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2349 W OCEANFOREST POOL --N_10°05'36"E 106.76' --'- 2 0 FZEgR SETBACK I I t ! I l l - { f I 'C cp ! I ! I 1 I11 n a I l 1 I I I L� 111 MLLI - I II 1 �.:.. ! I rn ! Q I? ' 1 1 1 L 1 r it .. .wi ; �;wig ..•' 1 - _ - .. .: _ - ` f a i Lu f13 a:I o : ca C I CJ] r, k k r Cx7 E f) (Lrrt 1• r 3 0, � - I I I ! s I ! I f f E 7 Caar� •� tsFQ6' '.,, tL 1 � -• _ I`+` _- 1 j ,i. t `JC%C-i Cf i-r' i 1�5�-'L-r,s.(� "1{•� i,:�.�1.'_�u a!-� .. ` - - {.-'v-'��a�r��v 1�t✓.1 M i•ri V1-'( }-+,=.Nf 1 AS�s ��.2�Jt•-�� 1"1�C7'�d3R�- I I ( I I t I 6, 35'-0" FRONT SETBACK 1 I 18"CONCRETE , I STRIP DRIVEWAY 18"CONCRETE ` STRIP DRIVEWAY - 12'•- 0" LOT COVERAGE CALCULATIONS I I . i PROPOSED RESIDENCE 5' fes"_ '..^'• •r.. .. - ' - 1 OV rr-�� D 3 LOT 0 _ . _ 18 609�5 nnll�� / 12, .y... ...----- -•--^ ' --- •-_.1 ` ,..._ -.,,,a ._... 91. .. EXISTING HOUSE x-1,392 SF 7% PROPOSED ADDITION.. 1,722 SF .. 96/0 CONCRETE DRIVE 2,044 SF 11% I PAVER PATIO 1,322 SF 7% POOL. 450 SF 2% GREEN SPACE 11,681 SF 1 / �_ _ ARCHITECTURAL � �iTE PLAN SITE PLAN A R _..—_._ N " PERVIOUS 12,792 SF 69% A101 3/32" A101 I. / {�. 1'_�°1y IMPERVIOUS 5,817 SF 31% ill :Iffig 15 1 - q -T" -m � :REVISIONS _ 'EH i if N rn -AR F" DRAWING.PHASE ISSUE DATE o RESIDENCE H � "J-� � _ ❑PRELIMINARY - _ U : a��t I.A�•°° FIBID - PERMIT 25FE815 � ; e u 2349 W. OCEANFOR� ST DR.1 3 5 0 0 S U T - 0 f-4 P A K K D tt. S o u 'i.' H ����� � ua • srar� � ATLANTIC BEACH 0 (ICONSTRIJCTION - ri°. OF eky 5UL L' I: 301 , Jt�CKS) O VVLL LE , FL 3-2224: � , r � � ` FLORIDA0 P. F. 904 . 223 , 7054 � � :� � y vv ryv '37 r R Er r� o Ivt � � ,N ARD `k 54L � a01 �s � �� RyCH-ITEC TUKE 14.0125 IASME a 32" Chan' nel ®rains A1"0985 Y GB— 00 / Compliant 2009 ' For5in91e orM ged1ple Urain Use CMP 25506®32X Submerged Flooror rs, CUSTOM MOLDED PRODUCTS Floor or Wall 35506-32X 'X'ris any digit 0-9 to denote color Re id and keep these instructions for future reference. Always plumb and install all suction fittings according to all building codes that ap ly in your area. WARNING:When using two or more suction fittings on a common suction line,suctions must be separated by a minimum of 3 ft or they ML st be located on two different planes(i.e.,one on floor and one on the wall). WARNING:DO NOT locate suction outlets on seating areas or on backrests for such seating areas. The maximum flow rating for this suction fitting with the center port plugged and outer ports open is 308 GPM(Floor)and 212 GPM (W311)when using 2.5"plumbing and 268 GPM(Floor)and 192 GPM(Wall)when using 2"plumbing. The maximum flow rating for thi i suction fitting with the outer ports plugged and the center port open is 200 GPM(Floor)and 168 GPM(Wall)when using 2.5" plumbing and 184 GPM(Floor)and 176 GPM(Wall)when using 2"plumbing. This suction fitting is designed for installation on side wall or f loor of hot tubs or pools. DO NOT adapt suction fitting to any pipe size smaller than ASTM 2"SCH 40 PVC. Suction fitting and fasteners should be observed for damage or tampering before each use. Missing,broken,or cracked suction fittings shall be replaced before use. Loose suction fittings shall be reattached or replaced before use. Mount suction fittings on the walls,in the foot wells of hot tubs or pools. Do not mount directly under seats. Follow all winterizing instructions and recommendations of your pool and spa professional. Open area of the suction cover is 38.79 int. To is Needed: Head Loss Phi lips Head Screwdriver (Pax 103) 40 INSTALLATION INSTRUCTIONS 1. Install sump provided or construct sump per ASME Al 12.19.8-2007 Figure 2(see below) 20 2. If mounting frame is provided,secure it in concrete or plaster. 3. Use mounting screws to secure cover to frame or sump. 0 80 160 240 320 Flow(GPM) Dmin. ( ',Dmin. -- 1.5 D min. ` t.SDmin. Results may vary-this data is provided for reference only. D Dmin. A •D mm B- p Dmin. Replacement Parts 25506-32X-000 25506-32X-100 1 D mm. in. D min Cover 25506-32X-020 Cover 25506-32X-020 "Replace all parts within t5 D min- 1.5 Dm in. 7 installed years or D m GENERA-NO TES: Sump 25506-320-010 Frame 25506-320-110 immediately upon I o Plug 25520-050-020 Screw 61008-042-022 evidence of degradation Screw 61008-042-022 or damage. t r--- c o Optional Debris Guard Optional Frame Support (a) p Inside diacoele,of pipe. 255.06-320-030 25520-050-120 (b)All Imensions shown are minimums. id A broken 6ne L_,indicates suggested sump configuration. NOTE:In the event that one suction outlet is completely blocked,the remaining suction outlet(s)serving that system MUST have a flow rating capable of the full flow of the pump(s)for the specific suction system. NOTE:Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death. i CAUTION:Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting. Entrapment against the suction fittings can result in drowning or other severe injury. Never sit on or lean up against suction fittings.Never exceed the maximum allowable flow rate stated on the suction fitting. The suction fitting and fasteners should be inspected for damage or tampering before each use of the facility. Missing,broken,or cracked suction fittings shall be replaced before using this facility. Loose suction fittings shall be reattached or replaced before use of this facility. i r1rloZv WARNING:To reduce the risk of drowning from hair and body entrapment,install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of your system by at least 25%. Always use multiple suction outlets. If the fitting/cover breaks,is da aged,or is missing,shut the system down immediately. Do not use the system until damaged parts have been replaced. WARNING:Keep hair and clothing a minimum of 12 inches from all suction fittings and drains at all times.Persons with long hair should sec' re hair to a minimal length or wear swimming cap. Children should never be left unattended at any time in a swimming pool,spa, or bathtub. Be sure the temperature of the water never exceeds the manufacturer's recommendations. STOM MOLDED PRODUCTS, INC . * 140 CELTIC BLVD . 