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HomeMy WebLinkAboutREVISION PLAN- NEW BARRIER METHOD CSF 9.28.20FILTRATION PUMP/ WATER FEATURE PUMP JANDY PRO SERIES VS RoPro Series Pump VS-FHP2.7 Performance Curve 109 90 80 70 39 35 30 - 5 60 26 50 22 E 40 17 E 30 20 13 0 a Nl L 10 9 Soft W SP E 4 a 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 .AJET PUMP Full Rated (PHPF) and Max -Rated (PHPM� c­1 or ---rr----rrr----I-r, ---------------------------I -'------•-_-----------\---Iw--1 N-------.------------ MMI ------ ---- ---------------I ---------------------------I '---------------------------I ----------------------------1------------- PSI 35 30 28 22 17 13 9 4 Rabe at Flow (GPM) I POOLBOND PB-2008 N.T.S WATER BONDING WIRE PB-2008 TO GRID LOCATION OF WATER BOND BY POOL EQUIPMENT IN ACCORDANCE WITH 680.2 C POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION -RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN 9 INCHES (5800 MM) OF SURFACE AREA TO THE POOL WATER AT ALL TIME. SWIMOUTS WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINE 20" max. I LEGEND 1. 2.5" RETURN TO JETS 2. 3" SPA MAIN DRAIN LINE 3. 2.5" POOL MAIN DRAIN LINE 4. 2" VAC SUCTION LINE 5. 2" SKIMMER SUCTION LINE 6. 2.5" SPA MAIN DRAIN LINE 7. 2.5" POOL RETURN LINE TO FIRST TEE 8. 2.5" SPA RETURN LINE 9. 2.5" WATER FETURE MAIN DRAIN LINE 10. 2.5" RETURN TO FIRST VALVE 2" LINE TO BUBBLER 11. 2" RETURN TO LAMINAR DECK JETS 12. 2" RETURN TO HYRDRO JETS A. JANDY FLO PRO 2.7 HP VARIABLE SPEED W/APPR HAIR & LINT STRAINER B. 1.5" TO WASTE OR TO GROUND C. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE D. JANDY JE3000 ELECTRIC HEAT PUMP E. VALVES (TYP) F. JANDY "AQUA -PURE SALT SYSTEM G. JANDY 2HP JET PUMP WITH APPR. HAIR & LINT STRAINER H. WATER BOND I. JANDY FLO PRO 2.7 HP VARIABLE SPEED W/APPR HAIR & LINT STRAINER CERTIFICATE OF COMPLIANCE The following products have been tested to ANSI/APSP-16 2011 per Section 1404 of the Virginia Graeme Baker Pool and Safety Act (VGB-2008) and safety regulations set forth by the CPSC. These products are manufactured by Custom Molded Products, Inc. in Shanghai, China and certified by Underwriters Laboratories, Inc., at 2929 E. Imperial Highway, Suite 100, Brea, CA 92821 (ph: 714-223-3600) or IAPMO R&T Lab at 5001 E. Philadelphia Street, Ontario, CA 91761 (ph: 909-472-4100). A copy of the test results may be found at www.ul.com or www.pld.iapmo.org. - - - - - I TECHNICAL GUIDE FLOOR WALL PLUMBING PORTS FLOW FLOW RATE RATE 32.72" 38" 32.44' � 2.5" OUTER 308 GPM 212 GPM r 16,,, I 2.5" CENTER 200 GPM 168 GPM 2" OUTER 268 GPM 192 GPM 2' CENTER 184 GPM 176 GPM FLOW RATE VEFZIFI ED MAY 2011 TO SPEC TEST PFZOTOCOL 10.01, 