Loading...
HomeMy WebLinkAboutRevisions; Changing return linesOFFICE iUSE ONLY: DATE �l, LE R E VISION EF E• ! �$ F^� ►►off ,� . 4 } u 1' �f�` , 1.61 LOCATIONLSITE PERIRT W RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING S: CODE REGULATION DIVISION 2300 VIRGII NIA AVENUE (FORT IPIE'RGE, IFL 3498215652 (772) 462--1553 ,A'PPUIG.ATIGN LF01R IBU]LDIING IPEIRIMITIRIEViISIIGNS PROJECT IINFORMATION File .copy ADDRESS: l�lJ oirl r vvy- IG I d elp _ CU. R Pirra- . FL '?L/,?&Q DETAILED DES'C I PTION (OF PROJECT R VISION'S: v ! h" / li I 4'1 � _ r CONTRACTOR INFORMATION: STATE ,of FL REG.ICERT. #: BUSINESS NAME: QUALIFIERS .NAME: ADDRESS; ,CITY: PHONE (DAY T ! ): 'STATE: O + Bl Ui + DER INFORMATION: y NAME:o-t O-�-5(Auc.Y ml, CL-)yr ( ADDRESS:: %D rgz) a r � d Rd CITY: JV& A- V o—� STATE: PHONE (DAYT E : f —2 ?$1 2 ,59 ,c? ARCffiTECT/ENGINEER INFORMATION: NAME: J lULF DRESS: ,CITY: PLX PHONE (DAY TIME): SLCCC • 9123109 Revised ,06/30%17 ST. LUCIE CO CERT. #: ZIP. FAX: 'L zl l : '�: y9fs6� FAX: W A REVISION ile COPAT REVIEWED FOR CODE COMPLIANCE A WATERLINE SWIMMING V IMMING POOL PLAN 6" MIN. i GUNITE l WATER LEVEL (00 Q 0 °Z�r'E�Er 6" MIN. - Z 9° 9„ 9" kL, UNDISTURBED O 18" 18" 18" R COMPACTED 9 SOIL TO 95% MODIFIED 6" MIN�'� " RI PROCTOR 4000 PSI - 3'-9" 36" OC/ BW FOR DEPTH TO 5' - #3 @ 6" OC(BW FOR DEPTH> 5' ANTI ENTRAPMENT 1, �� I I MAIN DRAIN 18" 43 @ 12 r POOL SECTION �t� O.C. / Bw NOTE: �OPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED) v�y • TO SINGLE B/N =, TO BOUBLE B/N ANTI -ENTRAPMENT MD � 6" MIN. GIJNITE DBN BRICK DBN BRICK SPA X- SECTION DETAIL 4000 PSI 4" CONCRETE _ . - 4'.' CONC 4" CONCRETE TILE TILE— PVC PIPE/ SEP VRE TTTR 1 "_ FLEX PIPE I/a"- 3/s"PIPE 1 -MINIMUM B COVER STEEL COVER 6"-12"CANTT-LEVER MARBLE DBN BRICK PAVER PRICK PAVERPVC PIPING IN GIJIVITE WALLS CONCRETE ON CONCRETE OR MARBLE ON SAND W/CONCRETESPRAY DECKOVER-POUR FOR POOLS & SPAS WALL SECTIONS SIDNEY KO#16668 \X SCREEN ENCLOSURE SWIMMING POOL PLAN FOR N\\\ON-Y N�V�F� 5Cis /8"ORBETTER PLYWOOD SHEATING ENGINEERING (BY OTHERS) lr°° � 2"X4"X 8" @ T OC HRICK PAVERS SAL 4 SAV I }WN AL C-� SRC 1,1 : ACT '•• 4AX {�1� Q q/{� q/�� R No.1666§8 FINISHED GRADE ! U� `•'1 O 1 14E� `� `I O" E 343 RE -STEEL ..1,� jr� 12" - - ° 1 P-[ �� FL as '� OR 11 #T5 RE -STEEL ¢ `' p'• J 1 °°° STATE OF e °�S[I rk SHORIN NTS PooTERDETAII �S/s ��'� p� FOR SCREEN ENCLOSUREoibA1.4®�\\® - 2500 PSI CONCRETE W/6"X6" # 10/10 STEEL WIRE MESH OR FIBER MESH, (11b/YD.) 00 4" 3-#3 RE -STEEL L481 OR 1 #5 RE -STEEL 'CONTINUOUS FOOTER DETAIL FOR SCREEN ENCLOSURE EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENDS. FL 33418 I FOR: A ¢ T ;Cu7V-. POOLS L (NO EXCEPTIONS SWIMINBENCHDETAM SWIM OUT BENCH DETAIL NTS NTS DRAWN BY: SHEET 1 OF 3 DATE: JOB NO: RtiV610 U A RA M4M OEM vp c 44 VALVE .4 �w PIPE SCHEMATIC SCALE NTS R "'VISION -- — YALF FILTER Wi PRESSURE GAUGE & AIR RELEASE VALVE �ASTE RETAINED ON SITE LINT S T =R 2#3 WATER LEVEL 1 TO PUMP 6" MIN-12" MAX VAC LOCK #W400 FBC FBC 2017 SEC 459.1.6.5.3.2 & ANSUASME A112.19.8M SKIMMER & VAC DETAIL SCALE NTS ANSI / APSP 7 ICC 7 FBC R 4501.6.6 32" CHANNEL DRAIN. 