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SCALE: V8! \ ' APPROVED BY: DRAWN BY\\ 1)' L~ -
TO \L l l ' 0
DATE: 9-4-t'1A REVISED
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S'OD W,521i CSt.I) \ , !~diND
\ 0 A."t llf'k.~ re-
( 2 sch 40 PVC pipe supply lines
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I ipe dlo may be reduced to 1-f <1> This design complies with FBC Ch 4242,0, <! Ch 10 , Nov 2001 edition
4 downstreom of the first inlet branch SEA File number : poo/1
! This document was prepared under contract for licensed engi""""'ing design services on'>!. Design for this new construction is goocl for one
! ~r from elate of issue or upon aeloption ~ the authorit~ having Juriseliction of new laUJ& pertaining to residential SWi1l11l1ing pool
j Steps per builder construction, whichever occurs first. Fool enclosure, barriers, alar1l1s ancl c~ design ~ others. All C01l1panents shall COlT1pI~ with NSFI Revisions
I
i specifiCdtions and shall have NSFI approval effective the date of pennit application. 'Me '"' I'
i A 5/22/01 A CRS
\i 3/21/02 B CRS
IT,
I max '3d bar 12" oc.eJJJ. for depths up to ~'
~ bar 6" o.c.e.w fo- pool sections
I 6" cone. wall tnl<tls ~ deeper th5n ~'
!. apprOYWld ladder -ohotcrete or gunite / ~
j for pool& deeper than 50' I ~ Reg notes,
I FQll lIW<:>X.
l [::> YOCUUl'l relief' clevie.. (or opprovl'd vent piping f'or VQCUUl"I I
! I siphon 1'E'E'd systef'l) required on re~n to puMP, Yoc-olert or
;; ~,~~'l(,"~S;:~~tor '7~r~er opt~l.
1 / .,' ~ ~. '. , """"~'*'''''''",.,:..'.'^.""'",."",;.::.o,;.!,:,.0,":.;,;:",:";;2,,,,jh6J>>;Qff-"...\""".$^"j';;;.,,;,,"<~;:"MN!!JiU-$'~~,
~ Bt , I ''" 2. . T .O;'r~J!:lsi'~e;g,:,~,J!~~,~,\!!:!sl:,~n~~!'~0$;~,;pr 12' x 12"
l 3 f' r ~'gro:'t'e':\if(ites 0 be tn..per proof" LIrie'~beu . "-aroin centers C
I \) to be @ sn..... elvo~ to ovoid dirt collection poc:I<et.
<= U1
1 B 2' ---~- .-.- ~ ProcurE' nnd lns:to.ll nil COMpOnents per MFR spec nnd f'Be .- 0
11. -~-'~- requirE'ME'nts. Construction nnd .....ternls sho.ll be in conf'orrolty <f) c:
OJ I Q)
E ll. \\ with FBC 2001 criteria. -
I ::> a
.. ! B:> Max 2 Hp centrifug<11 purlp. 2' Dio. PVC pPng rl'Q'd. Min
~ ill \J ~
T if pressur.. drop ocross f'llt<>r 10 1't heod. now velocity in PYC - -
i f <7<'!.0rl .~ " piping shnl! not excE'E'd 10 f'i;/second when Instolll'd per puI'Ip & 'IJ ()
I " ~ '-
I " 1~ f'ater Mfr specs. Inlets to pool sho.ll be l'lOnifolded togethl'r and :J ()
u
I " seporo t..d by 10'. A f'l1nMurt of' two 1.5' III inlets is required. -+> (L
" ~ U
"
" d) :J
u T~ adj. inlet '- c:
I " Structural notes,
" '" -+>
I. The presence of expansive &oIls within ~ ft of pool shell will invalidate (j) <u
, this design. Aswmed SOil class per Fee table 1be>8JJ - UUJ. up. GM, SW, Q)