10.01 *LOCATION OF GFI RECEPTACLE MISC. NOTES TO BE DETERMINED IN 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE FIELD PER NEC 680 2X6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HAND HOLD TO BE INSTALLED AT AREA WHERE DECK RAISED +6" ABOVE POOL )RAIN DETAIL ------- APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. ASME/ANSf #8 GROUND WIRE 112.19.8-2007 APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR RESIDENTIAL 6T' EDITION AND THE ANSI/APSP-7 48" MAX WATER 12" MAX. o HANDRAIL BONDING DETAIL WHERE APPLICABLE PER NATIONAL ELECTRICAL CODE e e 2006 FOR SUCTION ENTRAPMENT AVOIDANCE DEPTH • . P0" MIN. 0 • 0 0 STEP DETAIL '.. 1. TREAD IS MIN. OF 10" WIDE. 2. RISER NOT GREATER THAN 12" EXCEPT • ° IF MORE THAN (3) TREADS ARE USED. UNBLOCKABLE CHANNEL DRAIN 0 0 3. ALL STEPS TO BE SOLID 2.5" RETURN ° ° GUNITE 4000 PSI. LINE TO FIRST ° • e TEE . 2.5" SUCTION LINE TO STEP DETAIL 2.5" SUCTION LINE MAX 117 G.P.M. 17 PUMP MAX 117 G.P.M. WATER FEATURE PUMP N.T.S. TO FILTRATION PUMP RETURN LINES FOR SPA 2.5" TO FIRST TEE ANSI-1 5 SPA DETAIL REC. PUMP/ WTR FTR = 2.70 HP JANDY FHPM VARIAE I E SPEED 18" MIN. LOW SPEED - 36 GPM MAX ( ENTIRE PERIMETER HIGH SPEED = 117 GPM @ 50 TDH APPROVED MAIN DRAIN FRAMES AND GRATES 2.5" SUCTION PIPE @ 117 GPM = 7.98 FT/SEC. PAVER DECK OR CONCRETE DECK ° PER V.G.B. ASME/ANSI 112.19.8-2007 ° (8 FT./SEC. MAX. - SUCTION LINES) • APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR 3" BRANCH PIPE @ 117 GPM = 5.74 FT./SEC. W.L. ° RESIDENTIAL 6TH EDITION AND THE ANSI/APSP-7 2006 FOR ° ° (6 FT./SEC. MAX. - PRESSURE LINES) ° SUCTION ENTRAPMENT AVOIDANCE 2.5" PRESSURE PIPE @ 117 GPM = 7.98 FT./SEC. ° (10 FT./SEC. MAX. - PRESSURE LINES) SOIL �- UNBLOCKABLE CHANNEL DRAIN ° 340 SQ. FT. CARTRIDGE FILTER X 0.375 = 127.50 GPM #8 SOLID COPPER�LLE:�\ BACKWASH VALVE NO BOND WIRE W/ APPR. CLAMPS 8 GAUGE SOLID COPPER (ONE ON EACH SIDE WIRE , Y�� o THERAPY PUMP = 2HP JANDY PLUS PHPM OF POOL 4 TOTAL) • o' 8 FPS MAX LOW SPEED = 36 GPM MAX. • o HIGH SPEED = 147 GPM @ 35 GPM MAX. 3" SUCTION PIPE @ 147 GPM = 7.29 FT./SEC. EQUIPOTENTIAL BONDING GRID DETAIL 3" SUCTION LINE TO 2.5" SUCTION LINE TO (8FT./SEC. MAX. - SUCTION LINES) MINIMUM 18" FROM EDGE OF POOL NO I PUMP MAX 181 G.P.M. PUMP MAX 117 G.P.M. 2.5" PRESSURE PIPE ...N.E.C. @ 147 GPM = 799 FT/SEC AROUND ENTIRE POOL . FURTHER THAN 24"BURIED PER NEC2017 SEC68026 PERIMETER BURIED 4" TO 6" DEEP FPS MAX 8 FPS MAX (10 FT./SEC. MAX. -PRESSURE LINESI (WHERE ADOPTED) TO JET PUMP TO FILTRATION PUMP 5" #8 SOLID CU GROUND WIRE TO EXISTING PANEL POOL BARRIER PER FRC 4501.17.1.8 SAFETY BARRIER PER FRC 4501.17.1.8 ASTM5034-95, ASTM D3787-89, ASTM 653-96 POOL BARRIER PER FRC 