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765 Sabalo Dr. POOL18-0048 dwgs 1ANSUASP-7 2006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RATE. THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35 GPM PFR SKIMMER 1. CALCULATE POOL VOLUME: z 9f X 4. X i'.48 (GALXUBIC FOOT) = 17 (SURF. AREA) (AVG. DEPTH) (VOL. IN GAL.) 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: y:: 0 X60 (MINJHR.) = g�D {FOURS) (TURNOVER IN MIN) 3. DETERMINE MAX FLOW RATE: ?117- Ld = .5L 10 + - _ (VOL IN GAL) (TURNOMM MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) 4. SPA JETS: �_ X GPM PER JET = FLOW RATE (NO. OF JETS) (JET FLOW) (TOTAL JF FLOW RATE) (FOR SINGLE PUMP POOL/SPA COMBO, USE THE HIGHER OF NO.3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) DETERMINE PIPE SIZES: BRANCH PIPING TO BE .2 INCH TO KEEP VELOCITY @ 6 FPS MAX. AT 2. GPM MAXIMUM SYSTEM FLOW RATE. TRUNK PIPING TO BE I INCH TO KEEP VELOCITY 0 8 I=PS. MAX. AT s GPM MAXIMUM SYSTEM FLOW RATE RETURN PIPING TO BE 2 INCH TO KEEP VELOCITY @ 10 FPS MAX. AT -16.3; GPM MAXIMUM SYSTEM FLOW RATE DETERMINE SIMPLIFIED TDH: TDH CALCULATION OPTIONS: FOR EACH PUMP CHECK ONE SIMPLIFIED TOTAL DYNAMIC.HEAD (STDH) COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH) F-1 COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED BLANKS ON WORKSHEET & ATTACH CALCULATIONS DMAXIMUM FLOW CAPACITY OF THE NEW OR REPLACEMENT PUMP 1. DISTANCE FROM POOL TO PUMP IN FEET: _3 2. FRICTION LOSS (IN SUCTION PIPE) IN INCH PIPE PER 1 FT. GPM = (FROM PIPE FLOW /FRICTION LOSS CHART) 3. FRICTION LOSS (IN RETURN PIPE) IN 2.INCH PIPIE PER 1 FT. 103 GPM = . / G (FROM PIPE FLOW/ FRICTION LOSS CHART) 4. 3o X 0,06 (LENGTH OF SUCT. PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDH SUCT. PIPE) TDH IN PIPING: 5..3a x O,tO (LENGTH OF RETURN PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDH RETURN PIPE) FILTER LOSS IN TDH (FROM FILTER DATA SHEET): HEATER LOSS IN TDH (FROM HEATER DATA SHEET); TOTAL ALL OTHER LOSS: /a . SELECTED PUMP AND MAIN DRAIN COVER: TOTAL SIMPLIFIED TDH: 19:0& PUMP SELECTION l'fa/Tqit (PUMP MODEL & SIZE IN HP) ,7410017 USING PUMP CURVE FOR SIMPLIFIED TDH & SYSTEM FLOW RATE MAIN DRAIN COVER C -)s -m -'i KID -015-P JPaoP-e.a-�C CHIP 2S5 '0(' 'C2 -lo (SYSTEM FLOW RATE (MSE E MODEL) MUST NOT EXCEED APPROVED COVER FLOW RATE) NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. DETERMINE THE NUMBER AND TYPE OF REQUIRED IN -FLOOR SUCTION OUTLETS TYPE OF COVER O O DUAL MAIN DRAIN = SUCTION OUTLETS, @ GPM MAX. FLOW ^IF3'--► a O O ® MULTI DRAINS SUCTION OUTLETS, GPM MAX. FLOW NOTES: 1. IF A VARIABLE SPEED PUMP IS USED, USE THE MAX. PUMP FLOW IN CALCULATIONS, 2. FOR SIDE WALL DRAINS, USE APPROPRIATE SIDE WALL DRAIN FLOW AS PUBLISHED BY MANUFACTURER. 3. IN -FLOOR SUCTION OUTLET COVER/GRATE MUST CONFORM TO MOST RECENT EDITION OF ASME/ANSI Al 12. 19.8 AND BE EMBOSSED WITH THAT EDITION APPROVAL. 4. PUMP & FILTER MAKE, MODEL AND LOCATION CAN NOT CHANGE WITHOUT SUBMITTING REVISED PLANS AND TDH WORKSHEET. REVISION BP# DATE / /j a cl SIGNED m CHANNEL DRAIN CHANNEL DRAIN 9 '? GPM W/ /� PORTS CHART 1 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER I THAN THE CALCULATED TDH / /Z!l//9 DA ONTRACTOR SIGNATURE SArWES o . 