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671 AMBERJACK LN POOL24-0045 ANSI 7 _ 15CLIENT: NAME: ADDRESS: LOT: SUBDIVISION: WR ENGINEERING REPORT INDEX SHEET PURSUANT TO RULE 61G15‐23.001(4)(B), F.A.C. SUPPLEMENTAL INFORMATION TO THE SUBJECT RESIDENTIAL POOL/SPA PERMIT APPLICATION meeting 2023 FBC 8th Ed, Section 454.2 Private Swimming Pools SPECIFICALLY: ‐ WORKSHEET SHOWING COMPLIANCE WITH ANSI 15 ‐ SITE SPECIFIC INFORMATION SHOWING COMPLIANCE WITH ANSI 7 ‐ TDH CALCULATION SUPPORTING ANSI 7 SUCTION OUTLET INFORMATION ‐ ATTACHED PRODUCT SHEETS WITH INFORMATION  SUPPORTING    ANSI 7 AND 15 WORK SHEETS ROYAL PALMS PROJECT INFORMATION: J. Kent Kimes, PE, #33678 Principal Engineer LACOUR CONSTRUCTION KING 671 AMBERJACK LN 5 ‐ For Client Use Only ‐ © 2024 Kimes Engineering and Management Services, Inc. 1925 Worth Ct | Bradenton, Florida 34211 | ph: (941)749‐0311 C.A. 27189 10/30/2024 CLIENT: NAME: ADDRESS: LOT: SUBDIVISION: =CF X = = =  /GPM/SF FILTER RATE = IN IN IN 98.80.375 DESIGN TURNOVER AT ANSI 15 FLOW 6.0 HOURS *FILTER RATES ‐ CARTRIDGE: 0.375/0.75/0.85/1.00; SAND: 15/20; DE: 2 (ALL RATES IN MEASURMENT OF GPM/SF)* MODEL OF FILTER:JANDY CS150 150SF FILTER RATE:0.375 56.25 ANSI 15 SECTION 5.4 ‐ FILTER FLOW CAPACITY ANSI 15 SECTION 5.4 ‐ FILTER FLOW CAPACITY YES <8 FPS 138 SCHD 40 TRUNK  PIPE SIZE 1.0" 1.5" CIRCULATION RETURN SIZE:2 CONTROLLER:SELF CONTAINED APPLIES TO MAIN DRAIN SUCTION,  SKIMMER SUCTION, AND FILTRATION.   DOES NOT  APPLY TO SPA JET SUCTION,  FLOW, OR FEATURE FLOW <6 FPS 2.5" 3.0" <6 FPS 184 SKIMMER SUCTION SIZE:2 38 DESIGN ANSI 15 FLOW: GPM GPM @ 6 FPS GPM @ 8 FPS 16 22 2.0" 935 1,24751 38 63 84 89 119 LACOUR CONSTRUCTION KING 671 AMBERJACK LN 5 ROYAL PALMS 37.0 GPM 7.48 GAL/CF MAXIMUM FILTRATION FLOW: GREATER THAN 36 GPM OR POOL VOLUME/360  *MAY USE LESS THAN THIS MAXIMUM IF IT COMPLIES WITH ANSI 5 TWELVE HOUR TURNOVER* DESIGN ANSI 15 FLOW: LOWER GPM ALLOWED IF IT MEETS 12 HR TURNOVER*MAX GPM x AVG DEPTH SITE SPECIFIC INFORMATION FOR COMPLIANCE WITH ANSI/APSP‐15 POOL SQFT 357 5 1,783 13,334 GALLONS 37.0     TOTAL HP:2.7 X YES MIN FILT SIZE SF GAS EFFICIENCY MINIMUM 82%, HEAT PUMP EFFICIENCY MINIMUM C.O.P. OF 4.0 HEATER MAKE/MODEL:JANDY JXI GAS EFFICIENCY RATING:0.83 4.0" 6.0" 8.0" HEAT PUMP EFFICIENCY C.O.P.: PUMP MAKE/MODEL: CERTIFIED:JANDY FLOPRO PLUSHP PLUS VSPHP270DV2A DESIGN PIPE SIZES NO CHANGES WITHOUT ENGINEER APPROVAL PASS PASS ANSI 15 SECTION 4.3 ‐ HEATER EFFICIENCY ANSI 15 SECTION 5.2 MAX FILTRATION FLOW ‐ VOLUME ANSI 15 SECTION 5.3 ‐  CIRCULATION PUMP APSP/DOE/PHTA LISTING ANSI 15 SECTION 5.5 ‐ VELOCITY LIMITATIONS FILTRATION SYSTEM PIPING MAX GPM ANSI 15 FILTER FLOW: 37.0 GPM YES YES COMPLIES COMPLIES COMPLIES 238 317 540 720 MAIN DRAIN SIZE:2.5 ‐ For Client Use Only ‐ © 2024 Kimes Engineering and Management Services, Inc. 1925 Worth Ct | Bradenton, Florida 34211 | ph: (941)749‐0311 C.A. 27189 10/30/2024 CLIENT: NAME: ADDRESS: LOT: SUBDIVISION: FAIL OF MAXIMUM FLOW REQUIRES TDH CALCULATION INTERSECT ON PUMP CURVE COMPLIANCE BY TDH CALCULATIONS REQUIRES  VERIFICATION AT FINAL INSPECTION OF PIPE SIZE MAXIMUM POTENTIAL FLOW: LISTED FLOOR FLOW (GPM) SOFA COMPLIES FOR FLOOR? LISTED WALL FLOW (GPM) SOFA COMPLIES FOR WALL? SITE SPECIFIC INFORMATION FOR COMPLIANCE WITH ANSI/APSP‐7: DETAILED TDH CALCULATION & CURVE(S) PRESSURESUCTION 2.5 80 5 2 1 #3 WAY VALVES PUMP PURPOSE:FILTRATION PUMP ANSI 7 SECTION 4.4.5: POSSIBLE SYSTEM FLOW ‐ THIS IS REQUIRED FOR EVERY SUBMERGED SUCTION OUTLET 111 3 0710 24 209 REFER TO SUMMARY PAGE IN  DOCUMENT.  REVIEW BEFORE  APPROVING/BUILDING FOR EASE OF  REFERENCE AND UNDERSTANDING 19 8 27 289 120100 1814 150 DETAILED TDH ‐ POOL 20 MAXIMUM FLOW FROM PUMP CURVE   SOFA LOCATION:  MIN.N/A SUMP REQUIRED FOR SOFA SOFA REQUIRES MIN SIZE BEFORE CHANGE BEFORE REDUCING OR ENLARGING SUCTION DESIGN SUCTION TO PUMP: 2.5" BRANCH PIPE SIZE: N/A CMP CHANNEL DRAIN EQUIP 2 2.5" ON BOTH OUTER PORTS POOL FLOOR 152 GPM 2.5"16"FOR MIN #T RUN FITTINGS 0 2.0 15 POOL PIPE SIZE (IN.) PIPE LENGTH (100% FLOW) 94 FILTER(S) 5 2 PIPE FRICTION PASS PASS GPM 2.0 75 JANDY FLOPRO PLUSHP PLUS VSPHP270DV2A JANDY CS150 150SF JANDY JXI #EL FITTINGS 50 1 0 1 0GATE VALVES #T BRANCH FITTINGS 5 2 217 85 15 7 90 GPM @ 72 TDH N/A 2.5'' MAXIMUM: BRANCH SUCTION: TRUNK SUCTION TO EQUIP: GRAPH 5 21 141 80 POOL 60 SALT SYSTEM HEATER(S) 0 12 1 14 SUM TDH (FT H20 FLOW (GPM) 16 20 LACOUR CONSTRUCTION KING 671 AMBERJACK LN 5 ROYAL PALMS 224 159 ANSI 7 SECTION 4.4.3: POOL SUCTION OUTLET ‐ SOFA SAFTEY SAFE SUCTION OUTLET CONDITIONS 152.0 HEAD LOSS IS BASED ON HAZEN‐WILLIAMS EQUATION, WHERE C=150 HEAD  LOSS PER 100 FT = (0.2083 (100/C)^1.852) * (q^1.852 / (d_h)^ 4.8655) PUMP: FILTER: HEATER: 18 11 3 RETURN FITTINGS 137 40 40 0 50 100 150 200 250 300 0 50 100 150 200TDH(FT)GPM POOL Sum TDH Pool Pump Curve Pool MAX FLOW ‐ For Client Use Only ‐ © 2024 Kimes Engineering and Management Services, Inc. 1925 Worth Ct | Bradenton, Florida 34211 | ph: (941)749‐0311 C.A. 27189 10/30/2024 CLIENT: NAME: ADDRESS: LOT: SUBDIVISION: FAIL OF MAXIMUM FLOW REQUIRES TDH CALCULATION INTERSECT ON PUMP CURVE COMPLIANCE BY TDH CALCULATIONS REQUIRES  VERIFICATION AT FINAL INSPECTION OF PIPE