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HomeMy WebLinkAboutResidential PoolsWARM I - 100 0®E Oet 11'dQS-tt• vm�"`'`ietln �Leu¢1 c:::::) KOKOMO _ •110 Nme me la-.wr-e' �glfYp ♦dam SAVANNAH - 400 1J-YaJt'-e• ]w.Etoe n•,lrWmrOLL .GRAND MANHATTAN - 028 emoE po! 1'-Ipaa'-lo• C-I• THE GREAT _LAKES - 595 tr-nJr-r OCEANSIDE - 590 - le• -surd xidw'ep-r eQ sal]El SOUTH BEACH-- 374 HIDE Ple ' tlu5'd qu6 Y-r a�a�] LA LAKE MICH� e'-pm•-p �� ]q10 WREt (ED VENETIAN - 520 P60[ We la'-1•�T'-Y oo� Tea-.• es wNr] BRAXI - 391 '�soe Pen a-u•m•a•. _ ia• eOM510 ]e I4 EMPIRE, - 390 Ir-trQr-r r-r wm¢]u melA m cac D SANDCASTLE 522 HAWAIIAN'- B70 e�w: 'ir-II•m-fa' IY-ra fl• (::D SAVANNAH DEEP - 450 _ a•-Ys•=r Mm21W' W �' WI 5-11]J'. c: 3 DOLPHIN - 351 _ haY wl G�• S� Cw PLEASURE.. ISLAND - 285 Ir-1va 1 .ems CAL 4OWEf61 �xl¢T' GREAT LAKES BEACH - 594. '.NEWPORT - 145 SAY. Ti' iF]MI00 fq lt�RT STOCKHOLM 393 ORLANDO - TSPA D?OOL2 - 726 WAHOKI.II - 125 IS-YQr-S e1f:0[lap m-tlm'd -• IY-tlQr-o• 11'-s•Qa-If ia000 aN. r-,per - a e r-e:e• . uwr �aa ie uf°uu"�] .ie mmr 'LL (D CZ: 1 HUNTINGTON BEACH - 385 e <m! t5-taQY-O' M�telO T-Y�] POMPANO BEACH - 375 DESERT FALLS -189 me Z-It'ur-r JAY r-Y �Mpm IZ-I. pro-tl• _ MANATEE -. 225 elTl Ylt Y-It'QY PWmvC '�utt]�6T' MARATHON - 776 Fl P�W6:R: u111!¢i c:::DD OLYMPUS- 876 ------------------------ 4t� eaLL u]SaertT Fp�i41W If] Ival¢l DALLAS" 540 u•-rift•-r RTYEItk Iw MiA[ET ( :nl ATLANTIC - 850 Ir_-rur vq�YYC� IeSv�IILfIIld (:n ATLANTIC DEEP - 861 PV.O✓ERRa .q l�eLy3Rl q (el -A CAESARS PALACE BEACH.- 801 AO�IEIW W t�wf�6i PHOENIX - 900 tSYV-!' VRI¢1fA: ae11W LUXOR SHALLOW 578. rs-Iw-r 4ar0o• pudL ]9 Sal¢] PF1me�le II]1gi¢T' O J 0 o iP00L - 725 iYdQr-f WWeD eW NL- ,=:D OASIS - 550 s0E oN: au6-r h~a5a OAI • SEASIDE - 210 VEGAS - 425 RIO - 378 - '-Tar elffc we trm rrs¢Imr-mar-n Te]odouL w G iMrO W. �G, tOWG euL Fw Etm pwnn is In.rm QDESERT'SPR eQC Ix IY-IC. M-II' Iwaw MAJESTIC 840 '-IprsY-T Pmolelln: ee ,a r C! BARCELONA - �379 Nmc Im rylpalY.• w�ia'p Wa) a11. nIIwS°,]a�t 'WYLELA BEACH - P-22 MONTE CARLO - 676 -- 'LAKE SUPERIOR - 596 wr0[ Oot lyd.lp-a 'tY-11JD'-Ip 1Cdufd CiD owRD n-r a-ra•-r w°P�.w tra�eu•+ru. POmQ1O4 �LN� COSTA AZUL'- 526. CAESARS PALACE'- 600 MANATEE DEEP - 490 'daa'-a-IYQYa' 1T-B42-Ip >]a0'4� NGlut YNi¢ PERKIEIO Iq fInRL! .w ��: 7- .OTTAWA - 395 Irime qle la•-o1�0'-Y' M�UIa� Itv&Al[! M Ip ¢T c::3 •MIRAGE - 530 A•-rm-r da-. PFPARtER eW� LUXOR. DEEP IT-t•.u'-Y HAJ-Ip FLORIDA ENGINEERING LLC 4161 TAMIAMI'TRAIL, UNIT 101 PORT CHARLOTTE, FLORIDA 33951 (941) 391-5980 www.flengineeringlic.com PROJECT NO. 2100488.2 CA CERT. 030 2 IDATE: e� STAR DUST - 386 mu uSZmt. 