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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: (' !n I. 1 -I PERMIT# I 1 lJ I- ( ) Lc, Q REVISION FEE: �,� ®� RECEIPT # [ LA� 4 �l J PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 LOCATION/SITE ADDRESS: rS APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C-iGt1Y 747Y BUSINESS NAME: QUALIFIERS NAME: V & ADDRESS: 5g.,8a CITY: lleey 45r-*, A STATE: J=L, PHONE (DAYTIME): ©S e4 OWNER/BUILDER INFORMATION: NAMI ADDF CITY: PHON ARCI NAME ADDR CITY: PHON] SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: FAX: ZIP: / Agua Vida Services, Inc. FEB 0 6 2019 Post Office Box 6464 Vero Beach, FL 32961-6464 IST. Lucie County, Permitting 772-794-0586 Telephone 772-794-3699 Fax Cover Sheet To: William Durden Date: 02/06/19 Re: Permit # 1707-0258 From: Raymond Hengerer Re: Revision Paper Work Required. William: Please find attached the clouded change on the plan, the AHRI independent report and the specification sheet from the manufacturer. Please let me know if you should require other information for the revision. Thank You Raymond�erer Owner Agua Vida Services Inca Construction Industries Recovery Recovery Fund if you IpSe ry Fund: Payment may Specified violations of Florida amoney on a project V be available from °d p Performed under contract wherethe Construction Industries and filing a claim contact the Florida a state licensed contractor. FLicensing Board at: the loss results from Florida Q L.B.or information about the recovery fur, 1940 North Monroe Street Northwood Center Tallahassee FL 32399 850-487-1395 2/6/2019 HeatWave SuperQuiet® Sol25 - AquaCal Website /707-6V ED WINGPWLAP*4w �`1 a? �(f�s ST. LUCIE C L1-TI SI Ui` r r� :_n1LSTLU1(111_ ( ® ���� REVIEWED FOR CO. LIAIdCE L� county, Permitting REVIEWED By_ DATE HeatWave SuperQu 60,�wXTWjLT EkEP oductsON B YWILL.1aI6'EoductsU,ti � .SUt-'; https://www, aq uacal. com/omN.....,, xM The NEWLY redesigned HeatWave SuperQuiet° SQ125 comes: equipped with all standard features. The Patented ThermoLinV Titanium Heat Exchanger at its core makes this unit a power -house that's built to last. a Corrosion proof cabinet with AquaTop M Scroll Compressor - for quiet operation 0 Microprocessor Controls S Off -Set Plumbing Not available in 50 Hz Contact AquaCal' for your free heat cost and si/mg estimation. s o CE f v SSA 9 >`J��snnpe heatpump r� vi Fo value RCS turers, customers, and oq n fh ecidandindu .e�Productsaresubjeit n r rtificatcatio on ". Program nd cumpone ntmanuracturllr�] 4 ulators. AHRI r.._,,. 2/6/2019 HeatWave SuperQuiet®SQ125 - AquaCal V*bsite _ listed in AHRI's Directory of Certified Product Performance, a `''4'"''"' real-time database )t web page. More information can be � pump found online on the um pool ool heaters Certification Program (web page), and the heat pump pool heaters contractors (web pace), Categories: HeatWave Supei-Quiet, Pool Heat Pumps Specs Features Brochures & Manuals Specs 60Hz 3600 View Specs 50Hz Warranty Specs 60 Hz SQ125 BTUs (water temp/ambient air/re)ative humidity) 80/80/80 101,000 80/80/63 95,000 80/50/63 62,000 Coefficient of Performance (water temp/ambient air/relative humidity) 80/80/80 6.5 80/80/63 6.1 80/50/63 4.0 