4501.17- 41.1.17.3 AND ANSI/NSPI-5-1995 OVERHEAD ELECTRICAL SERVICE LOCATED ON SITE PLAN FURTHER THAN 10' FROM WATERS EDGE HEATER SWITCH 3- #6 THHN CU WITHIN 3/4" CONDUIT 2HP JANDY PLUS HP PUMP MOTOR W/ BUILT-IN OVERLOAD SWITCH W/3- #10 60 AMP POOL PANEL THHN CU WITHIN 1/2" MIN. CONDUIT W/(3) - #4 THHN CU WITHIN 1" J� ELECTRICAL CONDUIT �I ( MANUAL MOTOR SWITCH VARIABLE SPEED FLOPRO PUMP MOTOR W/BUILT-IN OVERLOAD SWITCH W/3- #10 THHN CU WITH-IN/2" CONDUIT S.P.S.T. TOGGLE fW. E CLOCK SWITCH P. DISCONNECT (4) POOL LIGHTS VARIABLE SPEED FLOPRO PUMP MOTOR (GFI NOT REQUIRED) W/BUILT-IN OVERLOAD SWITCH W/3- #10 THHN CU WITH -IN 1/2" CONDUIT TIME CLOCK (1) SPA LIGHT W.P. DISCONNECT (GFI NOT REQUIRED) 1. ALL ELECTRICAL TO COMPLY WITH 2O17 NATIONAL ELECTRIC CODE. 2. 3412 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT (S) 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER. 4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B) 5• INSTALL 125V 15 AMP WEATHERPROOF DUPLEX GFCI RECEPTACLE AT LEAST 10' AWAY AND NOT MORE THAN 20' FROM THE INSIDE WALL OF THE POOL 712212020 3426 Srwthem Pines W - G-pla Maps Go gle Maps 3426 Southern Pines Dr 0 cr,�re<nr� v � e pp Qeuxl��A�e, Napnrs 3419'96 THERN QM o>d. PINES DRVIP- ..." ROSE1_AWN ©°aru�a ®:^.. a BLVD BELL AVE SUNRISE BLVD 25TH 9 s STREET v ^,o Goo le"" Mapdata12020 200 rt• MIDWAY ROAD (NO SCALE) ALL PLUMBING SCH. 40 PVC. SUCTION SIDE 2" FILTER RETURN SIDE 2" RETURN LINE SKIMME PUM J HAIR & LINT CATCHER (COMPONENT OF PUMP) EXISTING PROPERTY LINE FENCE TO BE BROUGHT TO POOL BARRIER CODE WITH SELF CLOSING AND SELF LATCHING GATES TO COMPLY WITH BARRIER REVISED SEPTEMBER 24, 2020 REVISION (1) REMOVE POOL ALARM FOR BARRIER AND REPLACE WITH CHILD BARRIER FENCE AROUND POOL PERIMETER 6ft. " 8ft.8 ' 40 ft. 8 ft 8 : 6dt. 4 , REAR SET BACK LINE 2.. (3) LAMINAR JANDY DECK JET WATER FEATURES CONCRETE FLO-C ETE POOL PATIO AREA 00 1.5" ------ 1.5" (� HI 2" I I TILED BENCH EDGE AUTOFILL AND OVERFLOW 5 ft. Ill 6' DEEP 30 ft. 3.5' DEEP -----1- � - R VAC LINE TILED STEP EDGES 3' DEEP COLOR LED COLOR LED TILED SPILLWAY 1, M S 1,p FLUSH SPA ii COLOR LED 2" I� I I .................................. ......... ••••• ••.�.. ;_ H H----------1 UMBRELLA - --1 III JH H SLEEVE �H SAW CUT AND REM E III I l H c_ • THIS T WIDE X BIT L to PORTION OF CONCR TEj STEP 115" 1i5 TO BUILD POOL AND PA , 11 II S H R A FLO-CRETE COLOIR LE EXISTING ---'-- ------ ------------ 15"` .. 11.. CONCRETE N ' 3------------- DECORAIN 00 0 15 ft. 4 in. 6 ft. ft' 8 ft. in. 39 ft. GENERAL NOTES 1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. 2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR POURED IN -PLACE CONCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (@ 28 DAYS) COMPRESSIVE STRENGTH. 