15-o'.x-r PACIFIC - 575 .mac oee •- •m-u• PfID:EiA Iq WRT CLEARWATER BEACH - 384 OGZ Ool. tr-paV-O' MEWL - MARATHON .-775' r-Tar 1a�ib]R w TAT. MAHAL. SHALLOW - 376 TAT MAHAL DEEP - 377 Y-1'-ulur�' STTm][1W tq lixRi eWQne: tT.uu][i EAST COAST ONLY NOTES: POOL DESIGN CONFORMS TO THE FOLLOWING -- - AN$LM$PVI$PSC-3, 5.7, 15 IAPMO REPORT ER MS =FLORIDA BUILOING CODE 2020 FIARIOA PLUMBING CODE 2DMFLORIOARESIDENNALCOOE ZOt7 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL SWIMMING POOLB SPA CODE DESCRIPTION AECC/SAN JUAN POOLS BY. AMERICAN ENWtONMENTAL CONTAINER CORP. I s•'r"T $' Q By ✓oD iYa APR 2020 IZ 0000-20 RESIDENTIAL POOLS GENERAL CONSTRUCTION NOTES- 1) dRocd buYtlollnq 4a r bme s L atl 1k.netl (apvriwd by a.tmptkn Yw] —I— to oR etcl..00d b�uid=l ue wdl o. t-1. of anYe..«lana, wIIH AulAoIoUm 2) -Wdm supply and wlIII aho0 be A. mrangy lhol, there ID no mau m,neclbndOma.lk .eMea 3) -Moo dma wav to be _ftl as oompOmt AMAN9/A54E A11219.821 A"' a ' rcetamd wi1M1 o mahnum opm map of 144 .a h or ae I. lood oodaa aaMy a DI«a' 4) _Pwn -PM low Nob bbe 12 hour I a I,oI II VIII =Wdge atm and prapaty td bvdoe �gm�indd .t% w tbM apliciln n *g nl 88 Roll) Pod pump 5) -M e.-W- Matl caafarin to IMIl No a .d wb« Mtll pvu .+aa ID l.IN of pool 6) -C«male. eM1CO be mh 2500 yyd'ot 28 doYa Fib— y b, va d a f 1 h Bab �10` f b F « eQ 0 IOdO u.p dad a . olla+ad 6y1 tl, da ' 7) Pod bktoI,I W bl P1" a ♦ a drm Lund 3/4' mm dlo grovel: B)-HY&oAlalk Pres.aree. dooIy aemnnee pod b ND al 19 Ihnra, wlth any r4go0pd hod dom, mld rMfmcbp by oOoa g) _HfffoZ f hle bbel.wen pod loot— mM Ibar.1bn Ie I. uae uhw cad..raRabw. To)-Poa'Mdtl "ba�.m uRd.bwo..il,* of P«L murk"o, oNer dolelmkuo mmmi°l Of any .II U7. nl mlwnL 11), -Ba&RI MOT haw b«Mq ti. %lIll NDl.eo PSF MN VvUW OrmN) Imuaelorwt Izl.2wro k 9roW (Pmla Mma7%2a ac0.. back -An Mal be aelaetl and pool. a Il1ta lO inatM watm IOW a goal and'not defoml pod. 12) -=slap. m. laddma Ma9 be'p,.ww al eaM od. et pool Dm'cada 13) -Peel Itldera MW bo emo.lm ra,btlt MN non -MP lr«da. Hand 9. and IWder. Mo3 M1aw No, B ooBd a«pv Grounds did Solkly Maedded. anMord. 