SIZE MAXIMUM POTENTIAL FLOW: LISTED FLOOR FLOW (GPM) SOFA COMPLIES FOR FLOOR? LISTED WALL FLOW (GPM) SOFA COMPLIES FOR WALL? DETAILED TDH ‐ SPA 224 GPM PASS PIPE SIZE (IN.) 2.5 2.0 2.0 PIPE LENGTH (100% FLOW)727215 1 #3 WAY VALVES 111 152 2.5"FOR MIN 16" BEFORE REDUCING OR ENLARGING SUCTION MIN.N/A SUMP REQUIRED FOR SOFA 671 AMBERJACK LN 5 ROYAL PALMS SITE SPECIFIC INFORMATION FOR COMPLIANCE WITH ANSI/APSP‐7: DETAILED TDH CALCULATION & CURVE(S) PUMP PURPOSE:SPA JET SHARED WITH POOL MAXIMUM FLOW FROM PUMP CURVE  152.0 GPM BRANCH PIPE SIZE: N/A CMP CHANNEL DRAIN ANSI 7 SECTION 4.4.5: POSSIBLE SYSTEM FLOW ‐ THIS IS REQUIRED FOR EVERY SUBMERGED SUCTION OUTLET SALT SYSTEM RETURN FITTINGS FILTER(S) PIPE FRICTION #T BRANCH FITTINGS #T RUN FITTINGS #EL FITTINGS DESIGN SUCTION TO PUMP: 2.5" 159 PASS 11 555 222 3195092 GATE VALVES LACOUR CONSTRUCTION ANSI 7 SECTION 4.4.3: SPA SUCTION OUTLET ‐ SOFA SAFTEY SAFE SUCTION OUTLET CONDITIONS SPA SUCTION PRESSURE EQUIP 2.5" ON BOTH OUTER PORTS SOFA LOCATION: SPA FLOOR KING SOFA REQUIRES MIN SIZE BEFORE CHANGE PUMP:JANDY FLOPRO PLUSHP PLUS VSPHP270DV2A FILTER:JANDY CS150 150SF HEATER:JANDY JXI HEAD LOSS IS BASED ON HAZEN‐WILLIAMS EQUATION, WHERE C=150 HEAD  LOSS PER 100 FT = (0.2083 (100/C)^1.852) * (q^1.852 / (d_h)^ 4.8655) 000 0 2 7 10 14 18 147 213 0135 00000 78 0 GRAPH SPA MAXIMUM:95 GPM @ 70 TDH BRANCH SUCTION:N/A 267 REFER TO SUMMARY PAGE IN  DOCUMENT.  REVIEW BEFORE  APPROVING/BUILDING FOR EASE OF  REFERENCE AND UNDERSTANDING 120 15 37 77 128 192SUM TDH (FT H20 HEATER(S) 121418212427 FLOW (GPM) 20406080100 TRUNK SUCTION TO EQUIP:2.5"'' SPAS ARE REQUIRED TO HAVE A MINIMUM OF  ONE RETURN IN ADDITION TO THE SPA JETS 0 50 100 150 200 250 300 0 50 100 150 200TDH(FT)GPM SPA Sum TDH Pool Pump Curve Pool MAX FLOW ‐ For Client Use Only ‐ © 2024 Kimes Engineering and Management Services, Inc. 1925 Worth Ct | Bradenton, Florida 34211 | ph: (941)749‐0311 C.A. 27189 10/30/2024 CLIENT: NAME: ADDRESS: LOT: SUBDIVISION: @ 10 GPM *REVIEW SOFA MANUAL AND CHECK SOFA SHEET FOR SUMP AND PIPE REQUIREMENTS TO BE SAFE NO CHANGE TO ENGINEERING WITHOUT APPROVAL OF THE ENGINEER ‐ ‐ NOTES POOL FLOOR SPA FLOOR 2'' 2'' SUMMARY FOR SITE SPECIFIC INFORMATION FOR COMPLIANCE WITH ANSI/APSP‐ 7 POINTS OF SUCTION 2.5'' 2.5''N/A N/A WATER FEATURE: 6 Therapy Jets SUCTION  TO PUMP RETURN  TRUNK BRANCH  SIZE COMPLIES  W/ 8 FPS 60 DESIRED EFFECT  FLOW PIPE SIZE  SUCTION  (INCHES) PIPE SIZE  RETURN  (INCHES) 2 N/A N/A N/A AUXILIARY FLOW AUXILIARY FLOW 1: 152 PASSSPA JET POOL CIRCULATION PASS PIPE PURPOSE SUCTION  SYSTEM MAX FLOW OF  PUMP OR