Refrigerant R410A Electrical Heat or Heat & Cool H kW Input 4.6 htIPs://www.aquacal-COM/ploduct/heatwave-suPOrguiet-sql25/ 215 2/6/2019 60 Hz Voltage/Hz/Phase A-208-23016011 B-200-23016013 E - 380-41516013 G - 460/60/3 HeatWave SuperQuie* SQ125 - AquaCal Website SQ125 A Minimum/Maximum Fuse Size A- 60 Minimum Circuit Ampacity A- 40.5 Water Flow *A Heller Bypass Kit is required when flow rates exceed the maxirnum Minimum/Maximum (gpm) 30/70 Physical Weight (Ibs) 268 Size (lengthxwidthxheight) 34" x 34" x 44" Shipping Weight (Ibs) 329 Size (lengthxwidthxheight) 38" x 36" x 49" Rated in accordance with ARI standard 1160 water temp/ambient air/relative humidity AquaCal® has been the leading swimming pool heat pump manufacturer since 1981, offering a full r ange of can maintain anything from small above ground pools up to very large Commercial facilities. The chlllbCal° ci used to create cold plunge pools for therapy as well. Whateveryour pool heating/Cooling needs, Aqua hps://www.aquacal.com/product/heatwave-superquiet-so 1 qBi ,oerdficate of Product Rati 1.9 F`9 0 6 2019 Lucia County, Permitting AHRI Certified Reference Number: 10477265 Date: 02-06-2019 Model Status: Active Brand Name: HEATWAVE SUPEROUIET (SO) Model Number (For Split System - Air side or for Packaged Unit) : 125AHOSBPB AHRI Type: SPPH-H Refrigerant Type: R-41 OA Rated as follows in accordance with the latest edition of ANSVAHRI 1160 (I-P) with Addendum 1: Performance Rating of Heat Pump Pool Heaters and subject to rating accuracy by AHRI-sponsored, independent, third party testing: High Air Temperature High Humidity Heating Capacity, btuh : 101000 High Air Temperature High Humidity COP: 6.5 High Air Temperature Mid Humidity Heating Capacity, btuh : 95000 High Air Temperature Mid Humidity COP: 6.1 Low Air Temperature Mid Humidity Heating Capacity, btuh: 62000 Low Fur Temperature Mid Humidity COP: 4.0 1"Aofve" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings mat are accompanied by WAS indicate an involuntary re -rate The new o bushed ratina is shown alona with the Previous (i.e. WAS1 rating DISCLAIMER AHRI does not endorse the products) listed on this Certificate and makes no representations, warranties of guarantees as to, and assumes no responsibility for, the Product(s) listed on this Certificate. AHRI expressly disclaims all liability fOr damages Of any kind ties Of out Of the use Or performance Of the responsibility Of r, unauthorized alteration of data listed on this Certificate. Certified ratings ate Valid only for models and Configurations listed is thetile directory at wtumahridlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; "loll confidential entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's Individual, personal and confidential reference. xi��. CERTIFICATE VERIFICATION (� The information for the model Cited on this certificate Can be verified at www.ahridirectory.org, click on "Verity Certificate" link AIR-CONDITIONING,REFRIGERATION I HEATING, and enter the AHRI Certified Reference Number and the date on which the certificate was issuetl, &REFRIGERATION INSTITUTE which is listed above, and the Certificate No.; which is listed at bottom right... ©2019Air-Condition!ng, Heating, and Refrigeration Institute 4 °'� �)'t� b item 'FICATE NO.: 131939418020127023 WASTE (RETAIN ON SITE) PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) FILTER SYSTEM 2,5"0 SCH. 40 PVC MAIN RETURN LINE W/PRESSURE GAGE AND AIR RELEASE VALVE z TO ELEC. SERVICE VIA WATER PROOF G.F.I. NO MORE THAN 20' FROM POOL EDGE AND NOT WITHIN 1 O' OF POOL EDGE 3 JUNCTION BOX LEGEND 48" MIN. CHECKVALVE POOL WATERLINE N 2-WAY VALVE �_.,_�.