19ft-"5?Fl CONTRACTORS PRINTED NAME G9,c- 03'7041. CONTRACTORS CERT. NO. Z L((. - ? 4 55 CONTRACTORS CONTRACTORS TEL. NO CHART 2 OFFICE COPY THE FOLLOWING CUT SHEETS ARE INCLUDED Q PUMP FILTER ff7'MAIN DRAIN a OTHER ® HEATER ® THERAPY JETS WATER FALLS SWIMMING POOL SPECIFICATION FOR w yam/ �-J 7 6S' i <9�j7rc &4 / �C 3 2- 70 460930 75,000/5.8 70,000/5.6 90 460931 90,000/5.7 84,060,/5.5 110 460932 108,000/6.0 101,000/5.8 120. 460933 127: 5.7 120,000/5.5 120 460935 127,000 Heat/5.6 120,000/5.4 H/C 3 71,000 CooV4.1 280 120 C 460937 123,000/5.6 115,000/5.3 140 i 460934 143,000/5.8 134,000/5.6 140 H/C j 460958 140,000 Heat/5.6 132,000/5.4 40 l 71,000 CooV4.1 230 1400 460928 140,000/5.8 132,000/5.6 70 BLK 4 460960 75,000/5.8 70,000/5.6 90 BLK I 460961 90,000/5.7 84,000/5.5 110 BLK 460962 108,000/6.0 101,000/5.8 120 BLK 460963 127,000/5.7 120,000/5.5 120 460965 127,000 Heat/5.6 120,000(5.4 H/C. BLK 71,000 Coot/4.1 120 C 460967 123,000/5.6 115,000/5.3 BLK 140 460964 140,000/5.8 134,000/5.6 140 H/C 460959 140,000 Heat/5.6 132,000/5.4 1 71,000 Cool/4.1 140C 460929 140,000/5.8 132,000(5.6 ,,UtUI: till. i-IUI IU 50,000/4.0 60,000/4.0 72,000/4.0 82,Of10/4.0 82,000/4.0 81,000/4.0 88,000/4.0 85,000/4.0 86,000/4.0 Color: Black 50,000/=:.0 60,000/4.0 70,000/4:0 80,000/4.0 80,000,14.0 81,000/4.0 88,000/4.0 85,000/4.0 86,000/4.0 Which UltraTemp Heat Pump Model is right for your size pool? You or your pool professional can go to pentairpool.com, click Support, then click Calculators to access our Heat Pump Sizing Calculator to find the perfect UltraTemp Heater model for your specific needs. PENTAIR 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 1620 HAWKINS AVE, SANFORD, NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM Alt Pentair trademarks and logos are owned by Pertain or one of its global affiliates. UltraTemp", Intelffcuch�, Ea_ Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/ or other countries. Emerson'O is a Emerson Climate Technologies, Inc. Because we are continuously improving our products and services, Pentair re=_ employer. 40 1 230 230 50 1 230 230 50 1 230 270 50 1 230 270 50 1 230 278 50 3 230 280 50 1 230 320 50 1 ,230 320 50 3 230 320 40 1 230 230 50 1 230 230 50 1 230 270 50 1 230 270 50 1- 230 278 50 3 230 280 50 1 230 320 50 1 230 320 50 3 230 320 "Rating in accordance with ARI Standard 11160 (air temp. F° i % relative humidity/water iemp.. F°1 AVAILABLE FROM: h®, Eco Select"', and AutoSet"are trademarks and/or registered trademarks o; Pentair ered trademark of Emerson Electric Co., Copeland Scroll' is registered trademark of the right to change specifications without prior notice. Pentair is an equal opportunity pumps • filters • heaters • heat pumps • automation • lighting • cleanersanitizers • water features • maintenance products 9/16 Part # P1-046 ©2016 Pentair Water Pool and Spa, Inc. All rights reserved. `Q ATFMP �A MAF'' SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF. - LOT 8, BLOCK 9, ROYAL PALMS UNIT TWO, AS RECORDED IN PLAT BOOK 30, PAGES 94 AND 94A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA O I I O U) -r) D 170. 