14) -Slay, bean. and IhoIV YiaO cmlarm to loci) dddlv.e i. alifmmt .lM1m. Nat, ehom.. 15) -Tb_y a«ta where In.lc9e4 slidl be bacn.ed a la Aa Ydea 4f wrh pad not ma. Nan .l Xt' blow walm Nvcl and a veof pad�oa to elmd>> dbt,,vIIh aM uodmoY abeWctbna (rnrA mepa w a to whits Pal.mu m% dw: 16)-sw5nminq Pool'w—.(°) M.i haw deck op—, 17)-B«bkol. haO4-rq of pederv'gmmL ra4, baaeA etc aM gmmdinq C1 d«k sled Mad De a «emrbne4wlln Ina Natlohol'OeeWcd ode od fill-appllenbla axle and lecd bu9d'np eed—bye Ucm .17.wcd co Ubo 12 1B) -..loll volt AphL tMm dlond.by I«vl cale.IBgher vdlagr MM De GFl owl«lea D«NEG'AL Nebllem op6m LED « iTeropUe llghWq mgr,ba uaeE. 19) -11 N. AIV. Irom Ndvow and lb 1- and N mom Won 1:j .qN i rcpe Moll. be prodd.d .hen roavlrod. - 20)-Eypm1. and steps Moll bo prop>ly relnforcad and of -Solent Irvalurd,'Uo.gln-lO-aofely c«rl'ull mUCIpd d lo.d.. 21) =M pipe to be PVC 1M 1"0 wRW. f« Polablo w t4r, m to lard «da •22) -DVecl vuoxm DVaa from AO pool .hell. haw GIw da Rdda '23) -Mee.' wIocity'a pie.emO pphg to. ba 10' poi Sarno& 24) _..AC w'o Uy,a auclbn ppap lo'b.'0' _ d«On4 POOL EQUIPkENT AND PROPERTIES - . .. aanlny nwn u«amd«.r w • w.t-Ov.ail«d new. Itr cicd« 'NY'=o-ebemn' N«p>.Dfd nffa. ea, Eycl U 1 has. Yadal 50-I41D-C • YeaDraa MIL-[nt�mml watenay ',uoed.e4o--330K-v EAuaL' SUmD We Nvlward MIa Ca Yodtl m ERueL • Ska.h« Yemd wc. C. NNEquol. Model SP-10T8 r • IG<M1a L AuenblY PW E8007 NPa:W. Z. 1' Il eanneclbn SOY.«d .Egad • lMimiMt AaaartlY f00 -14 12 Wt Amaiccn Prvducle Da wltN Po•« Cmd «.LOG llphl '• OumUllu Sp.6w of Cmd.N:Nan Trolcm Pr°patb. of a PEMFORCED i1H}NAASS pool: warctl H«a.0 of Ja mB gd.r«I 4D'- 50 G <ml' by weight 2]L T e9 trength.P51 al 77 F 19,500 Tmai4 E«paUDn 1 .— No...ba�y4, P9 al'77 F 011.800 - I).800 FlewN modau P9.10,� ]/ F Q]2-.0.]] Mod Impact IT-M3SMa ar natdl 5.6 Cmnprovdw .WmgA. P9 28.000 Io 310000 Tlplasl WAne�a .Mae 31V w/ uE .rrFR' w9 RE-\ TD POOL NON -MAIN DRAIN OPTION S NINES (1) AT LEAST ONE RETURN ULE IS REQUIRED FOR EVERY 3006a. FT..M SURFACE AREA (2) SUMP ME (MIEN PEOb� TO 1' SCR,40 PVC FROM 4 CUBIC FOOT GRAVEL 6F0 BENEATH MAIN DRAIN TO 18' FROU EWIPYEN_ " ' ELECDDL `nuE mac c�'"Duxopw{p/gWAmn / �PROTECTI HWSwc. MaxuM udrG& 'srAR1Ert sMr Na 12 U..'INW Dom WAE IN PROOOL2 L/4"Sat 40 PVC ELECTRICAL DIAGRAM Nl5 IIfII� AS-REOV I '1.900' OD STAINLESS. STEEL TUBING AS REO'D DECK NOLD' _ - NANO. RAIL M. 4',SLAB-' .