32 CHANNEL DRAIN OPEN AREA= 38.79 IN2 ` FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL IAPMO LISTED FLOW RATES O FOR 2,5" PLUMBING USING TWO OUTER PORTS=308GPM (FLOOR) & 212 GPM (WALL) O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL) O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GPM (WALL) O `FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL) File cREVIID oo CODE COMPLIANCE -sllCIE COUNTY BOCK g0Lf �z11 RETURN 1-0 SPA PIPING DIAGRAM SCALE NTS POOL SPA _ PIPESIZEFLOW (ft/sce�c) PIPE SIZE FLOW ft/sec) FLOWMD PIPE FLOWU CMP MAIN DRAIN GRATES SKIMMER 2. TR+E �I0679Z O®L75PET, f7. ! < I ASSUMPTION: POOL"FLMD 339%, SKIMMER SPA FLOW 100% MD LI (-P_OOI�R_Ew.��FROM PUMP Z FROM TEE, 1-1/2" AT INLET T 12" 1 3-TREAD LADDER N.T.S. ,K ANCHOR: "I 111/.717� HANDRAIL & STEPS (240-SQ. IN. MIN.) N.T.S. I L T E HEATER . ;: ■ [ORS ED 4" CONCRETE SLAB OR PAVERS POOL EQUIPMENT SECURED W/1- 3/4" X 3/8" TAPCONS OR EQUAL. POOL EQUIPMENT/ANCHOR DETAIL SCALE NTS EL-SID ENGINEERING 139ISLE VERDE W ��®���_ K®V/��� ///,/ PALM BEACH G _ EI a V,r39 �P ®4 0 No. 16668 STATE OF %�.4u i 0 �s 0NA1, �`\\\\`\ SID K R. P.F. 016669 DRAWN BY: DETAIL DATE: SHEET 2 OF 3 70B�� NOTES: ONE OF THE FOLLOWING POOL SAFETY FEATURE OPTIONS MUST BE PROVIDED SPECIFICATIONS: iAN . THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY 1. THESE ENGINEERING PLANS COMPLY WITH 61h EDITION-FBC 2017. SEC R A961J sEb 4s4.V R:oi.z.I REREQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE. PftIYRTB ENCLOSURE THAT MEETS THE POOL BARRIER SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSUNSPI 4 92 & NSPI -5. 2. THE POOL MUST ANSUAPSP -15,7. ANSI/NSPI -3. ANSUASPC/ICC-4,5,6. BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER. 2. GUNITE TO ATTAIN 4000 PSI @ 28 DAYS. 3. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM 3. RE -STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS. THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT 4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM. TO NSF STANDARDS & FBC 454.2.3,2.13.2 ALARM THAT HAS A MINIMUM. SOUND PRESSURE RATING OF PURPLE PRIMER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMBING 85DB AT 10 FEET. PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12.1. 4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO 5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680 / 2014. THE POOL MUST BE EQUIPPED WITH A SELF -CLOSING, 6. SOIL STATEMENT: SWIMMING POOL/SPA/PATIO - BEARING PRESSURE 2500 PSF. MIND/UM. SELF-LAT HING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 INCHES ABOVE THE FLOOR. 