65,L 5' N, T. S. I _ 80.65' 7 N. �1I NOTES, THIS PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM), DLVAL COUNTY, COMMUNITY No. 120075 (CITY OF ATLANTIC BEACH), MAP/PANEL No. 12031C -0408-J, REVISED NOVEMBER 2, 2018 BEARINGS BASED ON THE NORTHERLY RIGHT-OF-WAY LINE OF SABALO DRIVE AS BEING N 85'37'27"" W, AS PER PLAT. ELEVATIONS SHOWN AS THUS (10.18) AND ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988 TREE SIZE AND LOCATION ARE MEASURED BY DBH (DIAMETER BREAST HEIGHT) APPI?OXIMATELY 48 INCHES ABOVE GROUND 25' BUILDING RESTRIr;T10N LINE (B.R.L.) BY PLAT N.T.S. DENOTES NOT TO SCALE ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 9 -X— DENOTES 4' CHAIN LINK FENCE EXCEPT AS NOTED -//— DENOTES 6' WOOD FENCE EXCEPT AS NOTED -OHE- DENOTES OVERHEAD ELECTRIC LINES THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 14 SET 1/2" IRON PIPE DURDEN L.B. 116696 - 10' EASEMENT FOR DRAINAGE & UTILITIES 4 BENCHMARK #3 SEF PK NAIL & DISK _ DURDEN TRAY PT. IN CONCRETE PAVERS ELEVATION=(11.96) N.A.V.D. 1988 C) O 3 �I APPROVE LOT 15 -- S85°3727"E 80.65' B" 6' WOOD FENCE ---`3' (11.8) IL�(12.0)x 15" PALM* 1 (12.0) X L `1�' X (12.4) x (13.0) x('-'1 gl y 6 i / 2' RETAINI ,01 QP3� x L1 J _ . I `'."`� 1 T PAVER WALL } ;- r- X TOP (13.31) I1LI.(h i� X � L WOOD l 4 L1I'II � .•(11.91) V V �-- OHE — W000 POWER POLE FOUND 1/2" IRON PIPE NO IDENTIFICATION `10 �'-I-r-li, FINISHED ELEVATION FLOOR 38.0 I l 7-T I -', (12.26) WOOD FENCE 1 / \ N 1 STORY BUILDING DRIVE C i1 OF -WAY RESIDENCE #765 PAVERS I .� 1 1 11.60) N O N �x 2� . ij 0E/ N CN�. 4i 7.2' ' 25' B.R.L. e N 1.2' .O 25 B. R. L T'_ P� ° RE O Cn \ o h ��� O~ O z o O v yl V �-- OHE — W000 POWER POLE FOUND 1/2" IRON PIPE NO IDENTIFICATION `10 �'-I-r-li, FINISHED ELEVATION FLOOR 38.0 I l 7-T I -', (12.26) WOOD FENCE 1 / \ N 1 STORY BUILDING DRIVE C WITH VINYL SIDING OF -WAY RESIDENCE #765 PAVERS (1138± SQUARE FEET) .� COVERS 44'4' CONCRETE, WALL 11.60) N 9± N 2� . ij 0E/ N U 25' B.R.L. x FENCE LOT 16 11i -FOUND 1/2" IRON PIPE NO IDENTIFICATION p C) 0) o � rl N �\°"FOUND 112" IRON PIPE 1.2' � NO IDENTIFICATION OHE N85 °3 7'2 7 „w 8 OHS -- ___ OHE 61 ' ., ggl CURB & ASPHALT ROAD SABALO DRIVE C 60' RIGHT- OF -WAY BENCHMARK J(2 ®SET PK NAIL & DISK PAVERS O .� ELEVATION=(9.91) WALL N.A.V D. 1988 N 9± /� v J 25' B.R.L. -WOOD OT o � rl N �\°"FOUND 112" IRON PIPE 1.2' � NO IDENTIFICATION OHE N85 °3 7'2 7 „w 8 OHS -- ___ OHE 61 ' ., ggl CURB & ASPHALT ROAD SABALO DRIVE C 60' RIGHT- OF -WAY BENCHMARK J(2 ®SET PK NAIL & DISK PAVERS DURDEN TRAV. PT. IN ASPHALT ROAD CONCRETE ELEVATION=(9.91) WALL N.A.V D. 1988 A/C PAD(S) IMPERVIOUS CALCULATIONS LOT AREA = 7,500± SQUARE FEET DESCRIPTION SQUARE FEET RESIDENCE 1,138± METAL SHED 105± PAVERS 965± CONCRETE 450± WALL 21± A/C PAD(S) 9± TOTAL IMPERVIOUS AREA = 2,688± TOTAL DENSITY = 35.8i D U R D E N SURVEYING AND MAPPING, INC. 1825—B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 SURVEYOR'S NOTE, THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND THEREFORE THE UNDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF EASEMENTS, RIGHTS—OF—WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS, RESERVATIONS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. APPR- OVEI? j /,-7 BENCHMARK J1 ®SET PK NAIL & DISK DURDEN TRAV. PT. IN ASPHALT ROAD ELEVATION=(10.18) N.A.V.D. 1988 4 vx� (� �0 /6) Ott CERTIFIED TO: MICHAEL WYLIE w