0 TYRONE, GA 30290 M-MITTM tE- IntelfiFlo Its F o 305 o gh � e PentarPaolPrnducW HPerformance Pump dE* � Ability fit program exact pump speeds for specific ,>` �" �� z � � �� o erations-filtering,heating,cleaning,spa jets,water features and more—slashes energy costs up to 90% • SVRS model complies with Virginia Graeme Baker • Safety Act. rz • Built-in diagnostics protect the IntelliFlo pump from 'the most common causes of premature failure— # ,>' overheating,freezing,and voltage irregularities (SVRS model includes priming protection as well) select � No SVRS calibrations needed. Built-in SVRS cannot be IntelliFlo vs 3050 High Performance Pump -C-1turned off'>perr it Water Patents Pending �' Safety lock-out feature(password protected)on SVRS model prevents pump speed settings from being ed personnel Intelli Flo Variable Speed pumps combine variable drive technosedy, • chbai'gedo set minimum and maximum mum speeds on SVRS onboard digital intelligence,and permanent magnet motors (u Abilityithin only j in hybrid cars) to reduce pump-related energy costs by up to 90°r/no• se°to help so assureosafe operation and long lifee ranges The new IntelliFlo VS+SVRS model is the first swimming p PUMP to feature a built-in Safety Vacuum Release System that detects Compatible with with IntellolQ ystem asyTouch°,and P drain blockage and automatically shuts the pump off, . NSF Certified,UL and ETL Listed as anASMEAI 12. 19.17.2002 Device ordering informatiOifprimary Listings fort Size Oartorl Voltage !uil load kms/ HP SF SF�P and Certifications s (NPT) (Lbs) Product Model Amps D z- 47 16 3.2 3 1.32 3.95 UL',NSF,Z CSA' 2' X 2" m 011013 IntelliFlo VS-3050 230 33 2.,X 2� 011017 IntelliFlo VS+SVRS 230 16 3.2 3 1.32 3.95 UL,NSFz,CSA,ASME^ 47 8 520641 IntelliCom 4-Rated 15- 240VAC 15-IOOVDC With 4 Inputs 1 521 109 InfelliCom 2-"Rated 9-24V DC WITH 4 Inputs 2 d IntellifloVS SVRS Communication Cable-50'-Included with IntellifloVS 3050 an + I 350122 3502502 SVRS KIT-Allaws use of discharge checks with SVRS pump I'UL'indicates that pump bears a UL mark signifying evaluation to U.S.Standards UL1081 for Permanently Connected Swimming Pool and Spa Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For Swimming Pools Only(Enclosure 3). a NSF mark signifying evaluation to NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming I `NSF'indicates that pump bears Pools Only. 3`CSA'indicates that pump bears a CSA mark signifying evaluation to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For Swimming Pools Only(Enclosure 3). 02 Manufactured Safety "ASME'indicates that pump bears a specific mark signifyingevaluation to ASME/AN51 Standard A.I 12.19.17.20 Vacuum Relief System(SVRS). e and local regulatory standards. Listing status may change.A I Product may have been evaluated to other statlways confirm status with appropriate agency if in doubt. a NOTE: Pump must be used with current collectors when installed on spas or hot tubs in Canada. - i 5�y J H ^M } 0 rm W !;'P ! �* 1 CC 75 7539 15 5' 75 28 36,000 45,000 54,000 � ts "sxC: rr vt�€ ..,:Q � ate.. a as .f ,.s � S.�R ,�r"v3e .•` 2 S _@.c�`.x s.0 . �4a as .Q400p7 oao h CC 150 150 76" 15.5" 150 56 72,000 90,000 108,000 r .a ,�z� C`�Q seOOg. k a 'Pn:�� 'k : s ,,. so t oo k * Requh ed clearance to remove filter elements **Maximum flow rate CAR FREE BY DESIGN Like 11.Pentair°cartridge filters, the Clean & Clear filter features • 11/2"drain and washout for quick and convenient maintenance an ea ily-cleaned cartridge for the ultimate in carefree pool filtration. and winterization. The f erglass-reinforced tank halves are secured with a clamp • Lock-ring requires only half of a revolution for a leak-proof seal. ring—ust loosen the ring and remove the top half for easy cartridge • 2" plumbing for maximum flow. acces and rinsing. Filter maintenance doesn't get any easier. • Single piece base and body designed for maximum durability. • One-year limited warranty.See warranty for details. AVAI ABLE FROM: ►� P NTAI R 1620 H WKINS AVE,SANFORD,NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM At(Pentair trademarks and logos are owned by Pentair,Inc.Clean&Clear'and High-Flow"are trademarks and/or registered trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the Unit d States and/or other countries.Because we are continuously improving our products and services,Pentair reserves the right to change specifications without prior notice.Pentair is an equal opportunit employer. pump • filters • heaters • heat pumps • automation • lighting • cleaners • sanitizers •water features • maintenance products 1/13 Part I P1-121©2013 Pentair Aquatic systems.All rights reserved. N5 F Listed 1 POOL SHAPE 2 SIZE 3 DEPTHS �-�� — S'e' 4. CAPACITY 5 STEPS �� BENCH ES Obi 6 SWIMOUT ( r 1 7 SUNSHELF 8 HANDRAIL S 9 GRABRAIL S t / r 10 LIGHTS `amu- - ! 