,
I Approved backwash drain SF, SM - with no cla~. . () J)
! 2. Assumed 1l1inimum soil vertiCdI bearing stroength is 2fiX!X!) psf. () J)
I fdln .sh.Jt off vdlve ~!,eel La~up WI Drain Options Shn 3. This design is for a 1l1Qximum pool depth of 8 ft, a 1l1dXi1TUl1 width of & ft lL
A and a maximum length of 3e> ft. A1otocopies not valid for pernltting. .-
! '-
- NTS - 4. Excavations shall be well elrained with no visible standing water. - U1 <u
5. Fool structural wall to be no closer th5n 50 ft to adjacent house. <.- C U
filter ~. Shape vari.ltions within max defined envelope pemittecl () E
I 1-112" P'VC deddline GNo 1. All st....1 and electrical c~ to have con.non ground. - E '-
~ wlcap T'l/Pical swim1l1ine pool top view 8. Fe shotcrete - min ~ pSi or Fe gunite, -min 3:>= psi. ()
with mechanical schematic Spa FuIllp wI strainer -2 Hp 1l1dX t~p "3d bar 12" o.c.e.w S. F'c slab on for decl<. 1l11n 2~ psI. .,.> 3
return vent B> ref. Q) (j) 4-
lect. JUl1Ct Ion box - NTS- Q) 1-0
I -
( Water r ..c 'IJ
Below wateriine light box Q) ..> Q)
\ C8'5t. in place- no expo5ed steel Precast pool edge C '-
coping-st~1e varies ight bulb .8ecess AdJ grad C Q) <u
! J::::" to adJ grade el. U1 \) .cL
j .- Q)
<f)
'-
I Cone. pool Iightbox below W/L...J ~~
i
! ~.... 11r I--
I
I ~ ~ - - -=ffi
I Gravel bed wi sump deadline:5 AIR Clipping det"il
to stabilfze pool bottom. Side Section
(~dro5tatjc r.slief device Steel La::Jup NTS -
l'
! for areas of antiCipated water - t-.JTS -
f table) l-5kImmer Cdp
[
All elect.ric.dl i06t.6J(atiOf1s sAtd!! Section B-B ( SJfface sk..rm:mer wI strail'1Sr '3d bar Lap steel for deck
\ cornpl~ with NEC guidelines per
r I " vdcuum rose He or sp'" - 12" ole
t.he m05-t recent code revision - NTS- I T~p adj. inletl suppi~ iine
, adopted b~ the authorit~ having t..- line
I jurisdiction. ) ;.IoriZontdl .tee! j t'
i I---~- j-interior finish ,imilar to POOI-'--.~ C ~~-5~i?- t
, 0
~' sldeulall /' (Anti-vortex dain , 144 50 Fiow to P""'P [. ] };s....h~1
i ~ 'W --, 0 ~~<s <<>~
i 0 ..Ru.j~..o ~~.-
"drain ,/ / tdmper proof gfi'lte dfOUfid pool 0<"- ~ .:=~
! \\ l~>/ 'I ffi ~ Ii II I I I I I I III i ~ perirni'ter - I' ole (/) lHl~ ~.;sF~
, 1 r-er ~ ~ ~~ ~ ~ I;i l
,. . I_I I oc: u-__u..._u-
i \ I o'c: .3d bar r:ax ) I. )
..- \ I ~: 12" ole 6-jJ). lIi
(j;
f I ~ bench ! mop reC1'd '$ I "-
top .{: bo'ti.rn 0
i s:. .,
u -
) PJ~- i
T~p S<OCtion u.....v '0/'" I C\J
~5ection lh-u sj:2Q._ i Q
$vction &howine stasi Id~ I C)
- NT5 - ROl.X\d Sqaure l-lexaClQr'k3! ( OCt.a~onal similar) - NT5 - I Note: C)
Spa a Ck:1 it iQ(1 s-teel iaSups -- i Reinforcing steel e.m for c1.ariiS and is (lj
:~~e_ ~t_~_i.~~~u_le_~~ Por poo' An 5te-e! ~ ""3d bar 1]" O.C-BJ!..!. I ~~~~~S~~; 1_ .___1 ~'--- C'__ _1__,". r::..