I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant to Section 472.027 Florida Statutes and Chapter 5J17 Florida Administrative Co e 9 I .00 FLORIDA REGISTERED SURVEYOR No. 470 H. BRUCE DURDEN, Jr. SIGNED DECEMBER 17, 2018 SCALE: 1 " = 20' WORK ORDER NUMBER: 18840 B-9411 I POOL SHAPE 2 SIZE 3 DEPTHS 4 CAPACITY 5 STEPS BENCH ES 6 SWIMOUT 7 SUNSHELF 8 HANDRAIL(S) 9 GRABRAIL S 10 LIGHT(S) 11 TILE 12 CONCRETE DECKING SO FT. 13 PAVER DECKING SQ FT. 14 PUMP H.P. 15 FILTER 15 CHLORINATOR 17 SKIMMER(S) 18 MAIN DRAINS 19 RETURN INLETS 20 FLOOR SYSTEM 21 AUTOMATIC CLEANER 22 RAISED DECK 23 WATER FEATURE(S) 24 UMBRELLA SLEEVE(S) 25 HEATER 26 GAS HOOK-UP 27 DECO -DRAIN 28 CLEANING EQUIPMENT 29 LEAF SKIMMER WALL BRUSH TEST KIT HOSE POLE START-UP CHEMICALS VACUUM 30 SPA INFORMATION CONCRETE SIZE DEPTH JETS BOOSTER PUMP HEATER COVER LIGHT SPILLOVER OTHER: 31 ADDITIONAL SPECIFICATIONS: ACCESS LETTER OF PERMISSION ELEVATIONS TREE REMOVAL DIRT REMOVAL CEMENT REMOVAL ELECTRICAL HOOK-UP POOL SPECIFICATIONS DESIGNED BY # :F DATE um /V e_ "7 E 4V�.m''�' t ILI C f tee Svc* A SWIMMING POOL FOR M °014 Vii` e Scale 1/8” = 1' THE BATTS COMPANY General & Swimming Pool Contractors the 1602 N. 3rd Street a Jacksonville Beach, FL 32250 r bdft (904) 246-2455 Company FAX (904) 249-0457 CGCO55163 CPC 037046 GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTORI; POOL PLAN 2 ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BL ILDING 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3' ATMOSPHERIC BREAK WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE RECIUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FBC 454.2.14,'WATER HEATING EQUIPMENT' 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE, MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT- PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLANIPERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" AND 10'0', USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20"1 NP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 60" AND 101", USE 94 BARS AT 6" ON CENTER VERTICALLY STARTING AT SO" DEPTH IN THE AREA OF THE POOL OVER 60" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2" 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORMAL" :AILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOU14TERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDING TO USC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS 11 -UN FIVE TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE IN HEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETE/GUNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT STEEL 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNITE, THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNITE FLOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLDWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF T14E POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. 11, REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT (FAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUIDELINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRE TE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL, 1 - #4 BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. 15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. 