11 TILE ^X'S 12 CONCRETE DECKING SQ.F'. 13 PAVER DECKING �_r"��'�`"�� $Q FT. �^^ �, � �'` ��<4 14 PUMP �`treir \%Ap,cat " Spry H,P. -�A � LiAI ----------------- 1.5 FILTER 15 CHLORINATOR r� 17 SKIMMER(S)t 18 MAIN DRAINS 19 RETURN INLETS ? 20 FLOOR SYSTEM 21 AUTOMATIC CLEANERrs+ A ' ' 22 RAISED DECKj #e ld 23 WATER FEATURES 24 WC t VIAS �E2 GCopEj7c�o2S +i �s�nov 1� Fyo UNBRELLA SLEEVES 14 25 HEATER } .�.... -- 26 GAS HOOK-UP A t A�-rt C-9 27 DECPC- 12 O DRAIN PsS A cf >G 28 CLEANING:EQUIPMENT if t? 29 LEAF SKIMMER WALL BRUSH j C) { TEST KIT HOSE i POLE START-UP CHEMICALS i VACUUM 1 �i ��r4u 5 30 SPA INFORMATION. CONCRETE Gr SIZE DEPTH �� �._ �'{ JETS BOOSTER PUMP � ��aft` � 5����`� C_ HEATER COVER LIGHT SPILLOVER OTHER-, 31 ADDITIONAL SPECIFICATIONS: J r SR=t 2�C 111 ACCESS LETTER OF PERMISSION,' }�Lyi A LL '91 �� e s`� �� t Ft xT� ,� �r n� � �� ��(p �,�a of t C ry ep'9 ELEVATIONS V 01/-_( �a t TREE REMOVAL ,ri DIRT REMOVAL q CEMENT REMOVAL ELECTRICAL HOOK-UP Scale 1/8"=1' POOL SPECIFICATIONS A SWIMMING POOL FOR THE BAffS COMPANY -7'j Me0 1 s.�-,�I;L S �: Ir General&Swimming Pool Contractors the 1602 N.3rd Street•Jacksonville Beach,FL 322J037046 DESIGNED BY G � e'}c t'�zs h " 904 246-2455 DATEr ,NOME ,7-0 '� te{, r� ® FAX(904)249-0457 OFFICE CGC055163 CP f, Z ,p. "GENERAL NOTES 1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE'CONTRACTOR' POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 20 0 AND FLORIDA BUILDING CODE LADDER RESIDENTIAL 2010 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIO L STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. SEE STRUCTURAL NOTE 5 4TE CROSS 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MINIMUM REINFORCEMENT#3 TYPICAL POOL S TO 8'DEEP BRACE 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR BARS SPACED 12"O.C.E.W. RECOMMENDED REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL TYPICAL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION T POOL AND ITS EQUIPMENT AND SHOTCRETE STEPS OR ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS NO ORDINANCES. BENCHES AS NEEDED6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND C NSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA.7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC REAK WILL BE PROVIDED. IF ESCUTCHEON PWATER AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE RE UIRED ON THE POTABLE - _ I LEVEL WATER LINE USED TO SUPPLY THE POOL. ^���^' ANCHOR S 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THES DRAWINGS ALSO RELATE TO RADIUS 5-1/2"- SPA -1/7, SPA CONSTRUCTION. EXTRA TRANSVERSE \ UNDISTURBED 9, ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED REINFORCEMENT•#3 10'LENGTH N SOIL(NO VOIDS) LADDER TREADS OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SPACED ON 12"CENTERS SHALL BE SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST BETWEEN MAIN BARS, 14 -18 SLIP-RESISTANT COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. CENTERED ON TRANSITION(MAY RUBBER BUMPER POOL WALL 10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE BE ELIMINATED IF NO 143 DIAGONAL,E,W.AT DRAIN OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFTPRESSURE. CONTRACTOR TRANSITION EXISTS) SIMILAR TO LIGHT NICHE DETAIL �- SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMP NG SYSTEM IN AREAS WHERE 5-1/2" GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT F OOL OUT OF THE GROUND.. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFET COMPONENTS SHALL BE IN LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL PLACE PRIOR TO FILLING OF THE POOL. NTS N.T.S. N.T.S. 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 13, A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN A EAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. FLOOR REINF.AS PER STRUCTURAL NOTESADJUSTABLE FLOOR INLET. STANDARD PLAN 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCI G SHALL BE#3 BARS AT 12"ON AFTER FULL CLOSE,BACK OPEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW _ CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEE DEPTH. BETWEEN 6'AND 10', FINISHED POOL 1/2 TURN,(FLOOR INLETS SHALL THROUGH PVC PIPE WITHOUT EXCEEDING THE USE#3 BARS AT 8"ON CENTER VERTICALLY IN THE AREA OVER 8'IN DEPTH. ALTERNATE: #4 BARS AT 16" FLOOR BE FLUSH WITH POOL FLOOR.) MAXIMUMMSSTTANDARDS FOR VELOCITY(FT/SEC) ON CENTER EACH WAY WITH 20"LAP JOINT IN WALLS AND FLOORS UP TO 6 F ET IN DEPTH;BETWEEN 6' PIPE SIZE 6 FT/S 8 FT/S 10 FT/S TO PUMP AND 10',USE#4 BARS AT 8"ON CENTER VERTICALLY IN THE AREA OVER 8'INDEPTH). NOTE APPLIES TO NORMAL,NON-EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TOPOSSESS EQUIVALENT FLUID 1" 16 GPM 21 GPM 28 GPM L PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF, IF CONCRETE IS CAST GAINST BARE EARTH _ - WITHOUT SEPARATION BARRIER,MINIMUM COVER SHALL BE 3";WITH A BARF IER(STEELTEX)BETWEEN -i I_I I 1Y" 37 GPM 50 GPM 62 GPM 2-#3 BARS BENT CONCRETE AND EARTH,MINIMUM COVER SHALL BE 2". I SUPPLY HEADER 2" 62 GPM 82 GPM 103 GPM AS SHOWN EACH WAY AND LAPPED 2. REINFORCING STEEL SCHEDULE IN NOTE#1 ABOVE APPLIES TO POOL WALL W/55-1/2"THICKNESS AND 1 1/7'DIA. II - FLOORS WITH 5-1/2"THICKNESS. STEEL SCHEDULE MUST BE REVISED FOR ALLS OR FLOORS THICKER 2Y2" 88 GPM 117 GPM 146 GPM HYDROSTATIC RELIEF 18"WITH FLOOR THAN 5.1/2". FLOORS AND WALLS SHALL BE CONSTRUCTED OF PNEUMATIC LY APPLIED CONCRETE WITH PIPE BOTTOM 12" REINFORCEMENT. A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 PAYS. CONCRETE DECK SH L BE 2,500 PSI. CONCRETE NOTE: 3" 138 GPM 181 GPM 227 GPM - MIN.3" CONCRETE ENCASEMENT OCCURS PERFORATED.