O VENT COVER MAY BE GUTTER O c: E IL L d 0_ DRAIN SUCH AS HAYWARD d v (COVER MUST COMPLY WITH MODELSP-1019 � � X Q ANSVASME Al 12.19.BM) sucnoN OUTLET Reviewed by. 0 ca (6 _ Uti co ip m (MAW DRAIN) 2-90°ELBOWS _ J �j fn m of �"'0 5 T B J Ca CU i E � /�'S�N 2'T MUM DISTANCE 2'MIN co W � Q TO VENT TEE `v M Om SUCTION OUTLET T6 CONNECTION-T FINISHED GRADE r 1 4 N m m (MAIN DRAW) 70 tJ\\ \� Seal: ' E D ALL SUCTION 1Y'0 VENT LINE PIPING TO m co O ALL VENT Y0 C« PIPING1X' `�T'3p - pF NEW. y s r a DEER,rr�`Q'f- N CL LL CD E o y,0 NOTES: / t` .� ALTERNATIVE SUCTION OUTLETS SYSTEM ' Page r (yfK• r� W _jv MAY INCLUDE 1 ON THE BOTTOM AND ONE ON OPTIONALATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON C7 VENT TO ATMOSPHERE SOVENT TWO(2)SEPARATE VERTICAL WALLS z WILL NOT BE BLOL �7 I�D BY DEBRIS. 2� �/ Q V �v WECLREESTB.TIDN OR ___ .- D- MICROBIOLOGICAL CONTAMINATION > AROFE �Pv D- DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM TO BE INSTALLED IN ACCORD WITH 2O16 CALIFORNIA BUILDING CODE. ---- of 7 E to z LL