•:` Jl FJ)GE �)7ATER LEVEL OVER, IST STEP I .1. ANCHOR. (T1P)J :PLACE. CONCRETE DECK ,ABOVE. AND SUP RESISTANT BELOW POOL WALL UP W/.45- SHOVEL CUT .� SURFACE /8 WIRE GROUND BOND TO NEAREST STRUCTURAL STEEL / CLEAN COMPACTED FILL J STEP' HANDRAIL SECTION NOT TO SCALE 'EDGE OF WATER TO EDGE OF DECK p� S MIN OPR TONAL -COATING 1 1,910 O.D: STAINLESS r / STEEL TUBE 4' DECK.W/6X8.19X10 4E91 OR'FlBERIdE9l Wy! jB SOLD COPPER2500 P CONCRETE MIN. ATI 1/4'.PFR P00T, GRADE ( �DEIX WEDGE ANCNOR - FOR CLAY 4" ADOBE SOIL ONLY 88 GROUND WIRE PLACE.. CONCRETE OECN ABOVE AND PLACE CONCRETE DECK ABOVE AND BELOW POOL WALL 11P W/ 45' SHOVET. CUT BELOW. POOL WALL UP W/ 95' SHOVEL CUT SLIP RESISTANT J TREADS FIBERGLASS POOL WALL RUBBER BUMPER LADDER- SECTION - NOT TO SCALE Ve YIN BACKFILL PER 1' GEN. CONSTR NOTE '11'� FOR DI?AN. SOBS WORST CASE SENARIO WALL SECTION NOT TO SCALE IO' MIN. 12' MAX WATER LINE 10 0 LIP POOL DECK �6' /-WATER UNE,. 4' CONC. SLAB W BN6 i10oommJ OR FIBERMESH W g'B SOLID COPPER 25DO.PSI CONCH TE MIN.OPTIONAL 6' TILE 3/B',FlBERGLASS POOL SHELL PLACE CONCRETE // DECK ABOVE AND. - BELOW POOL 45• SHOVEL,CUT ALTERNATE'COPIN .NOT TO SCALE SVRS OPTION N15. NOTES (1) Ai LEAST MT RETURN ME 15 REWIRED FOR EVERY 3 m. FC OF R ACE AREA (2) 10 IP I1NE'(V . REOb) M BE Y Sal. A0. PVC MOM 4 WBIC FWT'.IXUM1 BED BENEATH MMN GRAIN �ro Ie• FRQq,EWwuENr. - - (3) TWO -SIM. S REOMREO W P.O[—AR. GREATER 1HAN 0Do sr, (4) SKU"" AND MAIN GRAIN MUSTE P M3M TOGETHER — A I—MON ME TO THENMP. P Sm..m AND MAIN DRAM OUST. NOT SE VMVEO SEPARATELY. (5) Pooe DUST HAVE MAN -O CRAIN MINIMUM 3'' MART ON SEPARATED ON nNTEIEEw PLANES. (G) wN DRNNS MUST BE PUAGEO. TOSPROB " A COMMON UK TO THE PUMP. 2MAIN DRAINS Al VENT OPTION NOTES (1) AT LEAST ONE RETURN NNE IS REWWFD Fat -EVERY 300 SO, R. OF'SURFACE AREA (2) SUMP LINE (NHOT'R v TO BE 2' sat 0 PVC iRW'.1 CUSC ROOT GRAVEL DIED BOdATi. MAN DRAM 10 ItG IRON EWPMENT. ' (4 1MD,GWNYIX9 RC R. IF 100. AREA MEATER'THAN BUD V. (4) MAN GRAN LOCATED NEAR CEFPEST PART W n1E P00L (5) PDOL MUST HAVE MAIN MAN "MUM'3•-O' APART OR GEPIR = ON DIFiFRENT PLANES. (.).MAIN DRAINS MUST DE PLUYBm TO0.l1aR 1Ym A COUPON UNE. TO THE PUMP: FIBERGLASS -CONCRETE FOOTER W/'2 #4. REBAR BONDED W/:#8 COPPER SLOPE 1/8a'PER 'FT MIN MIN. PER NOTE'11' OPTIONAL WALL SECTION NOT TO SCALE 01 . L0E IDUKE -6-(/2- OPROML 6' TILE' 1 V i'MITE CR. UGHT.PASTEL. @ IRRiDUM COLORS - • ' ' ' MANUFACTURER STIFFENED POOL REINFORCED FIBERGLASS POOL FLORIDA ENGINEERING LLC '� ' r' t 1 V ,� I REV OESCRIPRON DATE API 4181 TAMIAMI TRAIL, UNIT 161 AECC/SAN JUAN POOLS PORT CHARLOTTE, FLORIDA 33952 l (941) 391-5980 ( /' NOTES: BY: AMERICAN-ENMRONIMENTAL CONTAINEFemp. 