TDH ‐  GPM SOFA* SPA JETS: N/A 2.5" ‐ ‐ NOTES LACOUR CONSTRUCTION KING 671 AMBERJACK LN 5 ROYAL PALMS 152 ANSI 5 AND 2023 FBC AUXILIARY FLOW DESIGN AND PIPE SIZING: 8 FPS BOTH SUCTION AND PRESSURE YES N/A N/A N/A N/A N/A N/A AUXILIARY FLOW 3: AUXILIARY FLOW 2: N/A N/A N/A N/A N/A ‐ For Client Use Only ‐ © 2024 Kimes Engineering and Management Services, Inc. 1925 Worth Ct | Bradenton, Florida 34211 | ph: (941)749‐0311 C.A. 27189 10/30/2024 4 B.SIZING & SPECIFICATION REFERENCE •6XFWLRQÀWWLQJFRQÀJXUDWLRQVSHFLÀFÁRZUDWLQJV127EHH[FHHGHGDWDQ\WLPHWKHSRROLVRSHQWREDWKHUV •$V\VWHPPXVWLQVWDOODVXFWLRQÀWWLQJRUFRPELQDWLRQRIPXOWLSOHVXFWLRQVVXFKWKDWWKHUHVXOWLQJLQGLYLGXDOVXFWLRQ V\VWHPÁRZUDWLQJLVJUHDWHUWKDQWKHSXPSLQJV\VWHP·VPD[LPXPV\VWHPÁRZUDWH •7RUHGXFHWKHULVNRIGURZQLQJIURPKDLUDQGERG\HQWUDSPHQWLQVWDOOVXFWLRQÀWWLQJVZLWKDPDUNHGÁRZUDWHLQJDOORQV SHUPLQXWHWKDWH[FHHGVWKHÁRZUDWHRI\RXUV\VWHPE\DWOHDVW,QFUHDVLQJVL]HRIWKHSXPSPD\LQFUHDVHÁRZUDWH RIVXFWLRQEH\RQGUDWHGVDIHW\OLPLWVFDXVLQJHQWUDSPHQWRUGHDWK •$Q\PRGLÀFDWLRQWKDWLQFUHDVHVWKHÁRZUDWHRIWKHFLUFXODWLRQV\VWHPVKDOOUHTXLUHUHHYDOXDWLRQRIWKHFRYHUJUDWHDQG VXPSWRHQVXUHWKDWWKHÁRZUDWLQJRIWKH6XFWLRQ2XWOHW)LWWLQJ$VVHPEO\LVQRWH[FHHGHG •7KHÁRZUDWLQJIRUSRROVZLWKVLQJOHRUPXOWLSOHXQEORFNDEOH62)$VVKDOOEHGHWHUPLQHGE\FRPELQLQJWKHÁRZUDWLQJRI DOO62)$VSLSHGWRJHWKHULQRQHERG\RIZDWHU •127,&(1RPRGLÀFDWLRQVKDOOEHPDGHWRD62)$VWUXFWXUHRUÁRZSDWKXQOHVVWKHQHZFRQÀJXUDWLRQKDVEHHQFHUWLÀHG as new SOFA. TABLE 1: IAPMO LISTED MAX FLOW RATES PLUMBING SIZE PORTS WALL FLOW RATE FLOOR FLOW RATE 2.5" OUTER 212 GPM 298 GPM 2.5" CENTER 168 GPM 200 GPM 2" OUTER 192 GPM 242 GPM 2" CENTER 168 GPM 184 GPM FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL TABLE 2: SPECIFICATIONS PIPE SIZE 2.5" SPIGOT / 2" SOCKET '2127DGDSWVXFWLRQÀWWLQJWRDQ\SLSHVL]HVPDOOHUWKDQ$670µSCH 40 PVC. OPEN AREA 38.79in2 DRAIN COVER LIFE <HDUV5HSODFHGUDLQFRYHUDQGVFUHZVHYHU\VHYHQ\HDUV SUMP BODY LIFE 30 Years • Single or multiple drain use• Floor of wall installation•39&6XPS%RG\8VH39&JOXHWRDWWDFKSOXPELQJÀWWLQJV IAPMO Listed VGB Suction: Compliant to ANSI/APSP - 16 2017 & CPSC Requirements All Custom Molded Products main drains are listed and tested in strict accordance to the requirements of ANSI/APSP - 16 2017, the current standard of reference for the Virginia Graeme Baker Act, and compliant to the latest Consumer Product Safety Commission (CPSC) requirements. VGBA TESTED & CERTIFIED ANSI-APSP 16 | CPSC **ANNOTATION BY KIMES ENGINEERING ** INSTALL ONLY WITH 0,1  %()25(&+$1*(,13,3(6,=( ** ** ** J\S H[FHHGVWKHÁRZUDWHRI\RXUV\VWHPE\DWOHDVW 159126 144 126 224150 182 138 f ANSI/APSP - 16 2017, t