^ -► FLOW DIRECTION rt z z w Y Qa UZ J n O p N a= O m� N NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLUMBING DIAGRAM N.T.S. 18" MIN, 12V LIGHT W/ - LOW WATER CUTOFF DEVICE Determine Minimum System Flow Rate: (35 gpm per Skimmer) I. Pool Volume Calculation: 293 ft' (SurFArea) x 4.25 ft (Avg. Depth) x 7.48 gaUft'= 9.314 gal 2. Determine Flow Rate: 9,314 gal I 360 min = 25.87 gpm + 0 gpm = 25.87 gpm (Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow) 3. Determine Pipe Sizes: Trunk Piping to be 2.5" to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate Return Piping to be 2.5" to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right) Pump Model: VSFHP165AUT H.P.: 1.OHP Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed. Filter Make: CS 150 Size: 150 Fitter min. area based on 6 hr turnover flow rate (pool flow rate calculated above) Divide gpm by the following factors: Cartridge - 0.375, Sand -15 or D.E. - 2 Time Controller Make: Intermatic Model: PE 35300 RETURN PIPING NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS TRUNK PIPING REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS. . SELECTED EQUIPMENT CALCULATIONS PROPERTY LINE EXISTING CARPORT NOTE: LAYOUT PROVIDED BY CONTRACTOR N.T.S 5' Pipe Size 6 fps 8 fps (In.) GPM 11 Loss (fUft) GPM Lass (ft/ft) LO 16 0.14 0.06 0,05 21 �- 82 117 0.23 0 10 J1 0.09 2.0 62 1 2.5 F 88 -- ' 3 0 1 136 0.04 181 0 07 4.0 - _ 234 _. 0.03 313 0.05 -- 6.0 , _ 534 0,02 ! 712_ �- - 0_03 CHANNEL DRAIN (5'-0" DEEP) 8" MIN. WP MANUAL STARTER SWITCH (TYP.) 3 - #12 WIRES IN 3/4" CONDUIT TO PUMP -► TO PUMP 2 (IF APPLICABLE) PANEL TO BLOWER (IF APPLICABLE) -�� TO HEATER (IF APPLICABLE) 3 #8 WIRES IN 1" CONDUIT 3 - #12 WIRES IN 3/4" CONDUIT `- SPST TOGGLE SWITCH 12V TRANS. 1" NON -CORROSIVE CONDUIT POOL WALL AND DECK (SEE TYPICAL SECTION) ELECTRICAL DIAGRAM N.T.S. 2' FLAT PAVER DECK WIDTH VARIES 2- #3 BARS AT TOP W/ 3" 1:3 MAX. SLOPE HOOK ON VERT. STEEL •' <LUZ WIDTH VARIES FROM 4" - 6" F- O n. 2-3/8" CONCRETE PAVER TO BE SAND SET WITH A 6"X9" CONCRETE SET COPING SURROUNDING THE POOL. SUB -SOILS TO BE COMPACTED TO 95% MAX. DENSITY -1 6" WATERLINE TILE NOTES: 1.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. 2.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER WALL OPTIONS TABLE BELOW STEELEQUIVALENT J EQUIVALENT #3 BARS @ 12" O.C. E.W. CENTERED IN CONCRETE TYPICAL WALL AND DECK SECTION (MAX. & HEIGHT) N.T.S. PLASTER FINISH, GEM COAT OR EQUIVALENT STAINLESS STEEL HANDRAIL (SAME 15'-0" BONDING FOR LADDER) POOL DECK ` WATER LINE CONNECT #8 BARE AWG 3 COPPER WITH APPROVED •• BOND CLAMP 5'-0" 8" MAX. MIN. #8 BARE AWG COPPER AROUND 11 ° SLOPE 1 11°SLOPE PERIMETER OF POOL MAX. (TYP.) 7 MAX. -j1 MAX. (TYP.) 18"-24" A MIN. FOUR (4) 3 MAX CONNECTIONS (ONE MAIN DRAIN CONNECT PERIMETER �` EACH