7. POOL/SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE " BABY" FENCE OR ALARM SYSTEM PER CODE. *5 MINIMUM FLOW FOR 6 HOUROUR TURN OVER 3D b n 8. POOL/SPA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE TGPM(& L RPM MINIMUM FILTER AREAS CONTROL TO LIMTT WATER TEMPERATURE TO Q047. FBC. SEC. 454.2.14.4. X CARTRIDGE FT= < 9. ALL GAS PIPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 2014. ` ❑ SAND FT2 < 10. AFTER COMPLETION, THE POOLISPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON WHAT -SO -EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH THIS. ❑ DE FT2< HYDRO -STATIC RELIEF VALVE IS USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON • + 4�.s WATER SERVICE (WPB ONLY) FILTER PUMP,' 1I.THE POOL/SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN ON PIPING. DIAGRAM 12. TYPE'O' POOL WALLS VERTICAL WITHIN 110, DRAINAGE POOL/PATIO TO GRASS (PBC). 13. EL=SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS IN FIELD POOL PANEL WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND UTILITIES AT SITE. WATER EDGE SHALL BE, 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES. LITES 1P20 2P20 PUMP 14. THIS ENGINEERING PLAN REMAINS THIS SOLE PROPERTY OF EL-SID ENGINEERING AND IS 2P20 AIR BLOWER NON-TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER L AUTOMATIO 15. WARRANTY; THIS ENGINEER WARRANTS THE SERVICES PERFORMED BY EL -SID ENGINEERING ARE NEL 2P50 ELECTRIC CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY T HEATER MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER CL, 1P15 GAS HEATER WARRANTIES EXPRESSED OR IMPLIED ARE MADE 1# 16. ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: 1#�0�GRD (1) #3 RE -STEEL @ 6" OCBW- (2) GUNITE THICKNESS 6" MINIMUM. ELECTRICAL DIAGRAM POOL DATA & EQUIPMENT & CRITERIA: 60 AMP POOL PANEL MANUEL MOTOR STARTER SWITCH I I W/ 24 & A#8 CU WITHIN +1 & 10 HP PUMP MOTOR W/ BUILT-IN 1 E C Q!r�J I" MIN: ELECTRICAL CONDUIT. OVERLOAD SWITCH W/-' 2#16& 1#8 POOL DIMENSIONS (� Z 430 AREA ERIMETER O� CU WITHIN 1" MIN. CONDUIT i C, #8 SOLID CU GROUND DEPTH VARIATION VOLUME � 15� WIRE TO EXISTING PANEL GFCI PROTECTED) _L Ii----� GALLONS SPA DIMENSIONS 2 RAISED �� W/ JACUZZI JETS TIME CLOCK I- S nA, WP DISCONNECT MTES _ H S.P.S.T.TOGGLESWITCH Wsp_ .i� l'cl . } ° } FIIsTER POOL LIGHTS 12 VOLT TRANSFORMER !, (GFI NOT REQUIRED) PUMP' -A HP �© GPaj°�,�+.• TURNOVER RATE] JUNCTION BOX LITES !-PML IU E!-F-MlC FUEL 1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. HANDRAIL�WIIv1�-IN 8N ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. N 2.3-#12 THHN CU WITHIN 1" MIN. CONDUIT FOR POOL LIGHT(S). DIAMOND BRITE/GEM COAT - COLOR 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID BARE COPPER. �'�;q�V�y 4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. - 20' MAX FROM WATERS EDGE. SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2��Uw' /111- 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(13)-2014. SHEER DESCENT WATER FALL LIONS HEAD/ROSF= �- POOL BOND .PATIO N i�Oc� ' MATERIAI:11 PO RtTINE PAM5 W/DOD %W)DED SCREEN ENCLOSURE FENCE LISTED POOL t SPA �R K" P W- 56 Pa zoos ALARMBARRIER Ql INSTALL IN SKIMMER: • USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE INSTALLED AUTOMATION `ram IN ONE OF THE THREADA/�D SKIMMER OUTLET PARTS. SEE *ASSEMBLY PROCEDURE' FOR PROPER LIGHTENING OF POOL BOND. (2)INSTALL IN A RETURN LINE: • POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLET FITTING _ AVOID INSTALLATIONS THAT COULD TRAP AIR. • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM VALVE BOX CAN BE USED FOR ACCESS. DO NOT INSTALL AS SHOWN TRAPPED AIR WILL PREVENT PROPER CONTACT WITH WATER (2)INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: PUMP FILTER A@� pp ® q • INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. K J EP F � r IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER CONCRETE RE rUN SYSTEM VALVE BOX CAN BE USED. PAD WIRE RECEPTOR TAB POOL BOND CASTING RECOMENDED 3" BELOW WATER LEVEL #8 SOLID COPPER BONDING WIRE SID O P.E #16668 SPLIT BOLT -�� 14„ _.-_-.-_-- 1" MALE PIPE THREAD j PIPE REDUCED TO 1 ^ EL-SID ENGINEERING \e\\ ���( KO I �ANDRUNTODECKBOX #EB-0006831 oN �® �.�"' F / EQUI-POTENTIAL BONDING GRID 139 ISLE VERDE WAY �o c6,• �\c E N S� • /�i NEC 680.26 (C) 2014. PALM BEACH GARDENDS, FL 33418 = i No.16668 ALTERNATIVE METHOD PER LED LIGHT 2" SCH 40 PVC FL. SENATE BILL SR 2836 SLEEVE a i EXECUTIVE ORDER 2007-187 I LED LIGHT DETAIL • 10-22 WALL SIGNED JUNE 19, 2007 FPITI7NG-OREQUAL �llQ Co v ;o STATE OF I U FBC 101.2.1 INSTALLED INSIDE PIPE J ( ��% r) % 0 SINGLE #8 AWG BARE SOLID COPPER WIRE `C � L l/��" ®/®�� ,�'cC ORIQP�(��=N AROUND ENTIRE PERIMETER OF POOL CONNECTED TO POOL RE STEEL IN 4-EQUALLY //'�/sr�®Q �I A�' SPACED PLACES FROM#8 SOLID INSULATEDCODE COMPLIANCE AND CONNECTED W/APPROVED MECHANICAL FASTENERS i:e., SPLIT BOLT, �1 BRONZE PIPE CLAMP (WBRONZE SCREWS). 4"-6" ST. LUCIE COUNTY EQUIP D WIRE S BONDING ®®(� c1��3'Z� #8 SOLID GROUND WIRE SHALL BE POSITIONED 18"-24" ® - 4" TO 6" INTO SUBGRADE MATERIAL ADJACENT TO POOL STRUCTURE. THIS #8 WIRE SHALL BE BONDED TO POOL STRUCTURE REBAR IN 4 EQUALLY SPACED POINTS.- THIS #8 WIRE SHALL GRADEFORPAVER BE PLACED 18" TO 24" IN PROXIMITY TO POOL OR --if, IEDECK DRAWN BY: SHEET 3 OF 3 STRUCTURAL WALL: I DATE: JOB NO: it "G W'Hir' Yl � I SCMI CERT;F2ED TCi: D E S CF "11: I'D 10N REEVE STREET LOT 20 ... . . ...... — — . Ti t.0,TS 20-23 F. U0115) 25. 25, 26 27: -;A- S07ti'. OM• A::GAt'it. 5 w= - --?LCC+iDFc- im 71,.AT f*0X OFST Lilt: * W"UN-T. A.-DR0A. SAM, C"QN7,kiN 0.62 i-CIRE I.:; SURVEY NC THE S 7H.s SUR107Y Ill N'Vi WMICK37 A ',Cj.N ME` I RIG 'AL Zi:,F;:FSS7 SEAL (w & -OR.,. tDA 2. Dt"X�MPT.'Cii PROMME, 0-e CUEENT A:j(IAIR' T.'j:_:I;? .,GENT. -1) WOK WAS Okkc.4 2M.,0 GA?:: C Ii- (POUND ;MPROVEMEWiS AiND WE: .7 Locl'.Tv 5. SE<m\aq s;'ovi ?:_vRzm ARE U., '_HE NORTH R/W UNE 07 SOPiE . � flii)GE BEARING AS MOiE NUMENL-1. AU SFARINGS ARE REL;%T'.Vz� T,!Mvlo E. AU W)UM)ARY WMRMA'GON Sf`i'y*\ iS :A:.a-,U iED PER FIAT. UM I-Vi b-THc m. . -i S17 i;; I ODITION5 OR lTLET;(;VS J. A TO 31"IRVE", •W."