3°Dom R www.flq eng)neeringllc.com — _ _ L,'_ — -POOL DESIGN CONPORNSTO TIEFOLLOWNG: 23D2,LASSO LANE 1AKELAND, FLORIDA 33801 Steven W. Sch.b Slate of - __ _ ---- — - ANBIN6PNSPSC-3;6,7.15 (863) 666-3020 L....e Na.: - .CDB1g e.,Gundef E.. 0102 REPORTER@ Lbea GWweAwd BL J°0 Ab. tm¢aron• PROJECT NO. 2100488-2 2O7D FLORIDABUILWNGCODE . CA CERT. 030782 �' , DATE: ()Z/1)2/ D21 d 200O FLORIDA PLUMBING CODE 2O20 FLORIDA RESIDENTIAL CODE 2017 NATIONAL ELECTRIO CODE APR 2020 KVI 0000-20 STREET Ott, STATE DP T4rtw SPECIFICATIONS/DETAILS s_2 T 20181NTERNAMNALSWIM.UINGPOOLSSPACODE of PATIO POOLS SPAS o CD. CD LV r-tr 1 01. �* &,. (a-- 9-. EF SEDONA - 675 CANYON LAKE'- I80 PARADISE- 090 FORT MYERS 075ISLANDER 800 SEA.ISLE - 650 LAKESIDE 085 COVE - BSQ HAVEN 6OCT LIDO/PPA�RIST- 7SQ'IS E - 88RD DIA•MONDD SD1A GRANDE -BOCT SARASOTA - 9R CHAMPAGNE - 747 MARGARITA - 748 r-r.lr-D• e6ar me rcdr-ru•-re-rr-r�rir �`�� w'�� 1r l�ufr�a ra"�'.etw a � �Y,lp' „�. !-D• Y-C'. !-r Y-tt• "j1r� Pvmrtna.' WD"tI¢1 � )SIR �v in fal�IIt �U'�v Ilv � R W a.lsv[R N) W3LLT Irx Ir-r aa• pm- ,r-Ir CRYSTAL SPRINGS - 105 CRYSTAL REEF -J'(727 CRYSTAL BEACH -.17_728 CYBERLANE - 751 CY13ERLANE - 750 CRYSTAL COVE.-'729 ROYALE.- 10K NASSAU --10KL PENISULA .947�6 CHARLOTTE -. 12K MONTREAL - 730 VANCOUVER - 734 SYDN_EY - 740 IN",}: j 1`\a :. Cw..,.�, .r, rip :.w.�R TT to SY+ INS[ We-IMe'-! - tY-rn6•_(. ` paY xP Wk raVYvlk ,V-n1,Y-n'. Yit•''I �1T� \ `% , ti —1 Y-r �Ws -a' . vauwe im m aT enua)on u twar vwunue ND utrzer u Iu� v w e n u.rtn rwmw .) trmr F171 CD C:3� =E�;] ED GULF BREEZE - 700' ARIELLA - 381 PALM REACH.- 050 SCOTTSDALE - 926 ,- MAI,IBU'- 300 _ BROADWAY -. 028' BAYSIDE _ 220 wmL Dt+. ,rnr-r Irmc. Wr trrnr-Y a-n•,xc-.• ,r-rtiv-r n•-nzl•-.= -_ la-,am•-tr' �o.a-.• Y-fa _ , ".A9 a)L 4aW all.. R"�w,IE1R. Ea WR£i PGmCIFA'. 6! IAu�ILT' ii7dC1W OI.IMIRi RW[1Ck Sa lwR)' . W IpiEDi �tQ. •e�S3 � ) 1 YE[i 3::p KOKOHANI: P30 .- COCOA BEACH - .176 j-- �SUNDIAL - 180 LELANI'.- P10 .HORIZON. - 724 'MANDALAY BAY - '222 -- - - - la-a•�rr ,I'�GY-D• 'CY-P .ta-Ttlf. Nn111W T)tm)tIT i�W ml)ET )fNeLtDD N � PPW[)vn Wlev¢) NM�W utNv¢) )nm2)w NI1NM WYLELA - P21 dvof vle tl'-atlr-D' n CENTRAL PARK - 382 amC Way tY=1'tl�'-r rFAolOm - u lxear 'STARLIGHT--.140 ,t'-➢'tl!