(SEE tp CLEARANCE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THI KNESS MUST BE INCREASED ONLY AT THE RETURN FITTING. 4" 234 GPM 313 GPM 392 GPM GENERAL NOTE 13) _ I FROM EARTH FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO"NORMAL"SOILS ONLY. - 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A B" 534 GPM 712 GPM 900 GPM 3/4"-1-1/2" STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENC UNTERED IN EXCAVATION POOL FLOOR INLET DETAIL PUMP SIZE WILL VARY DEPENDING ON THE PUMP DRAIN ROCK - SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED IMTH ACCEPTABLE MATERIAL N.T.S. SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE r AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BER MOVED,THE POOL MUST BE SPECIFIC POOL NEEDS. _ 771 REDESIGNED. .IIITrIII 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF FOR FREESTANDING WALL. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE 24"SQ DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISI ING STRUCTURES. OR O CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISIT G STRUCTURES HAVE THE MAIN DRAIN DETAIL POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. 6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCOR ING TO UBC SECTION 1922 AND N.T.S. ACI 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS T FIVE TO ONE. .;:• :•••' 7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING,OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEA RAIN. WATER LEVEL(CENTER B. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW LINE OF SKIMMER) HYDRATION AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFO CEMENT STEEL. PLAN EXPIRES ONE YEAR FROM THE 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,I HE FLOOR SHALL BE POURED PLUGGED SIGNATURE DATE OR THE EFFECTIVE RESIDENTIAL SWIMMING POOL PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLI CODE CHANGE 1fHICHEVER 19 SODATE ONERONER ATION SHOULD COMMENCE IN EQUALIZER PORT DATE OF A MAJOR FLORIDA HU CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING W L CONSTRUCTION, 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOM OF THE POOL EXCAVATION TO PUMP SUCTION GENERAL NOTES AND MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOI CRETE. VACUUM FITTING-SEE A 'R 11, REINFORCEMENT STEEL SHALL MEET ASTM A615-40, LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. NOTE 3 BELOW e°°°`i DETAILS UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS A GUIDELINE. 4 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION.NOT SIDE-BY-SIDE NOTES: PERPENDICULAR TO SPRAY. 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN sa9gob��29I e : 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSI E SHOTCRETE FACE TO REBAR ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. � 1 aaSONVILLE,FL 32224 THE BATTS COMPANY SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". 2. EQUALIZER PORT SHALL BE PLUGGED. a' 908-223.9 FAX: 866-83 •9238 V �o. • � =_ CPC037046 - CGC055163 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE 0 CURVATURE OF THE WALL,1 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" m 5 1602 NORTH 3rd STREET -#4 BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MI IMUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNE OF THE BOND BEAM SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. r - JACKSONVILLE BEACH, FL 32250 PROVIDED A MINIMUM OF 1.5"CLEARANCE IS MAINTAINED BETWEEN THE FIRES AND ANY PARALLEL • +• REINFORCEMENT. p (904) 246-2455 (904) 249-0457 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCO NTERED. e,° ~• •.• b�•• •� �'� RRw 17, IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL OR SOIL,THE RAISED PORTION SKIMMER AND VACUUM FITTING DETAIL �•• \� DWG. SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. nLwiCL NOT TO SCALE SHEET 1 OF 5 APPROVEDBY: •1EL UF 4°lg�jOF $p©6t t is l�/3l11!lIIASSI9A• g f z 3"MIN.(TYP.), EXPANSION JOINT DECK SLAB VINYL DECK SLAB 6" Z 1/2"WHITE VINYL JOINT WATER LINE ILE, STRIP(NIA FOR PAVER GLAZED,MIN 4" DECKS) TILE $o � r to CONCRETE DECK(OPTIONAL) - t SEE STRUCTURAL NOTE 16 WITH SLIP RESISTANT TOPPING § I ALTERNATE LOCATION OF ON COMPACTED GROUND WITH BOND BEAM REIN.3-#3 I BOND BEAM BAR(TYP) I �+ ALL ORGANIC MATERIAL b BARS(TYP.FOR ALl REMOVED,4"THK.WITH FIBER / BOND BEAMS) MESH,8"WITH#3 REBAR p TYPICAL WALL RE rURN,OR I VACUUM FITTING,NTH z°z 3 EA#3 REBAR CONTINUOUS 18" I WATER STOP FLAJ JOE0:)LAP SPLICES AS NECESSARY 3" i "0 CANTILEVER DECK DETAIL COPING DETAIL LIGHT FIXTURE& MIN. i N.T.S. N.T.S. 3„ NICHE io MIN, R=6"WHEN H-3-0" l .