�pb OR REF"IRTS BY CT�-ZR • Tri.kN 'S.-UNING FARTY OR rART,Cs ZS PROH0.71EG ',X' T[�E S',Qj*X,' ;tA:?*Y OR FIARF-S. 8. LAMWS SH")M4 WERE N*-- AR'.'IMACILD FOR FASNHNTS, S-EMAC?.S. AJ--:­AR:iq,- : ';: � p R4 ­i u );;I: J. PRO�;'ERT f L;ES VIC FiAX"D Z*'.��N'E 'X'r PER MAP :�--_'ICG277 K. CAT.. . i, 2­ ; 9 - 20. m LOT 21, V S N S — i ; Ely BOUNDARY SURVEY F I I ........ . ................ . . .... ... . .. .. FREPA"D FOR ... . ... .... mp kit ST. LUJCIE PROPERTIES, INC. . ... ... •KIRW9, • LEGEND A - aun'yl rota R Ct;rl."r RAMS V-1-CULATM -00 "A, UAL -C.UT tr Poe ,00;7 or pcw PR.ANFHi REYERDtC2 W9N-1ME%-7 CM 'W."AM 7N:r'. FIC-cle WN.T10f; -UVIC-A 1`10t* � A.N�l UI.XT 1)"rAHEIND U-Mly0l u4c tiox mm ufEy F1W VE- DRAJ-1A.47 EA-'T-4 '/2' F..Fz -TE P.- G_ 1.7t ILCCV S'nalICT4 .7 FEET 'JARE F" 03 _ Ct:m IKE- - cal MIX STRulluK - SE-3 )PC Us 7058 T.". , UETAL mml' par WIT10 "U.-W WOOD Pc:' A pcl--. WY 'MR4 Ccimaa'r; W"F a v=__.pv&Fzi wxE 0AIN.�,X AND 4;�=*aQi' sp'E wfD;;'p"A:. WATfP ".voc SAMMY vA;.>r CAS VALVE Tr- n *:--4: CF BANK PG NICE RCP a Ra­Fr'2--FT; 0T-"_qk'ff PIPE A.=S M Exisvir SF771.1- MW Ewmnu P.T.- WC A MCK ROC Al-C-Ap 0MR(i MAIN EX-sillst^. R)RrM WIN -GAS.- CiAl; LIME WAWR ArKAER 4' 01'r-KEq V.W. Mqa 5' WrIc SOME 4' C;IA%I, 1.19y PiMM: A-MED Ur, By I -s;A,.- 1 1, .............. LAVENTURE & ASSOCIATES, INC. ,!r' j �'M64M F-ROPESSIONAL S-4,RWE.lING AND MAPPING . . .......... P.-MRS :xw it, 20.3424 . . . ........... . ................... . .................. . ................. RICH 'ApD c. PLOF':DA Save over $750 per year on energy costs with the VS RoPro" 1.65 HP Variable -Speed Pump' VS FloPro 1.65 is designed with an innovative adjustable base, allowing for simple installation on new construction, or quick and easy replacement of existing pumps. Well suited for applications with 1.5" or 2" plumbing, the VS FloPro is designed to be operated at energy -saving lower speeds for maximum efficiency. • 115v and 230v Models Available The VS FloPro is available in 230v and 115v models, providing installation flexibility while avoiding time consuming and costly rewiring expenses. • Ultra High -Efficiency Motor Features a totally enclosed fan -cooled (TEFC) -permanent magnet brushless DC motor for cooler operation and extended motor life. • Multiple Control5ystem �ft •% Options Availahlez The AUT model is completely programmable and customizable with the Jandy Aqua Link® line of automation systems,'­bnd can be paired with il)PU.001 :for iAquaLink'" any�tlme "sanywhere app control`�Xk The JEP model feature"san onboard JEP-R controlleiwith.two timed speeds/8 ;-speeds total and can be �°tated 180' or removed for remote mounting. Reliade battery backup ensures time and settings are stdred during power outages. 