SIDE) W/ #8 BARE LOCATION GROUND WIRE TO_ � AWG COPPER W/ APPROVED CLAMPS LONGITUDINAL POOL SECTION SYSTEM - GROUND SYSTEM CONNECT #8 BARE AWG N.T.S. COPPER WITH APPROVED BOND CLAMP - GRATE TO BE ATTACHED LIGHT NICHE HYDROSTATIC WITH SCREWS VALVE (1-1/2") NOTE: BONDING PER FLORIDA BUIDING CODE ADAPTATION OF N.E.C. 2011 SECTION 680.26 EQUIPOTENTIAL BONDING GRID DETAIL _ 2'A„ _ N.T.S. - 3/4" ROCK BED (MIN 3YDS. ROCK TO STABILIZE SOIL) WELL POINT THREADED REMOVE GRATE AND WELL POINT VALVE PVC PIPE FROM MAIN DRAIN, AND ATTACH AUX. PUMP LINE WHEN EMPTYING WELLPOINT 12-6__- _ li _ -- - POOL DECK WATERLINE 9 I 12�7-v� 18„ EXISTING 18" LANAI R- ST F AS' T-6" DEEP I - PROPERTY LlffffJJJJE//'' /vn BEAM I SKIMMERU��,{- v '00 SWIMOUT DEPTH DETAIL --2'-4" / ;l N.T.S. EXISTING RESIDENCE POOL LAYOUT / LONGITUDINAL POOL SECTION SCALE: 114" = 1 3 3' EQUIPMENT 4, PAD 1' 1T„ #3 BARS @ 8" O.C. (TYP. TOP OF STAIR) ' 10-1/2" #3 BARS HOOKED INTO _ WALL REINFORCEMENT PER WALL DETAIL VERTICAL REINFORCEMENT - #3 BARS @ 12" O.C. STAIRS DETAIL POOL EQUIPMENT LIST EQUIPMENT TYPE DESCRIPTION PART NUMBER RTY. Circulation Pump Zodiac/Jandy Variable Speed w/ IQ Pump Ctrls. VSFHP165AUT 1 Circulation Filter Zodiac CS 150 Cartridge Filter 1 Salt/Chlorine Generator Zodiac/Jandy True Clear Salt System Truclear1l K 1 LED Lights Jandy Pro Series LED Color 20 Watt 1 Light Transformer Intermatic Stainless Steel 100W Trans. T104P3 1 Valves Jandy 3-Port Never Lube 1 2717 1 2 N.T.S. SAFETY NOTES 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND NO DIVING SHALL BE PERMITTED 2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE AROUND THE PERIMETER OF THE POOL OR __ ALARMS AT THE ENTRANCES TO THE POOL (ONE TO BE CHECKED). GENERALNOTES 1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH 28 DAY STRENGTH OF 2500 PSI. 2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60 3. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL. 4, POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS. 5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY. 6, THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING STRUCTURES AFFECTED BY THE CONSTRUCTION, THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION, AS SUCH, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS, 8. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET FROM OPEN WATER. 9, ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES. 10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN, NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY. 11. PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS, WHEN NOTED, ANY DETAILS REFERRING TO PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO PAVEMENT DESIGN. 12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. 13, THE SWIMMING POOL MUST BE BUILT TO MEET 2014 FLORIDA BUILDING CODE, AS WELL AS ANSI 7, AND SHALL BE ANSI 15 COMPLIANT. 14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT. 15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR MAINTENANCE IN ORDER TO PREVENT FAILURE. 16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2014-R4501.6.3 17. POOL BARRIER TO COMPLY WITH FBC 2014-R4501 18. SKIMMERS TO COMPLY WITH FBC 2014-4501.21.2 19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE. 20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2014-R4501 21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS OTHERWISE NOTED. 