-r v['A>v�ve e) tvmT - CATALINA --150 ���:- ftl"�D T - IOm¢1Ex - i] �' DECKS a -a i tv-la r_r ta:.• 'r�11 I2 BAJA BEACH/FUNDECK - 221 FUN DECK�W 444 SCOTTSDALE TANNING -. SHELF-1 TANNING LEDGE- SHELF-3 To11 �i.•T.I. FLORIDA ENGINEERING 4161 TAMIAMI TRAIL; UNIT 101 PORT CHARLOTTE, FLORIDA-33952 ` NOTES: REV DESCRIPTION DALE APRV AECC/SAN JUAN POOLS BY: AMERICAN ENNNM RCENTAL CONTAINER. CORP. 2302 LASSO LANE LPOOL FLGRI°A'3J6D,- (683) 666-3020. st- a. Slr_n W:$chalib— st to D+ Lk.., ND.: (941) 391-5980 www.flengineeringllc.com -2100488-2 cacERT. 30792 ; ' Crbrg E.'_Gunders°n IPE.11&0102- E: 82/02I221 -- — DESIGN CONFORMS TOTHE FOLLOVANG:WJaAND. -ANSVNSPMSPSC-3, B6, T, 15 IAPMOREPORTER ME 2020 FLMDA BUILDING WOE zoDFL«OOAPLUMBING CODE D0FLORIDA RESWENCOOE 2017NATIONAL ELECTRIC CODE iD1a INTERNATIONALb MNNING POd SBPA CODE mAR 2020 �KV,T e ev dm00n0-20 maae.e,.• MIETPROJECLNO. CITY. STATE OF RESIDENTIAL POOLS SM3 nfd GENERAL CONSTRUCTION NOTES: 1)-Spo'halallatlon shell be by a w ruled and ficen,ed (approved'by loml bu➢dLng aepaitmenl and San dunn: peals)..pool'c--meter. The Installation shall caRfam to all state and local:bu➢drg codes, as well as .tenants of any.asaoclatlon elth Verisdic0on. 2) -'ThisdrowNO_le-prepared-for'below-groun'd-Instanotionon law ) -altos ardy.orn_rl.y.1 aernplalalybw groundTn,tallaUon; dopNfielteee elios or othersPmnolysla and data➢, oe ,rsdee, - 3) -Water ,apply and dlsposol shall be I. arranged that: th—Is no ,cross eonnactlon'wRhdo h.,tIa ettvlca 4) -Mdn, drain cover (o be, eertiped as aomplient-Ith ANSI/ASME �A11219.84-1987 securely /oatenad, In place. 5) -Filtration systems, cEmpanant, and equipment hall coin ly with .the latest` reMslon of ANSI/APSP-7. 8) _Entire spa water at !t lo hpeclly, shall haw designed tam aver, capacity a1' easonce per hour,. based m the Inm,ufoetarefe specified rota of the f➢ler :in o ,c].-Madia candlN N of'the, fit., 7)-AlVeleclric dial1 conform to N.EC. No —,head high tension' wires hall' pass' WIN. 20 fast at spa or feed wren. wtlNln 10 feet of spa. 8) -Corcrit.' eh II ba 2500 PIT at.28 days. Sp bottom to be placed. in. V. Min. of'. d or 3/4' menc dlc. gravel. Core. Slab la:'hove 6x6, y10/IO _ .saspendad naats'end,j8'9alld-pp., 9)-In.1.11 12 vdt.11ght When -flawed by local Bade.. Higher.Voltage shall be GFl Protected per NEC. At Installers option LED or, Ftbaraptic Ughting� maybe ead. '10)—SWpparls and slaps shall be prepedy reinlDreed and of slfN<lent et_Lural strength to aofely eorty'al1'anticipated loads.:' 17) -Ali pipe,'I., be PVC sd,edW.40 auitobla far. potable -I., or EWNglant.. or per ocal code.. 12), -Mod. wlocity I pressure pipmg'to be 8' per second. 13), -MGit. *loopy Inauction, piping be 6' par second 14) A EI connect svetch 'shell be accessibli. located riIthin eight of:spa.:ond hall be located at least f1w re! (5) hariiontdly frm the Inside wall. of the IF.. " Typical, properties of D, REINFORCED FIBERGLASS spa: Barca)-hardne,s-of;30 m➢ gel ecat 40:-,50: - - Glass content! bywelgbt' :272 .Tenaile:at-iiih. PSI. at 77 F Tana➢e. dongalfon 19.500 1'-. 2%' Flesural•'elren9U,, Psl at'�77 F' Flesur'al:modulw„PSI .x'10`a177 F ;23.800,-::27,600 .0.72'- 0.77 Iz6dla0oet FT=LBSMeh'ofinotah 5.9 Compreaaiw etimilth, PSI. Typleal. Ihleknesa Inches " 25000"to 3B4O00 378' - 7. 1/4' MN. !(3) STRUTS ON LONG SIDES (21 STRUTS ON SHORT SIDES CONG i007WG (NRNDOYM)'� WAIERLWE &SLAB W/-,2 B4, REHAIt 7/8' MIN PAVERS SLOPE I PER FT MIN, UDLEt�PFR NOTE: APPLIES TO.LONA PDOL 6fR fElET &CANYON EE POOL ONLY :or wN MPxaIVe SODS) :RAISED BEAM WALL SECTIOTT NOT TO SCALE O Lie P,OOL,DECK 6� WATER' LINE 4' DECR W/ 6X6 10)(1l1 `MRE MESH OR: FIBERMESH 2500 `PSI.CONCRETE MIN \ 1-&. SOLID COPPER BOND AROUND ENTIRE `OP110NAL 6' :IDLE " PERIMETER 107 T0: 24' FROM WATERS EDGE FIBERGLASS REINFORCED SPA SHELU PEACE CONCRETE DEN ABOV�AND/ BELOW POOL 45- SHOVEL CUT I ALTERNATE, COPING' DETAIL, NOT TO SCALE 3"MIN. '-OP ONAL COATING ND Lam WTelt®1 . �.• a yg �R W J-I/2' NANO. HOLD EDGE POURED IN PLACE, WITH DECK' END AROUND ENTER FiiW WA79®®® ATI 1/4; PER`00T s A WATER LINE 1 6-1/2* B l OPTIONAL 6" TILE FOOTEF2 AE fREO'D 1.z=p5'COoNTT..*H9TE WLGHT PASEOR RRIDM; 60LORS MANUFACTURER SRFFEthD AND' PLACE CONCRETE DECK. ABOVE AND % REINFORCED Flt1ER, OLASS:SPA BELOW POOL WALL LIP W/ 45-SHOVEL. CUT l CLEAN.COMPACIED FTLLJ - IYALL SECTION NUT TO. SCALE 2 MAIN °DRAINS! OPTION rs Ne1ES: (1) AT IC ST'ENE RETURN LINE IS MEWLED FUR EVERY 3Ge $G R. OF'. -SURFACE. AREA. ' eeW4 SFPARAROR.ol, INLs'ONTEW.NG SPA "m SU8MP LINE (WHEN PEVD).TQ�8E 2 S6H 4G_Ya F"04:11iOU C FOOT GRAVEL BO 9EN 14 MMN'. 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