� RADIUS INCREAS S B"FOR EACH 1'OF DEPTH<64" 2-#3 EACH WAY R=2'-0"WHEN H 5--g- RADIUS INCREASES 1'FOR EACH 1'OF DEPTH>5'-0" 5-1/2 STD.REINF.: QUARTZA GREGATEPLASTERFINISH � #3 REBAR 0 12"O.C.B.W.MIN. 1f SHO CRETE WALL COVER 3"(EARTH SIDE),2" 5-1/2' SHELL � EXPANSION JOINT DECK SLAB (POOL SIDE). REFER TO THIC NESS STRUCTURAL NOTE#1 FOR ^ J LIGHT NICHE DETAIL ALTERNATE SCHEDULE. — BEND DOWN N.T.S. 2•#3 -' BOND BEAM BARS qD TYPICAL POOL WALL SECTION #3 BAR BEND SCALE:N.T.S. AS SHOWN _ _ F-0-1 343 SKIMMER DETAIL MINIMAL BOND BEAM N.SPA WALL SCHEDULE N.T.S. NOTE: MAYBE USED WITH SAND,GRAVEL,OR ROCK DEPTH OF CONCRETE SOIL CONDITIONS ONLY. WATER FT THICKNESS INCHES 10"MIN. WATER ALTERNATE 3.0 5.1/2" 8 MAX' TROUGH 12 PLUMBING 3.5 5-1/2" LOCATION SEE SPA WALL CH. T AT GRADE 4.0 8 SEE STRUCTURAL -AT GRADE 8, NOTE 15 I I� 4.5 10 2-#3 BARS T o (OR 1-#4 BAR) — Z 5.0 10 yll WATER OR ELEVATED HORIZ.REtN.#3 BARS 6" TROUGHO.C.FOR FREE STANDINGVERTICAL REINFORCEMENT#3-12 =WALLSINCH CENTERS AT 5-1/2"WALL THK. AL REINF. OR CONSULT ENGINEER FOR VERT.REINF.SEE SPA I C.E.W. REINFORCEMENT AT GREATER THK. WALL SCH.NOTE:GREATER WALL THICKNESS PLAN KXPIRES ONE YEAR PROM THE (T)OR DOUBLE CURTAIN DATE OSIGNA�MAJOR DATE R THE�IIH�ING REINFORCEMENT MAY BE USED IF _ _C_ _ CODE CHANGE MAJOR FEYER L3 SOONER RESIDENTIAL SWIMMING POOL REQUIRED FOR AESTHETICS OR SHEER DESCENT DETAIL PLUMBING N.T.S. FLOOR REINF.CONT.FROM SPA TO POOL �� STRUCTURAL L DETAILS F ca MIN.15"LAP EITHER DIRECTION °°°°C tp-fl Tek% 7✓�os SPA DETAIL v7. -N �� r:LE,FL 32 4q,ais N.T.S. 9BAITS COMPANY OSOViC224 ` _ � THE 704-223-9773 FAX: 866832-9%3Q/ No = CPC037046 - CGC055163 1602 NORTH 3rd STREET F ` JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 • •o o_\�`� °' DWG.BY: RRW NOT TO SCALE SHEET 2 OF 5 APPROVED BY: SEL ''' ��PR,O• , NA E,SAo°°° ��tryl�IleF�elE?P3pt"`t g TO"MIN.(EDGE OF OUTLET) TO"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP -N= Hiiii ii -NL-= MM7 OUTLETS IN PARALLEL TO ONE PUMP OUTLETS INPARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS PUMPS IN PARALLEL NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE OCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQ AL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 30"SEPARATION REQUIREMENT,I.E.ONE(1)ON THE BOTTOM AND ONE(1)ON THE VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS. ANY SHAPE DUAL SUCTION OUTLET ARRANGEMENTS TO"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA). 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2"90°BEND(TYP. VELOCITY=e FT/5 2"TEE OF 2) SCH 40 SCH 80 12"AIR GAP(MIN.)SEE SUCTION PIPE MAX FLOW MAX FLOW OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL NOTE8� DIAMETER (GPM) (GPM) SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING 2" e3 55 21/2" 90 79 3" 138 124 NOTES: MAXIMUM UNDERWATER 4" 238 215 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. LENGTH OF VENT PIPING:30 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALLBE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. FEET FROM TEE ON 8" 540 488 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHAL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. SUCTION PIPING TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS OLLOWS:"POOL THREE-OR-MC RE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET SAFETY DEVICE FDONOT HANDLE" TO SUCTION PIPING 2"VENT PIPING NOTES: DEBRIS OUTLET MOUNTED 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A112.19.8-LATEST,'SUCTION FITTINGS FOR USE IN IN POOL FLOOR VENT LINE DETAIL SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7,LA EST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A)St RFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW;B)I)UAL SUCTION OUTLET PLAN EXPIRES ONE YEAR FROM THE SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKA9LE SUCTION OUTLET SIGNATURE DATE OR THE EFFECTIVE RESIDENTIAL SWIMMING POOL SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONF RMING TO ASME/ANSI SEE NOTE 1 BELOW DATE OF A MAJOR FLORIDA HUHAING A112.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH SI/ASME A112.19.8-LATEST CODE CHANGE WMCHEVER IS SOONER AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES;1)OR SUCTION OUTLET N 0 TE S OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AN D IS APPROVED BY THE AUTHORITY HAVING JURISDICTION, CIRCULATION LINE TO LEAF 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED TO CANISTER/RECIRCULATION °i AND DETAILS ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR I BLOCKED. ALL OTHER PUMPSUCTION PIPING PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SECOND. MINIMUM PIPE LENGTH 18" `��`�CCwi,,�� gofVtiftHerf1K• °r 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN,OR LOOSE. NOTE: `�` JAGRSONVfLLE,FL 32 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY •' THE BATTS COMPANY 1THE PUMP. . ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) ®4 223.9773 FAX: 866- 2-91e0 6. SUCTTHROION OUTLEUGH A T PORTMON IMUSTNE OBE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18"FROM THE = $ NO : a CPC037046 — CGC055163 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE 'UCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S);B)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVE GRATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. 1602 NORTH 3rd STREET SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TOCONTROL FLOWTHROUGH v 'o •• e JACKSONVILLE BEACH, FL 32250 THE OPEN AREA OF THE COVER/GRATE. O W (904) 246-2455 (904) 249-0457 OUTLET SUMPS IN SERIES •.,O (, '°� °• ®e °••c�� ��'e DWG.BY: RRW .