22, THIS POOL IS DESIGNED TO THE 2014 FBC & ANSI/APSP-7 PER SECTION 16 OF THE FBC 2014 AND R4501.6.1 OF THE FBC2014 2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS CONSTRUCTION IS THE PUMP MOTOR USED TO FILTER WATER? yE AO CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO POLE OR CAPACITOR CIRCULATION WITHOUT START -INDUCTION TYPES FILTRATION IS THE TOTAL HORESPOWER ONE OR LARGER? TOTAL HP = PUMP HP x BE FACTOR o NO ALSO FOLLOW THESE REQUIREMENTS: SINGLE SPPED PUMP - PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS. PERMITTED. ADDITIONAL - CONTROLS NED TO BE CAPABLE OF OPERATING AT A REQUIREMENTS MAY APPLY MINIMUM OF TWO SPEEDS. CONTINUE ON. - DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED. THE HIGHER SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. - SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN. IS THIS NEW CONSTRUCTION? 40 ADDITIONAL REQUIREMENTS PER APSP-15:. NO ADDITIONAL - SIZE THE PUMP BASED ON: REQUIREMENTS ARE IN - POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM PLACE DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO OR LESS THAN CIRCULATED FILTRATION FLOWRATE. - ATIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC HEALTH STANDARDS. - FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR TURNOVER FLOW RATE. -- POOL GAL. / 360 MIN. = FLOW RATE (IN GPM) -- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTERS MIN. SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 15, DE = 2) - MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER. - SWEEP ELBOWS ARE RECOMMENDED. - (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS.) PLUG PORTSNOT BEING USED TONAL SINGLE CONNECTION OR HYDROSTATIC VALVE INTERIOR RAMEiMUG-`PING .POOL. Fees" b P 4 O 4 O Oy.y a C'p a a# 6 O • b a O 4 b G 9 O p tl. tl O tl • a ..t-L. a IYI O a d QyS. 04Q0 R F G OA a yj��l O �.,a D d O tl Ci .rlJ O OAO O ..4tyL.gl-yl-."tR t O ¢� #A b Q 099P 00� A 600 �4a 6B OA ba0 ♦�. � a �3(Y1.-tA.1--t1. V O p O D 6 tlT! a b y0Q tlY GaaO 66p yl�yy'i.. 6 �'n O a0.tl y, O tl tl 0 ,1y1.1Y1Y.y.-f tl4 ' i} Ob 060 to t.3.t1 p 0 O.b O O. tliy O O ♦ .1�11 A.1.: 1 ° ':ISIIJS I'a a ° oa a a o CLLL(il FART NOTCRETE t GUNITE GRAV EEEkkk���Jff 7a. PUM. NOTE: 2.5" CONNECTION ON THIS CUSTOM MOLDED PRODUCTS 32" INSTALLATION CHANNEL DRAIN VGB-2009 COMPLIANT- SINGLE PIPE CONNECTION ON MODEL, CMP25506-32X ANY OF TBREk PORTS I -IF-, z r °OR GREATER PIPE NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5" PLUMBING AND 184 GPM WHEN USING 2" PLUMBING. CHANNEL DRAIN INSTALLATION DETAIL File COPZZ�Y N.T.S. RECEIVED AGUA VIDA SERVICES, INC. FEB 0 6 2019 MCELWEE RESIDENTIAL POOL 116 HARRIS STREET - ST. Lucie County, Permitting j®, FORT PIERCE, FL34951 i01'�``ewe>if••ryrya REV 1: ADDED GENFAN" /2eYp �, POOL LAYOUT AND DETAILS S�D.�p110 ENGINEERING DESIGN, LLC. �e�o<,>�.° � ,� Zf �/? 4731 N. Hwy AlA, Ste. 228 Phone: (772) 226-0224 s SIONA m Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com CLINT01 J. RAHJES, H, DATE FL. LICENSE No. 70170 L.B./C.O.A. No. 29080 DATE: 6/14/17 SHEET 1 OF 1 PROJ. NO.: 17-63