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09-1019-001RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES (F.B.C.R4101.17 1 RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R4101.17.1 THROUGH R.4101.17.3 1- THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES. 2- OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4 -INCH DIAMETER SPHERE. 3- SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. 4- WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES, THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1 -3/4 INCHES IN WIDTH. 5- WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 -3/4 INCHES IN WIDTH. 6- WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 -3/4 INCHES IN WIDTH. 7- MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2 -1/4 INCH SQUARE UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 1 -3/4 INCHES. 8- WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 1 -3/4 INCHES. 9- ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R 4101.17.1.1 THROUGH R 4101.17.1.7 AND SHALL BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE. PEDESTRIAN ACCESS GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AND SHALL BE SELF - CLOSING AND HAVE A SELF - LATCHING DEVICE. GATES OTHER THAN PEDESTRIAN ACCESS GATES SHALL HAVE A SELF - LATCHING DEVICE. WHERE THE RELEASE MECHANISM OF THE SELF - LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE, THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT LEAST 3 INCHES BELOW THE TOP OF THE GATE, AND THE GATE AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE RELEASE MECHANISM. 10- WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY: 1. ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. 2. OTHER MEANS OF PROTECTION, SUCH AS SELF - CLOSING DOORS WITH SELF - LATCHING DEVICES OR DOORS WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE THE THRESHOLD, WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY, SHALL BE ACCEPTED. WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF R4101.17.1.1 THROUGH R4101.17.1.9. AND R4101.17.1.12 THROUGH R4101.17.1.14 WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4 INCH DIAMETER SPHERE. INDOOR SWIMMING POOLS. ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH R4101.17.1.9. PROHIBITED LOCATIONS. BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES, EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE BARRIERS. CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY TO THE ARCHITECT /ENGINEER PRIOR TO ANY CHANGE REQUIERED, OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY REQUIERED REVISION TO THE PLAN. POOL GENERAL NOTES. 1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C. 2007 RESIDENTIAL AND ANSI /NSPI -8, ANSI /NSPI -5 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615. GRADE 60 3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. 4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL. 5. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR DISCHARGE. 6. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. 7. GRAPE AT MAIN DRAIN SHALL HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION LINE. 8. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF THE SUCTION LINE (4 "DIA. MIN.). 9. ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 10. ALL REINF.STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 11. ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 12. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 13. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 14. DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 15. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. SITE PREPARATION 1.EXCAVATION SHALL REMOVE ALL GRASS. WEEDS, ROOTS, AND ANY DEBRIS.. 2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 3. SAND AND LIME ROCK SOIL CAN BE STOCKEDPILED AND USED AS BACKFILL. 4. ONCE THE ORGANIC LAYER HAS BEEN REMOVED, THE DEMUCKED SURFACE SHALL BE COMPACTED. 5. FILL THEM IN LIFTS NOT EXEEDING 12 INCHES IN LOOSE THICKNESS. 6. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION EQUIPMENT. 