4; •.rCompact > High-performance!pump in an ultra -compact body that easily fits in small equipment areas. Additional Features > Adjustable base included with all FloPro models' > Includes 2" unions or utilize 2" internal threads > Ergonomic easy -transport handle > High profile easy -grip lid handles with large capacity basket • Complies with Appliance Efficiency Standards ICEC Title 20 & ANSI®/APSP-15) and qualifies for power reba:es, where offered. Jandy.com 1 1.800.822.7933 !' 7i7dctc rr <s . =i C. All • ,t Uzi 7 r!, ! .8i- ,.•�,1 sa'1a1T�^'1 otkwEi t ti I. U.,....alder li 5 Ail Gi`sr i.'au .I F. ,• r^S e,-; `itn t a +lt ' :, A. B. Base Fits Dimension Dimension Jandy No BaseHayward° Super Pumpm. Pentair° Super%6.Sta-Rite° SuperMax• 73/4" 12. 3/4" Small Base Hayward Super 11'", Jandy PlusHP 8 7/8" 13 7/B" and MaxHP Pumps Small Base Pentair WhisperFlo`, Sla-Rite Dyna-Glas"' 9 1/8" 14 1/8" w/Spacers Small Base Sla-Rite Max-E Pro', Sta-Rite Dura-Glas^, 10 3/4" 15 3/4" & Large Base Sta-Rite Dura-Glas II, Sta-Rile Max-E Glas I)IMENSI0NSF :.. 8pll Holes, Center to Center IR a Front Edge of Pump to Center of Bolt Holes Max Union Rec. Carton Overall Model No. THP WEFs Voltage Watts Amps Size Pipe size` . Weight Length VSFHP65JEP AUT 2 VSFHP165AU165 9.118 230VAC 1,600W 10.5 2"x2" 11/2-1/2" 46lbs 24" VSFHP085JEP VSFHP085AUT 0.85 11.900 11 SVAC 975 W 10.0 2" x 2" 1 1/2 — 2" 46 lbs 24" F'ERFfiRM�4 CE VS Flo Pro 0.85 HP and 1.65 HP Performance Curves P.e •o 60 3 so 9 = 40 E so 70 io 0 . fi i0 10 3c, -a 50 0 70 so so ;ITJ i10 ix, 2d0 -40 Flow Rate, Gallons Per Minute 1GPM1 .:-. �`"3t'i Sri.-•' .^. 25 gall on P..:I:;rr-;+crs pe Fe,ya ana-erase 13 ardJE?-o>,:ml :. .,ctcceDY:i ;I1.?rac9z'3•_srV:.ikrnccnD.,. Dar; :Ya•!,.A 1nnad215. !Cz-:„,., asj�.>tab .x ba• cers.nclu;iecsiii?at vt.,.oPn „,adat:. I;- e4a..._ sli::nal xr,dsold ° en.aj.51•a1wr. lo.ai!,v1idD:y an<i sal �,ii c:,<lr!s Ic: piP.: 54r.::; aril _rr, _i?eh•�. ills Sr tr �� NSF :r Jr a- ra rr 1 t rr ra u- 1 t7.p.. _li"r y, O e�us :, d....3.<., r 0.n 1 pir e r r• ,t .. c:. _, ,. In.f-..`•-.' Y� 9 K A�.�-4® b Y ' ._ ... � ppe�r+ :y MAXIMUMEFFICIENCYn ULTRA COMPACT DESIGN. EL-SID ENGINEERING, INC. PROFESSIONAL CIVIL ENGINEERS ENGINEERING & CONSTRUCTION MGT. SIDNEX KOVNER, P.E. "No Job Too Small" (561)386-4385 (561) 352-5086 (561)622-6820 Fax 139 Isle Verde Way elsidcng@comcasl.net Palm Beach Gardens, FL 33418 CALCU1AT005 (1 TD H 6S FT -�'! our = �-0 o2- -211 2." 3 fzbb*'� 3 — 4 0, 23 VYW\ LI.34 M 60, t qv, QP,t�wr " bo + 100 + �0 ------ 250 --- 21.3 (-oFr M 7,1.- iS co c 0 cu a W 0 TU of I co zw Tr or Zo OD LL ®�co (® ® cc) $� Z /M I N11 p .,1 7T LAJ � 0 Cd O 1-4 g - - o � s >o L GET THE iIA 87 OUT OF YOUR DOOL HEM T!1NI Ri INVESTMENT! • High performance titanium heat exchanger (Patented ThetmoLinein TSO, T115 and T135) • Microprocessor controlled defrost cycle allows operation down to mid to low 40s T • Lockable, flip -out control panel protected against sun and weather • Built-in drain pan for condensate management • Impact resistant, rust and fade proof cabinet • Quieter than conventional heat pumps T55 T75 T90 T115 T135 . BTUs 80/SO/80 ;000 74 000 96� 000 41� 000 ` 132 000 52 ' (water tamp/ambient air/ relative humid) humidity) 80/80/63 50,000 70,000 90,000 106,000 125,000 80/5%63 33000 ;;as 65,000 74,000 84,000 C.O.P. 80/80/80 6.0 ,49;000t 5.6 6.0 5.6 5.7 Coefficient of Performance 80/80%63 �j` 8' t 5 4 Y r i 8.?'