�rf��°r°//�� •• �`�\ ���e° NOT TO SCALE SHEET 3 OF 5 APPROVED BY: SEL # #3 BAR CONTINUOUS 3 BAR CONTINUOUS 1#3 BAR PAVER BRICK SWALE FOR 1#3 BAR 1#3 BAR VERTICALLY @ DRAINAGE 8„ 36"ON CENTEVERTICALLY R 4"CONCRETE DECK VERTICALLY Q PAVER BRICK 8" 36"ON CENTER 36"ON CENTER `a � • N • > •• ..day • • � ® N .. .d • a '.i .. it COMPACTED `�p COMPACTED d. 4'oR ¢ COMPACTED FLATTER MATERIAL 4'OR MATERIAL MATERIAL .,• .„'. ® •.d:, y.•; FLATTER .N- •. !••' d..• "•. 1#5 REBAR '`� FINISHED •; 1#5 REBAR; ""q', 1#5 REBAR GRADE NOTE: , v• CONTINUOUS:' v ® m NOTE: FINISHED CONTINUOUS.: � ' 6='/„x A B=3/4"x A CONTINUOUSGRADE N N I i t •a,'• 4 ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATION OLD GROUND �OLD 4"0"PILASTEREVERY 4"0 PILASTER EVERY 5'WITH 1#3 REBAR 5'WITH 1#3 REBAR CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN GENERALNOTES SION 1. DETAIL IS BASED O NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL(>4 TO 8. A DECK FROM THE TOP OF THE CONCRETE DECK TO THE OLD NDOWN IS NOT INTENDED TO BE A SUBST (GROUND REACHES NING WALL. IF THE VERTICAL 22 5'FORA 12'TURNDOWN)ORI33ENFOR AN 1). TURNDOWN MA Y ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE,WITH#3 REBAR. 18"TURNDOWN)OR 43.5"(FOR A 24"TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN LENGTH OR THE FINISHED 2. TURNDOWN SHALL BEAR ON ROCK,CLEAN SAND OR STRUCTURALLY SOUND SOIL(>1,500 PSF)THAT SHALL UE GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY,A TURNDOWN SHOULD NOT BE USED. COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. 9• FOR A PAVER DECK,IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30"(FOR 3. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. A 12"TURNDOWN)36"(FOR AN 18"TURNDOWN)OR 42"(FOR A 24"TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN 4. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. 5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE,BUILDING 2007,FLORIDA BUILpING CODE,I:I:SIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY,ATURNDOWN SHOULD NOT BE USED. 6. REFER TO CONT CTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. . IFA SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN,THE SWIMMING POOL CONTRACTOR MUST 2007 TOGETHER WITH LATEST REVISIONS. 10 7. IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND,A 4"0 PILASTER WILL BE REQUIRED EVERY O FEET THAT COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. WILL BE EITHER 2 FEET INTO THE GROUND OR TO 6"INTO THE INDIGENOUS MATERIAL,WHICHEVER IS DEEPER. THE PILASTER WILL HAVE A#3 REBAR TIED INTO THE#5 REBAR IN THE BASE OF THE VERTICAL POUR DECK TURNDOWNS (NOM.4") TYP. GRADE GRADE 8„ GRADE 12" • [1 1#5 BAR 2#5 BAR `I CONTINUOUS CONTINUOUS NO FOOTER 8"x 8" FOOTER 8"x 12" FOOTER PLAN&SPIRES ONE YEAR FROM THE SIGNATURE DATE OR THE aFFEcrIVE RESIDENTIAL SWIMMING POOL DATE OF A MAJOR FLORIDA RUDAING GRADE CODE CHANGE WHICREM IS SOONER FOOTER NOTES: 1r' DECK AND FOOTER 1. FOOTER SHALL BEAR ON ROCK,CLEAN SAND OR 'TRUCTURALLY SOUND SOIL (>1,500 PSI)THAT SHALL BE COMPACTED TO PRO IDE OPTIMUM BEARINGitlT ® DETAILS CAPACITY TO PREVENT SETTLING. `tt BEARINGS. of ljtc, r `L6}77 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF ',500 PSI WITH FIBER MESH 2#5 BAR `O` a\.1'��'�yq g ��6r�,1"y f(y'101 OR8x810x10VWVMESH. CONTINUOUS �' �1P sp�"+a �d` ' THE BATTS COMPANY 3. 3#3 BARS IS EQUIVALENT TO 1#5 BAR. 223 9773 F�• 1r9236''o CPC037046 — CGC055163 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER ' v OVER THE TOP OF THE FOOTER OR ABUTTING TH:FOOTER. 12"X 12" FOOTER e 714 e 1602 NORTH 3rd STREET 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED,THE SWIMMING POOL = = JACKSONVILLE BEACH, FL 32250 CONTRACTOR MUST COORDINATE CONSTRUCTIONOF ANY REQUIRED _ 1 ° FOOTER WITH THE SCREEN CONTRACTOR. °° (904) 246-2455 (904) 249-0457 ® ° � •• Boa TYPICAL FOOTER DETAILS �j f" DWG.By: RRL �����,(1• O+� °••C�,"`�`:4z NOT TO SCALE SHEET 4 OF 5 APPROVED BY: SEL in O'EESftlrAL ° �J` q��bp txtttt�t. $ TRANSFORMER REQUIRED FOR ENERGY EFFICIENCY NOTES: NOTES: LOW-VOLTAGE INSTALLATIONS ONLY 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO �•� -------------- ----------- — _•-• 1.�a, WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE,INCLUDING 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL POOL SYSTEMS PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER I.c, WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO GENERATION POOL REINFORCING BARS USING #8 AWG COPPER WIRES, THESE METAL 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE PARTS INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILINGS,PIPING, 1 EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A CONDUIT,METAL DOOR FRAMES AND METAL PARTS WITHIN 5'OF INSIDE 300 WATT I REFER TO LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD,LISTED `UNDERWATER j NOTE 4 OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL T MIN.FROM INSIDE WALL LIGHT SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN COLUMNS(I.E.FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680 OPERATING SEASON. AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: CONDUCTIVE COMPOUND,CONTACT ENGINEER BEFORE PROCEEDING. R 3.B. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC T 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' –r TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING MORE THAN}OF THE MOTOR'S MAXIMUM ROTATION RATE. IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE ! BONDING CONDUCTOR. ( POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE REFER TO NOTE#7 I SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE GFCI PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES j 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12'ABOVE MAXIMUM jI SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE WATER LEVEL. 4444 41444 444 SOLAR HEAT GAIN. 1' 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH 3. IF APPLICABLE,PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V / APSP-15,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND UNDERWATER LIGHTING CIRCUITS LESS THAN VIN LENGTH. FOR 12V `'�•� — — — — — — —•— — T — — —•—•— — — — —•—• .•�'� SPA ENERGY EFFICIENCY." CIRCUITS 8'TO 15'IN LENGTH,PROVIDE#8 AWG CONDUCTORS AND ----------­ —'—"' GROUND. FOR 12V CIRCUITS GREATER THAN 15',BUT LESS THAN 25'IN BONDING GRID. TO GROUND FAULT CIRCUIT LENGTH,PROVIDE#6 AWG CONDUCTORS AND#6 GROUND. NO 12V LT REFER TO NOTE#6 INTERRUPTER THEN LT POWER CIRCUIT SHALL BE MORE THAN 25'IN LENGTH. SOURCE WITH TRANSFORMER 4'MIN. 4. ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT TYPICAL SWIMMING POOL BONDIN GRID PLAN 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH JUNCTION BOX CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT.FROM RIGID,IMC OR NON METALLIC AND NOT MORE THAN 20 FT.FROM THE INSIDE WALL OF THE POOL.THE #8 AWG COPPER WIRE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT.6 IN.ABOVE THE TIMECLOC K CONDUIT FLOOR,PLATFORM,OR GRADE LEVEL SERVING THE POOL(NOT BRASS OR NON METALLIC APPLICABLE TO INDOOR POOLS WHERE COMPLIANT RECEPTACLES ARE CONDUIT OR APPROVED AVAILABLE). T ERVIJU PANEL EQUIVALENT 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH JUNCTION SPST OX TOGGLE z CHEMICAL EQUIPMENT,IF APPLICABLE. SWITCH UNDERWATER LIGHTS SHALL BE NEC.APPROVED 2 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED 4'MIN. DISCONNECT AND SHALL FEATURE STAINLESS STEEL FORMING to WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE SHELL WITH BRASS MOUNTING RING. SHELL SHALL POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID to HAVE A 1"NPT CONDUIT WITH OPENING PACKING MAY BE COMPOSED OF STEEL REINFORCING RODS(REBAR),OR#8 BARE, PUMP GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS SOLID COPPER CONDUCTORS.6 X 8 X 10 WELDED WIRE FABRIC(MESH)IS STEEL ENCAPSULATION BOLTED TO A CHROME ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION POOL DECK NOTES: PLATED FACE RING FOR COMPRESSING OF A 360° IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR#8 SOLID 12 V TRANS. DOUBLE WALL SYNTHETIC GASKET. COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY 1. Al ELECTRICAL SHALL CONFORM WITH ART 680 NEC LATEST. IN EARTH CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC) 3#12 IN X"COND. 2, BOND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING AND ALL SS LIGHT FIXTURE&NICHE W COMPRESSION HUB& -LATEST AND FLORIDA BUILDING CODE 2010 W/LATEST AMENDMENTS. 12V/300W WITH LOW WATER FI ED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER,IF LED LAMP,30OW/I2V LAMP OR 120 VAC W/GFCI PER THIN 5 FT HORIZONTALLY FROM WATER,12 FT VERTICALLY OF NEC 7, THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID CUT-OFF OR 120 VAC W GFCI M V WATER LEVEL. DEFINED IN NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR PER NEC #8 AWG PRESSURE GROUND MADE OF A SINGLE#8 AWG BARE SOLID COPPER WIRE BURIED TO A CONNECTOR TO COMMON MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 ELECTRICAL D IAG RA BONDINGSWITH TEEL RE A. PLUMBING INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SP THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C)OF THE NEC(LATEST),NFPA 20,ADOPTED BY INCOMING POWER SUPPLY JUNCTION BOX(IF USED) POOL LIGHT DETAIL REFERENCE WITHIN FBC. SERVICE PANEL LADDER,HAND RAIL, TRANSFORMER DIVING BOARD,ETC... POOL LIGHT POOL LIGHT NEUTRAL BAR HEATER CASE PIAN EXPIRES ONE YEAR FROM THE SIGNATURE A DATE OR RE BBURMIVE RESIDENTIAL SWIMMING POOL TO GRO NO DATE OF A MAJOR FIARIDA HUII.DING PUMP / REINFOR POOL CONTROL CODE CHANGE WHICHEVER IS SOONER MOTOR METAL CONDUITS STEEL III 00 III PANEL GROUND BAR OR PIPING SYSTEM ELECTRICAL NOTES AND NEUTRAL BAR TRANSFORMER� 9R FLEXIBLE CORD DETAILS qp qpwvml GROUNDING TERMINAL ° ?+ e,Q�� flr' \ 3 CONDUHTN G \ PUMP MOTOR `i` �A 2��97773"FAX`8�6�3Z� � THE BATTS COMPANY #8 BOND TO #8 BONDTO •• CPC037046 — CGC055163 STRUCTURAL STEEL GROUND BAR #8 BOND IN STRUCTURAL a e 1602 NORTH 3rd STREET PVC CONDUIT STEEL CONTROL PANEL JACKSONVILLE BEACH, FL 32250 TYPICAL BONDING SCHEMATIC (904) 246-2455 (904) 249-0457 TYPICAL GROUNDING SCHEMATIC DWG.BY: RRW ����',L1 • 0PA�EM.. •• °°°°`>> NOT TO SCALE SHEET 5 OF 5 APPROVED BY: JEL ss�hga��s ct�eeeeP°0 g ANSI/ASP-7 2006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RATE. THE TDH CALCULATION OPTIONS: TOTAL HEAD IN FEET CONVERSION CHART FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. INCHES MERCURY (VACUUM GAUGE) FOR EACH PUMP 0 2 4 6 8 10 12 14 16 18 /��° 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 SIMPLIFIED MAXIMUM SYSTEM 'LOW RATE: CHECK ONE 1 2.3 4.6 6.1 9.1 11.413.615. 