7. FILL SHALL CONSIST OF CLEAR SAND AND LIME STONE OR GRAVEL. FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3' AND NO MORE THAN 10 % PASSING THE No. 200 SIEVE. SOIL STATEMENT: FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD - BEARING CAPACITY OF 2000 PSF. THE SOIL COMPOSITION AT THE SITE CONSISTS OF LIMEROCK MIXED WITH SANDY MATERIAL. AT THE TIME OF CONSTRUCTION AND AFTER THE GROUND HAS BEEN BROKEN A LETTER WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT A REGISTER PROFESSIONAL ENGINEER OR ARCHITECT HAS OBSERVED THE SITE AND THE SOIL CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN WAS BASED ELECTRICAL NOTES 1. INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM. INSTALL DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50' OF FUSED SWITCH AT SERVICE POINT. ELECTRICAL LIGHT CONNECTION TO COMPLY WITH NEC 660 -1575 ART. 680. 2. ALL METALLIC PARTS OF THE WATER STRUCTURE, INCLUDING CONDUITS, PIPING SYSTEM, REINFORCING STEEL OF THE POOL SHELL, COPING STONES, DECK, FIXTURE HOUSING, LADDERS AND THEIR SUPPORTS SHALL BE BONDED TO A COMMON BONDING GRID AND GROUNDED TO A COMMON GROUND [680.26(C)I. BOUNDING CONDUCTORS SHALL NOT BE SMALLER THAN A #8 COPPER WIRE. 3. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 4. NO RECEPTACLES SHALL BE INSTALL WITHIN 10' OF DISTANCE OF WATER EDGE. 5. ALL DISCONNECTING MEANS [ARTICLE 4041 AND SWITCHES MUST BE LOCATED AT LEAST 5 FT. HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID FENCE, WALL, OR OTHER PERMANENT BARRIER [680.22(C)]. E & -111VE111 ELEVATIONS Wl LAI; rmcm TOP OF POOL WALL ELEVATION . (NGVD) 9.00 FT PF _ J ' L -L ''J-L "_F- a L "J L "J a 0 6 El 7 47' -0" POOL E �] 37' 4" 3 N , 47' -0" 37'-0" N in r` i w _SOUTHWEST 59TH AVENUE_ (18.5 ASPHALT PAV.) LEGAL DESCRIPTION LOT 140 "LOXAHATCHEE RESERVE NORTH" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 109 AT PAGES 44 THROUGH 59 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. N SITE PLAN. scale 111 =201 LEGEND 10 PROPOSED EQUIPMENT PAD Q PROPOSED SWIMMING POOL O3 PROPOSED PAVER DECK ® UNDERGROUND ELECT. O SELF CLOSING & LACHING GATE (COMPLYING WITH F.B.C. R410.17.1) © 6' HIGH WOOD FENCE AROUND PATIO O7 PROPOSED SPA FLOTATION ANALYSIS ELEVATIONS UNITS TOP OF POOL WALL ELEVATION . (NGVD) 9.00 FT DIST FROM TOP OF WALL TO WATER LEVEL 4.00 IN DEPTH OF POOL AT DEEP END DEPTH OF POOL AT SHALLOW END AVERAGE POOL WATER DEPTH. 7.00 FT FT FT 3.80 5.25 LEVEL C AVE DEPTH @ BOTTOM OF SLAB. (NGVE FLOOD CRITERIA LEVEL (NGVD) 2.92 6,OU FT FT IMCIAL WATER HEAD 3.08 FT LESS HYDROVERTICAL RELIEF FBC 1618.2.4 - -2.00 FT ADJUSTED WATER HEAD 1.08 FT UPLIFT PRESSURE NO UPLIFT PSF SLAB THICKNESS CALCULATION UNITS POOLI SPA AREA 1004.00 SF WALLS PERIMETER 182.00 FT AVERAGE WALLS HEIGHT 5.58 FT STAIRS/ SWIMOUT VOLUME 6.99 CF WATER 62.40 PCF CONCRETE WEIGHT 150.00 PCF SLAB THICKNESS 6.00 IN WALLS THICKNESS 6.00 IN SLAB UPLIFT RESISTING PRESSURE 75.00 PSF WALLS UPLIFT RESISTING PRESSURE: 60.56 PSF STAIRS UPLIFT RESISTING PRESSURE _ 1.21 PSF TOTAL UPLIFT RESISTING PRESSURE 936.78 PSF CHECKING UPLIFT PRESSURE VS TOTAL UPLIFT RESISTING FORCE. NO UPLIFT OK $U1LfltNC' 1. POOL I SPA DATA 2.00 UNITS POOL AREA 955.00 SF SPA AREA 49.00 SF POOL + SPA AREA 1004.00 SF POOL PERIMETER 154.00 FT SPA PERIMETER 28.00 FT TOTAL PERIMETER 182.00 FT ' AVERAGE POOL DEPTH 5.28 FT POOL CAPACITY 37502.85 (GALLONS) SPA AVERAGE DEPTH 0,00 FT SPA CAPACITY 0.00 (GALLONS) TOTAL CAPACITY (POOL/ SPA) 37502.85 (GALLONS) POOL PUMP SIZE 2.00 HP POOL PUMP CAPACITY (HEAD 60 FT) 100 (GAUMIN) SPA PUMP SIZE 0.00 HP SPA PUMP CAPACITY (HEAD 40 FT) 0 (GAUMIN) CARTRIDGE FILTER 240 SF FILTRATION RATE 100 (GAUMIN &PM) POOL TURNOVER 6.25 (HRS) SPA TURNOVER 0.00 (FIRS) BENCHS STAIRS AREA 126.00 SF BENCHES STAIRS PERIMETER 42.00 FT BENCHES STAIRS VOLUME 6.99 CUBIC -FEET POOL/ SPA VOLUME 32.04 CUBIC -YARD TOTAL OF VOLUME OF CONC. 39.04 CUBIC -YARD DECK PERIMETER 0.00 FT DECK AREA 1065.00 SF i - .Y r� u, i i N z 0 cn a \tilt tilt ittt -: �> �•�� � y_ rs, ,���1KQ� I •• r - 0T . ' 1n U� - cn Zw -g w - d) Z z �� Wes' V 4� LL W LJ z o C7 = CL Z Lj a F- Z y Z cn C 17 , W ° QO N (If d �U w U V) CD J CO Ow W OF- 5 U) T- W w `�'_ Q L- O W 00 O Cfl O U U LLI a� > v W •O L0 Of LL. N .E W ►� CD Q m J Q t;1 Z � W NNN W 3 o a a DATE: 11 -12 -200 SCALE: AS NOTED DRAWN: P. P. RWEW: D. DRAWING NO. P -1 .Y r� u, i i