. (water temp/ambientelr/ relative humidity) . �...: . . ....... .. .h...t .. ,.. .., n .,.r:,✓., ?. r ,..:.....n.,... , , _..4.1. L „r, <5: ,,,,.,c-;. U..,. ,;�r,4 ..:,rcJ.,sr.. 80/50/63 4.0 4.0 4.2 4.0 4.0 Refrigerant > '.f n R470A s h 1�410A 1 i70A R410� F{410A . ; r Heat Exchanger Tube in Tube Tube in Tube ThermoLink® Thermol-ink® Therm&ine Electrical kW In ut r r h a y r ,:..,. p . ,., _ . ,,: .. ..,:. , a ? 7 ' ,' , _.; ,,....3•,9 � .!; ` i 4.7 , r+ j.. f 5 9 , , $ 8 Voltage/Hz/Phase 208-230/60/1 208-2a0/60/1 208-230/60/1 208-230/60/1 208-230/60/1 r : t , c: t(s d' MIn CircurtAmpacity Cr, 226' 314 , 4Q"27 38t2 g3Sr ._A , Max. Fuse Size 30 50 60 60 60 Water Flow MinJMax. (gpm) 20/45 20/45 30170 30170 30170 Physical Weight (lbs) 180 200 255 259 287 Shipping Weight (Ibs) 220 240 305 309 337 Length x width x Height (n� �" 38" x36n xr33 38 x 36' x 33" 38 x 36 ,x 43� `'38 ,x 36 x 43 38 x 36' � 43 Rated in accordance with AHRI standard 1160 water temp/ambient air/relative humidity Specifications subject to change -A.P, p/ANSI-7 suctl it dutlet s;Irety coinlallancv p tt (one s11ee'l for each drnln of Set of, drains In� iS«�eos.te► : Job Narne: 40 Address:11 IS T IS O VIE, SUCTION OUTLI`T S AUXILIARY (5pg, reaturo s Are the re dralns:•yes ,— _ no WE— (If no, go to truck'et rpipr " bturn e siz Single unbioc kable _ Two or, more Drain make & model; �/ ListedCl t cover flow rate; ` Bpm SYSTEM FLOW RAT` h�!tl tri flow rate: �(? 1Y1't�..�tn i'od of dexm,systelo w; Maximum fldw from the pump curve — _ Total dynamt;P• head calculatlon (attach calcuiatlan sh dCi: ' S1mpl1f)ed'total dyna'ip`.. ' emlc head( -h PUMP SELf"CTION .. ter - Pump make &model= �1bc�� F1Aj� Y (attach pump performance curve, ndicating flow as celculat�d -bve) 6 'SUCTION PIPE 51�F i �� . � KOVN Branch piping size Inch @ 6 fps or lowerY, ��O �ecenss.F'Q i��i Truckline size _'2:1, Inch @ S'fps ; No. 16668 RETURN PIPE S� �O STATE OF Pipe sbze It o'. @ 10 fps °•. CORI®,%•�GN .. ;. Engineer of Ftebtd ant al Frorn: Jennifer Arce tree" 7C(':)aquacal.con-i S,,ibject: HEATER CLEARANCES Date. Jun 18, 2019 at 8:43:44 AM To: elsideng@comcast.net Good morning Please see attached for info. Thank you, Jennifer Arce Customer Support AquaCaVAutoPilot 727-823-5642 jenniferaRaquacal.com EEK — is that a leak??? Check out our blog to learn what you can do! grill w.aguacal.001"Iblog pdf L.TP0114 P ... ANCES.pdf 195 KB 1:1 Positioning Equipment Failure to heed the following may result in damage to equipment. Do not install equipment inside of a building. Outdoor :1�7se Only . Do not install equipment inside