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11-980-002GENERAL NOTES: 1. -ALL POOL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE BUILDING CODE AND REQUIREMENTS. 2.- CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES FROM DAMAGE AND /OR FAILURE BY ANY ACCEPTABLE METHOD, AS REQUIRED. 3. -THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SAFETY OR ADEQUACY OF ANY EXISTING STRUCTURE. 4. -THE DESIGNER IS NOT RESPONSIBLE FOR THE POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR/ OWNER SHALL VERIFY THE LAYOUT OF THE POOL AND ITS DIMENSIONS PRIOR TO CONSTRUCTION. 5. -THE OWNER SHALL CONSULT WITH AN EXPERIENCED POOL CONTRACTOR PRIOR TO THE DRAINING OF THE POOL. SINCE DRAINING THE POOL WITHOUT ELIMINATING THE HYDROSTATIC UPLIFT PRESSURE, MAY CAUSE SERIOUS DAMAGE TO THE POOL STRUCTURE. 6. -ALL METALLIC COMPONENTS, FIXTURES, EQUIPMENT AND REINFORCING STEEL SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON GROUND. 7. -WATER SUPPLY AND DISPOSAL LINES SHALL BE INSTALLED SO THAT THEY DO NOT HAVE A CROSS CONNECTION WITH ANY EXISTING DOMESTIC WATER SUPPLY OR DISPOSAL SYSTEMS. 8. -NO DIVING BOARD OR DIVING SHALL BE ALLOWED ON ANY POOL WITH A DEPTH OF LESS THAN 8 FEET. THIS POOL IS NOT DESIGNED FOR DIVING. 9. -BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. 10. -POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW NON THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4' -0" CENTERS WITH CLEVIS HANGERS. 11. -ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 12. -ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 13. -POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH FBC SECTION 424.10 (WITHIN LOT LINES) AREA WILL NOT POUND OVER 1 HOUR AFTER THIS DISCHARGE OR INTO SPRINKLER SYSTEM. 14.- SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C. 2004 STANDARDS 424 AND ANSI /NSPI -8, ANSI /NSPI -5 15. -ANTI VORTEX MAIN DRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 16. -A 12 "x12" MAIN DRAIN GRATE MAY BE SUBSTITUTED FOR ANTI VORTEX TYPE. 17. -ALL POOL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH SECTION 630 OF THE NATIONAL ELECTRICAL CODE. 18. -ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 19. -NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10' -0" OF POOL'S WATER EDGE. 20.- SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUBMITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND _LOAD CALCULATIONS, IF NECESSARY. 21. -THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES IN RELATION TO THE POOL AND ITS EQUIPMENT AND SHALL INSURE MINIMUM CLEARANCE REQUIREMENTS IN ACCORDANCE WITH THE LOCAL CO.'S. 22.- CONTRACTOR SHALL ENSURE THAT ALL METALLIC POOL FITTINGS WITHIN FIVE (5) FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL WITH A # 5 AWG COPPER WIRE. BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.17.1.1. THRU 424.2.17.1.10 & 424.2.2. WARNING SIGNS 1.- A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH F.B.C. 5007.5 & ANSI /NSPI -3. POOL SAFETY DEVICES: AS PER THE FLORIDA BLDG. CODE, THIS POOL AND /OR SPA SHALL BE PROTECTED (AT THE OWNER'S EXPENSE) FROM UNATHORIZED ACCESS IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1.- A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART OF THE HOUSE AS A BARRIER. THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE COMPLIANCE WITH R4101.17 OF THE FLORIDA BUILDING CODE 2004 EDITION. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE IS TO BE USED AS A BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FT. AND IS EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND INMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. 2.- A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE WATER. THE NET OR COVER SHALL BE IN COMPLIANCE WITH ASTM F1346. 3. -A CHILD SAFETY FENCE (KIDDIE FENCE) AMINIMUM OF 48 INCHES IN HEIGHT SHALL BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS. 4. -A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED IN COMPLIANCE WITH ITEM 3 ABOVE. 6" POOL WALLS W/ #3 ®10 "O.C.EA. W. DRILLED 6" INTO EXISTING POOL POOL WALL W/ H S EPDXY - TYPICAL- REINFORCING PLAN 1/4'=l'-O" I"I ^,TER LINE 0o(D 1- to • < 20 A 3 # 12 1/2" C DECK limm AL CONDUIT 20 A 3 # 12 1/2" C OIL � O B Tkl O 3 12 /2" C 20 A FFo__ 10' MIN. 0 20' MAX. - POOL PUMP ( ( OO \-1" NON METALIC CONDUIT TO JUNCTION BOX 200 WATTS- 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE SEAL NICHE SUCTION LIt• CONCRETE BASKE (MIN. 75 SQ. IN. ELECTRIC DIAGRAM AA II 1[`TA DI � 1111 SKIMMER :IR HOUSE 0 PANEL O 0 3 # 12 1 /2" C 20 A 1 3 # 12 1/2" C 20 A ELECTRIC LEGEND A@POOL LIGHT SWITCH ©GFI RECEPTACLE ©POOL PUMP OD JUNCTION BOX & PUMP SWITCH (E)TRANSFORMER FOJUNCTION BOX ©TIME CLOCK 1 1 /7" DIDC VE ST PC VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD ANTI ENTRAPMENT VENT LINE 1 1/2" HYDROSTATIC VALVE �- SET IN 3/4" WASHED ROCK BED EXISTING POOL SHELL TO BE - TYPICAL- FILLED IN W/ LIGHT WEIGHT CONCRETE TO CREATE NEW POOL AND WATERPROVED W/ XYPEX OR EQUIVALENT BEFORE SECTION A FINISH MATERIALS ARE APPLIED. WATER LIN 1/4'=l HYDROSTATIC UPLIFT (A) WATER LEVEL: 9.0 FEET MSL (B) POOL DEPTH: 5.0 FEET (C) FLOOD CRITERIA: 6.0 FEET MSL (D) POOL BOTTOM ELEVATION (A -B) 4.0 FEET MSL (E) UP -LIFT HEAD (C -D) 2.0 FEET (F) HYDROSTATIC VALVE: -2.0 FEET G BOTTOM AND WALL SLABS: -2.5 FEET TOTAL ADJUSTED HEAD (E +F +G): 0 FEET # 8 SOLID C.U. 18" MIN. TO 24" MAX. FROM CONTOUR OF POOL 360 DEGREES WITH 4 EQUAL BONDING POINTS TO THE POOL STEEL 6" DEPTH MIN. A # 8 C.U. SOLID B POOL B STEEL B REBAR B APPROVED FOR DIRECT BURIAL ei:::? #8� A SPLIT BOLD A APPROVED CLAMP STEEL \ #8 B A # 8 C.U. SAME LEVEL r SOLID & TRENCH AS SUPLY POOL & RETURN WATER PIPE TO PUMP EQUIP. ALTERNATE DESIGN EQUAL TO THE EQUIPOTENTIAL BONDING GRID REQUIREMENTS OF THE 2005 EDITION N.E.C. 680.26 (C) 1 1/2" POOL RETUR 2" SKIMMER 2 1/2" MAIL` 2" VACUUM CARTRIDGE FILTER 175 SQ. FT. 1 1/2" WA POOL PIPING ISOMETRIC L1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED - TYPICAL- SECTION B 1/4"=10-0" N O T E : D E T A I L S A R E N O T TO S C A L E DECK o )K-WATER LINE 0 0 (c) =A1 (a) RISER HEIGHT MUST BE UNIFORM (b) +/- 2" FROM THE UNIFORM RISER HEIGHT (c) CONTRASTING TILE AT EDGE STEPS DETAIL 7 d" POOL COPING X a 2" TILE STRIP OF CONTRASTING COLOR CITY OF SJUT,I r,. , •;'R A P Y S E A T BUILDING DEPT. :: i r-,UCTUP,AL SECTION "jvLD 5Y INTERLOCKING PAVERS ON COMPACTED SAND RECIRCULATION PUMP 1.5 HP COPING PAVERS DETAIL SHEET 2 of 2 JOB NO. 11 VA03 DATE 09-25-11 REVISIONS LJJ U zw L,J w F-- (n Q o LJJ � o tl:� Ln LL_ J 0 3i O . � Z Ui Q Cow N z(D 0 U ,a F W LLJ a z LLJ Li > Q 0) > Q o W 00 O N In O Q o In C) VV x' D Vii�tar,�Reeve � �;•