3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN. 4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40. 5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL. 6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES. 7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES. PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR. 8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. 9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE 10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE. 11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL CODE- LATEST EDITION. 12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER THAN #8 COPPER. 13. NO OVERHEAD OPEN WIRE OVER POOL WATER. 14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. / S.F. OF FILTER AREA. NO BACK -WASH REQUIRED. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE BY F.P.&L. COMPANY. 16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING. NOTE: POOL PUMP MOTOR LOCATED ABOVE ELECTRICAL DIAGRAM AND GFI GRADE. PROVIDE SEPARATE CIRCUIT FOR OUTLET PER 2017 NEC PUMP MOTOR(S)AND HEATER(S) ETC (NO SCALE) NOTE: INSTALL 125V 15 RAIN TIGHT OUTDOOR ..ELECTRICAL PANEL AMP WEATHERPROOF (SIZED PER LOAD) DUPLEX RECEPTACLE AT TO MAIN SERVICE PANEL IN LEAST 10' AWAY AND APPROVED ONDUIT (SIZED G.F.I OUTLET NOT MORE THAN 20' PER LOAD) TDOOR TIME-CL cK FROM THE INSIDE WALL WIRING TO POOL LIGHT IN OF THE POOL APPROVED CONDUIT PUMP MOTOR UL APPROVED DECK BOX FOR DIRECT CONNECTIO NOTES: TO WET NICHE . (1) POOL PANEL AND SWITCHES MUST BE AT LEAST T FROM THE INSIDE WALL OF THE POOL (2) ALL ELECTRICAL WIRING AND EQUIPMENT I POOL LI HT SWITCH MUST INSTALLED IN ACCORDANCE WITH THE UNDERWATER EITHER INDOOR OR 2017 EDITION OF THE NATIONAL ELECTRICAL LIGHT . OUTDOOR CODE APPROVED WIRING 1" SCH 40 PVC (3) PROVIDE PROPER WORKING CLEARANCE OR BONDING CONDUCTOR SPACES FOR ELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70 COPING 4 1/2' 4" MIN. JANDY NICHELESS LED LIGHT NO NICHE 1" LIGHT UNDERWATER 1.5" PVC CONDUIT LIGHT UNDERWATER LIGHT DETAIL ^ (NO SCALE) CONTINUOUS BOND WIRE POOL FINISH COMMON TO POOL STEEL, RAILS & EQUIPMENT R 5 ft. VERIFY EXACT LOCATION IN FIELD WITH SUPERVISOR EQ. LAYOUT NO SCALE FOOTER DETAIL (2) #3 REBAR 8" 8„ *REBAR SHALL BE COVERED BY CONCRETE MIN 3-INCHES* BULLNOSE BRICK 1/4" PELOPE NOTE: REMOVE GRATE & COPING WELL POINT PLUG FROM MAIN DRAIN & ATTACH AUX. PUMP •', ,• .'. LINE WHEN EMPTYING POOL •:..; , • •• • ,'.' 