17. IF A RAISED BOND BEAM EXCEEDS 70" AND SERVES AS A RETAINING WALL FORS IL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL LADDER - REQUIREMENTS AND CONDITIONS BARSSTYPICAPACED REINFOCED 10" .C. ENT #3 SEE STRUC��7�RAL DATE. BARS SPACED 10" O.C. E.W. TYPICAL POOL 3' TO 8' DEEP R EWER O7: • z = m �:z 1 _ N ,SHOTCRETE/GUNITE STEPS OR BENCHES AS NEEDED I EXTRA TRANSVERSE REINFORCEMENT43 10' LENGTH SPACED ON 10• CENTERS BETWEEN MAIN BARS, t CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) 143 DIAGONAL, E.W. AT DRAIN SIMILAR TO LIGHT NICHE DETAIL - LONGITUDINAL POOL SECTION NTS ADJUSTAPLE FLOOR INLET_ AFTER FULL CLOSE, BACK OPEN FINISHED POOL 1/2 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) III -I I I ' SUPPL-Y HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N.T.S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION ESCUTCHEON PLATE -J ANCHOR SOCKET VDISTURBED )IL (NO VOIDS) RUBBER BUMPER ---I I- 6" MIN. TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) PIPE SIZE 6 FT/S 8 FT/S 10 FT/S 1" 16 GPM 21 GPM 26 GPM 1 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2Y 88 GPM 117 GPM 146 GPM 3" 138 GPM 181 GPM 227 GPM 4" 234 GPM 313 GPM 392 GPM 6' 534 GPM 712 GPM 900 GPM PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. EL WATER LEVEL (CENTER LINE OF SKIMMER) z_ EQUALIZER FITTING ' W/ VGB-COMPLIANT GRATE (IF INSTALLED) VACUUM FITTING - SEE NOTE 3 BELOW NOTES: - 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE. 2. EQUALIZER LINES, WHEN USED, SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE. IF THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED, THE SKIMMER PORT MUST BE PLUGGED. 3, WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" AND NO GREATER THAN 12' BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL LADDER DETAIL N.T.S. CROSS BRACE RECOMMENDED �t `WATER ( LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL FLOOR REINF. AS PER STANDARD PLAN TO PUMP u 1 F �II1 L 1 „IF MAIN DRAIN DETAIL I 24 -SO N.T.S. IOR 0 PLANS EXPIRE: PANS VALID FOR THIS BUILDING DEPT. ONLY: MARCH 19, 2019 CIN OF ATLANTIC BEACH !Ltmat RESIDENTIAL GENERAL NOTES AND Certificate of Authority No. 28177 43311�ti'd0 IL,1►tlae>,u,SUITE 101 DETAILS IV THE BATTS COMPANY ®•°e CPC037046 - CGC055163 .56714 1602 NORTH 3RD STREET A r ,JACKSONVILLE BEACH, FL 32250 ' (904) 246-2455 (904) 249-0457 t IO . ��c• DWG, BY MAC 'o., •••' ... ''' '+, �q�°�*, , NOT TO SCALE RSHEET 1 OF 5 APPROVED BYEL tglllhlNlfllpltll\\1\ - 2 - #3 BARS BENT AS SHOWN EACH 1 1/2" DIA. I PPE ANDAOOR D I � HYDROSTATIC RELIEF SAW WITH FLY BOTTOM _PIPE REINFORCEMENT. PERFORATED. S EE III - I1MIN. 3" GENERAL NOTE 13) O CLEARANCE _- I FROM EARTH 3/4"- 1 - 1/2" -I I I DRAIN ROCK-, MAIN DRAIN DETAIL I 24 -SO N.T.S. IOR 0 PLANS EXPIRE: PANS VALID FOR THIS BUILDING DEPT. ONLY: MARCH 19, 2019 CIN OF ATLANTIC BEACH !Ltmat RESIDENTIAL GENERAL NOTES AND Certificate of Authority No. 28177 43311�ti'd0 IL,1►tlae>,u,SUITE 101 DETAILS IV THE BATTS COMPANY ®•°e CPC037046 - CGC055163 .56714 1602 NORTH 3RD STREET A r ,JACKSONVILLE BEACH, FL 32250 ' (904) 246-2455 (904) 249-0457 t IO . ��c• DWG, BY MAC 'o., •••' ... ''' '+, �q�°�*, , NOT TO SCALE RSHEET 1 OF 5 APPROVED BYEL tglllhlNlfllpltll\\1\