120.120.422.7 . t 2 4.6 6.9 9.1 11.4 13.7 15.9 18:2 20.4 22.7 25.0 MINIMUM FLOW RATE REQUIRED: 35 GPM PER SKIMMER 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 1. CALCULATE POOL VOLUME: 45'0 X `}' X 7.48(GAL./CUBIC FOOT)_ 4 SIMPLIFIED TOTAL DYNAMIC HEAD(STDH) 4 9.2 11-.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 (SURF.AREA) (AVG.DEPTH) _ (VOL.IN GAL.) COMPLETE STDH WORKSHEET-FILL IN ALL BLANKS 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: X 60(MIN./HR.)=�_ 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 (HOURS) (TURNOVER IN MIN.) TOTAL DYNAMIC HEAD(TDH) 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 3 7 � COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 3. ..DETERMINE MAX FLOW RATE: (3 i 4-!�-� / 36o _ �3 7 + = 9 20.8 23.1 25.3 27:6 29.8 32.1 34.3 36.6 38.9 41.1 (VOL.IN GAL.) (TURNOVER MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) BLANKS ON WORKSHEET&ATTACH CALCULATIONS 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 4. SPA JETS: X GPM PER JET= FLOW RATE 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 (NO.OF JETS) (JET FLOW) (TOTAL JET FLOW RATE) ­1 MAXIMUM FLOW CAPACITY 12 27.7 30.0 32.2 34.5 35.8 39.0 41.3 43.5 45.8 48.1 (FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF NO 3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL& SPA) OF THE NEW OR REPLACEMENT PUMP 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 DETERMINE ER IN PPE SIZES: 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 155.1 57.4 59.6 BRANCH PIPING TO BE ,3 INCH TO KEEP VELOCITY @ 6 FPS MAX.AT-1,19 GPM MAXIMUM SYSTEM FLOW RATE. 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 NOTES: 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 TRUNK PIPING TO BE INCH TO KEEP VELOCITY @ 8 F'PS. MAX. AT__e2 GPM MAXIMUM SYSTEM FLOW RATE 1. IF A VARIABLE SPEED PUMP IS USED, 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 USE THE MAX. PUMP FLOW IN 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 RETURN PIPING TO BE ' INCH TO KEEP VELOCITY @ 10 FPS MAX.AT /Q 3 GPM MAXIMUM SYSTEM FLOW RATE CALCULATIONS. 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 2. FOR SIDE WALL DRAINS,USE 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 SIMPLIFIED TDH: APPROPRIATE SIDE WALL DRAIN 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 DETERMINE SIMPLIFIED T®H. 26 60.1 62.3164.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 FLOW AS PUBLISHED BY 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 1. DISTANCE FROM POOL TO PUMP IN FEET: MANUFACTURER. 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.[87.4 85.0 3. IN-FLOOR SUCTION OUTLET 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82. 87.3 2. FRICTION LOSS (IN SUCTION PIPE) IN 2 INCH PIFE PER 1 FT. @ '13e GPM= . O y (FROM PIPE FLOW/FRICTION LOSS CHART) COVER/GRATE MUST CONFORM TO 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85. 89.6 MOST RECENT EDITION OF 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87. 92.0 3. FRICTION LOSS (IN RETURN PIPE) IN 2 INCH PIP= PER 1 FT. /C't3 GPM = �G (FROM PIPE FLOW/FRICTION LOSS CHART) ASME/ANSI Al 12.19.8 AND BE 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89. 94.3 @EMBOSSED WITH THAT EDITION 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92. 96.6 34 78.5 80.8 83.185.3 87.6 89.8 92.1 94. 98.9 4. �4 O X , De1 = ,q APPROVAL. 35 80.9 83.1 85.4 87.6 89.992.2 94.4 96. 101.2 (LENGTH OF SUCT.PIPE) (FT OF HEAD/1 FT OF PIPE) (TDH SUCT.PIPE) TDH IN PIPING: 4. PUMP& FILTER MAKE, MODEL AND 5. 60 X LOCATION CAN NOT CHANGE NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER / _ •I (LENGTH OF RETURN PIPE) (FT OF HEAD/1 FT OF PIPE) (TDH RETURN PIPE) WITHOUT SUBMITTING REVISED THAN THE CALCULATED TDH FILTER LOSS IN TDH (FROM FILTER DATA SHEET): PLANS AND TDH WORKSHEET. CHART 2 HEATER LOSS IN TDH (FROM HEATER DATA SHEET): TOTAL ALL OTHER LOSS: /G C/07,JL 'C'e4'.� .1 SELECTED PUMP AND MAIN DRAIN COVER. TOTAL SIMPLIFIED TDH: 32- PUMP ,PUMP SELECTION �!rlrA USING PUMP CURVE THE FOLLOWING CUT (PUMP MODEL&SIZE IN HP) FOR SIMPLIFIED TDH& SYSTEM FLOW RATE SHEETS ARE INCLUDED MAIN DRAIN COVER �'`� Mom 9 ����'�^� CN.' Z SS o(b (SYSTEM FLOW RATE FLOW AND FRICTION LOSS PER FOOT (MAKE&MODEL) UST NOT EXCEED APPROVED COVER FLOW RATE) � PUMP C] HEATER SCHEDULE 40 PVC PIPE VELO i - EE ERS ND �/2-3iia FILTER Q THERAPY JETS NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKI MER OF 35 GPM. PIPE SIZE 6 FPS 8F S 10 FPS DATE [-MAIN DRAIN WATERFALLS DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOORS CTION OUTLETS 1" 16 GPM 0.14' 21 GPM 0.23' 26 GPM 0.35' 7� 1.5" 37 GPM 0.08' 50 GPM 0.14' 62 GPM 0.21' CO RACTOR SIGNATURE 0 OTHER 2" 62 GPM 0.06 82 GPM 0.10' 103 GPM 0.16' TYPE OF COVER 2.5" 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13' *"F ! SWIMMING POOL SPECIFICATION FOR O C) DUAL MAIN DRAIN SUCTION OUTLE1 S @ GPM MAX. FLOW 3" 1138 GPM 0.04' 181 GPM 0.0T 227 GPM 0.10' CONTRACTORS PRINTED NAME 4" 234 GPM 0.03' 313 GPM 0.05' 392 GPM 0.07' Q i IL ,a,�td ® 3'�' 6" 534 GPM 0.02' 712 GPM 0.03' Lac o�`�fl��, a O O MULTI DRAINS SUCTION OUTLETS @ -� GPM MAX. FLOW CHART 1 CONTRACTORS CERT. NO. CHANNEL DRAIN CHANNEL DRAT @ GPM VV/ PORTS -z-,f 6-2y5"_5 - CONTRACTORS TEL. NO.