;ap F-'c..'c..'i o:>l.e:-e::l Irl1,.(';.) ""'FJa C'C:J!!C i
Steel roop rec(ci -s top 4 bottm -.J ...-=, '-'~1 ~~=, lQ';;Vf-" fK...-'L :>f'" !<..Ji "-la' '~':::!' ~Il\. /J J
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fS1 048-f) 1
MAIN
DRAINS
E
r-
MAIN DfW.NS
VU.VL C.ONCRETE
POOLS POOLS
....... STANDARD STANDARD /
COVER COVER
MODEl PIPE DESCRIPTION MODEL PIPE DESCRIPTION
NUMBER SIZE NUMBER SIZE
SP1048(AV) 1-1/2N Heavy duty body, frame and SP10SllAVl 1-1/2N Heavy duty body and grate (white), w/securing
grate (white), w/securing screws. SP1052(AVl 2N screws. Bottom connection and plug,
SP1049(AV) 2" Complete with gaskets and screws. SP1053{AVI 1-1/2N Same as above, except with 2" bottom
1-1/2" bottom connection and plug. SPlO54(AV) 2" connection and plug.
(AV) indicates use of an SP1048E anti-vortex cover (open area 7 sQ. in.) SP1153(AV) 1-1/2" Deep body, anti-vortex plate and
The standard cover is Part No. SP1048C (open area 13 sq. in.) SP1154(AV) 2" plaster collar.
Notshown-SP1051X Adjustable collar for concrete pool drains. SP1155(AVS) 2" Skt. 2" bottom connection and plug.
Cover Flow U.L. Ratings: SP1048C - 148 GPM; SP1048E . lOB GPM.
HAYWARD RECOMMENDS THE USE OF ITS MAIN A) An antivortex cover,
DRAIN ACCESSORY KIT SP1048RK1T TO REDUCE THE B) A twelve inch by twelve inch (12" x 12") or larger grate,
RISK OF ENTRAPMENT OR EVISCERATION. Cl Other means, (e.g. Hayward Main Drain Accessory Kit SPl 048RK!T)
SAFETY INSTRUCTIONS CAUTION: All drains must be installed according to applicdtJjp
It~y~;;~~m~;f9t!9;;f9U'!lppmlPt~jfitYJp(9rm~~g9~ codes and standards in effect at time of installation
. Never operate a pool without all main drain covers SECURELY in The open area of the grate must be at least four (4) times the area of
place. the pipe, or provide sufficient araa so the maximum velocity of the
· FAILURE to ensure main drain covers are SECURELY attached could water passing through the grate will not exceed two feet (2') pel
result in SERIOUS BODILY INjURY or DEATH. second. With anti-vortex type outlets: entrance velocities lTlay
· Use ONLY the correct Hayward stainless steel screws to secure increased to six faet (6') per second.
cover, If screws are lost, order replaeAments from your supplier. INSTALLATION INSTRUCTIONS
· Building codes require TWO functioning pool drain/suction Main Drains for vinyl liner and fiberglass pools are provid ed With (j
outlets. If existing installation has only one main drain/suction outlet, SP1048B mounting ring and two (2) gaskets. The gaskets should De
order and install a Hayward Main Drain Accessory Kit SP1048RKIT placed on either side of the liner. The ring is held to the main dra
The pool shall not be operated if the suction outlet cover is missing, body by eight (8) screws that pass through the liner. The cover is held
broken or secured in such a way that it can be removed without the to the body by two (2) screws. Tighten all screws securely.
use of tools. Main Drains for concrete and gunita pools are designed to be
If the suction outlet system, such as a filtration system, booster plastered flush with edge of grate. Part No. SP1051X Adjustable
system, automatic cleaning system, solar system, etc., has a single Collar may be used.
suction outlet, or multiple suction outlets which can be isolated by ~ Tested In accordance Wllh
valves, each suction outlet shall protect against bather entrapment U L ASMEiANSI Standard
A112.19.8M .1987
by either: t!lJ
m HAYWARD DnO. OD C 11
"'......... .... , II ~
Hayward POOl Products. Inc, Hayward POOl PrOdUClS, Inc Hayward Pool PrOdUClS Canadu Hayward Pool Products
900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymoulh Drive ZA del'Observatoire
Elizabeth, NJ 07'J!J7 Pomona, CA 91768 Oakvillll, Ontario lllH 5R4 2, Avenue des Chaumes
78182 St. Quentin en Yvelines Cedex
France
Rev 8101 C c,t h;tvvvl-lrcln(l.t