6"X6" TILE 3000 FIBER MESH INTERIOR CONCRETE FLO-CRETE POOL PATIO AREA GRATE SHALL FINISH BE SECURED IN 4 1/2" TYP. TYPICAL WALL PLACE SO WALL SECTION & THAT TOOLS WELL POINT ; ARE REQUIRED :� (NO SCALE) FOR REMOVAL STEEL-TEX FORM 6" TYP. R KRAFT WALL FLOOR #3 @ 12" O.C.B.W. NOTE: FOR DEPTHS THREADE REATER THAN 6' ADD 1- PLUG _ #3 COVE BAR @ 6" O.C. GRAVEL BED TO PUMP 10 rn N EXISTING A/C PAD 30" MIN. CLEARANCE IN FRONT OFSUBPANEL 1 3.5' 1 • APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR RESIDENTIAL 6TH EDITION AND THE ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE SPECIFICATIONS MAX. WIDTH 14' MAX. LENGTH 30' MIN. DEPTH 3.5' MAX. DEPTH 6' SHAPE CUST ELEVATION T.B.D FILL FROM EXCAVATION HAUL TILE INTERIOR FINISH GEM FILTER CS200 PUMP MAKE PER FRC 4101.20 JANDY P.H.P.M PUMP HP: POOL 2.7 HP SPA 2.0 HP TIMER INCL 2.7 HP 117 G.P.M. 2.0 H.P. 147 G.P.M. LIGHTS POOL 4 COLOR LED SPA 1 COLOR LED TRNFORM: POOL 1 100 WATT SPA 1 100 WATT MAIN DRAIN: POOL 1 SPA NA SKIMMER 1 RETURNS: POOL 3 SPA 2 JETS: POOL 2 SPA 10 VALVED VAC LINE INCL FILL LINE INCL DISCHARGE LINE TO GROUND CHLORINATOR PLC 1400 PURE LINK PANEL HANDRAIL NA JANDY RS8 DIVING BOARD NA SLIDE NA HEATER JANDY JE 3000 ELECTRIC HEAT PUMP VACUUM HEAD INCL POLE INCL VACUUM HOSE INCL BRUSH INCL LEAF SKIMMER INCL TEST KIT INCL TREE / STUMP REMOVAL NA REMOVE EXISITING CONCRETE NA PUMP POOL PATIO INC SCREEN ENCLOSURE NA ELECTRICAL INC POOL PATIO CONCRETE FLO-CRETE EXISTING PATIO FLO-CRETE DECK DRAIN INC GALLON CAPACITY -POOL 14,523 GAL. GALLON CAPACITY -SPA 900 GAL. TURN -OVER RATE 6 hrs TERMITE TREAT INC BARRIER INC MAX. WATER VELOCITY - 10 ft./s SKIMMER MIN. FLOW 25 GPM SURFACE AREA OF POOL - 479 SQ. FT. 103 LN. FT. A. ALLEN ENGINEERING LLC, CA NO. 33042, 2367 7TH STREET, LA VERNE, CA, 91750 TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND SPECIFICATIONS COMPLY MINIMUM BUILDING CODES. Aaron H Allen Aaron H. Allen, State of Florida, Professional Engineer, License No. 86620 This item has been digitally signed and sealed by 2020.09.2 Aaron H. Allen, P.E. on the date indicated here. Printed copies of this document are not considered Signed and sealed and signature must be verified on any Electronic copies 4 08:07:33 -07'00' A -,on H. Allen PE, FL Reg. No. 86620 FL JOB NAME: HOYT ADDRESS: 3426 SOUTHERN PINES DR PERMIT NO.: DATE DRAWN: JULY 22, 2020 DRAWN BY: TRAVIS LEONARD DESIGNER APPROVAL: CUSTOMER APPROVAL: SCALE: 1/4" = 1' REVISED: SEPTEMBER 24, 2020 MC:::l M CONCRETE POOLS, INC. N,T.: 1 ROW OF WATERLINE TILE WATERLINE #3 STEEL @ 12" O/C E.W. FLOOR SLOPES'" FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3 THE SLOPE OF THE FLOOR FROM 27' THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1 FOOT IN 7 FOOT TYPICAL SECTION THRU POOL (NO SCALE) - 41/2" THII IF LIGH t'6THICK WALLS SHALL NOT SLOPE 30' CYCOLAC MAIN DRA 91 GREATE THAN 11