of a room or building. . Heat Pumps require unobstructed air flow for,proper,op�eraton. Heat Pumps should never be installed indoors or in a location where air flow is restricted. • See "Clearances" on page 5. Contrlolluttion water ma!andama a heat • y g t pump components. Direct irrigation water away from the heat pump. • The heat pump will withstand normal rainfall. Do not allow a roof slope to direct rainwater onto the heat pump. Have a gutter installed on the roof edge to,.'direct this water away from the heat pump. Or install the heat pump in another location. I�nnmg,�or Conde�nsatton � The heat pump can produce a large amount of condensation. The amount of water depends on air temperature and humidity. • Install the heat pump with enough height to allow for water drainage. • Plan for water drainage as needed. ■ See "Condensation Drain Kit (# STK0202)" on page 70. Mountm Pad Requu ementS .1 . The heat pump's base must be installed on a flat and level surface that completely supports the entire base. . Build the heat pump pad out of concrete or other code -approved material. . Confirm the pad can support the weight of the heat pump. See "Weights" on page 69. . Elevate the pad enough to allow for drainage. . Make sure the pail is flat and level. . Have the pad extend at least 6 inches from the heat pump base in all directions. . Do not install the heat pump on soil or grass. • Do not allow the heat pump base to touch the building's foundation. • Do not place the heat pump directly on a concrete floor. This can case noise to be transmitted to an occupied space. If necessary install vibration dampers between the heat pump base and floor. • Equipment pad must meet all requirements of authorities having code -related jurisdiction. echo ` W Kd t � . Follow all applicable local, state, and national requirements regarding wind load anchoring. .. The shipping brackets used to secure the heat pump to the pallet are approved mounting (hurricane) brackets. They should be used to anchor the heat pump to the pad. • If needed, contact AquaCalto obtain anchoring kit information. Please have the heat pump model number and serial number when requesting support. See "Identifying Model Specifications" on page 68. Page - 4 Clearances • Proper air circulation is required for the heat pump to operate efficiently. The following diagrams show the minimum clearances required for the proper operation of the heat pump. • Avoid storing chemical containers near the heat pump, The chemicals can cause equipment damage. • Avoid placing objects near or on top of the heat pump. This includes shrubbery and lawn furniture. These objects will reduce performance and efficiEmey and hinder maintenance access. Overhang with gutter Rain run-off and sprinklers should be OVERHEAD directed away from 5 feet heater [152 cm] (Top View BACK 6inches [15 cm] SIDES SIDES 1 foot 1 foot [30 cm] [30 cm] FRONT 3 feet [91 cmJ Page-5