The URL can be used to link to this page

Home My WebLink AboutVOIDGENERAL N(,,,'5 -1 FLORIDA BUILDING CODE 2010, SWIMMING POOLS AND ALL APPLICABLE COUNTY AND CITY CODES SHALL GOVERN. I . FBC 2010 424.2.G. I CONFORMANCE STANDARD.- DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF AN5UN5PI 3 AN51/N5PI 4 AN51/N5P1 5 AN51/N51`I G AND AN51/AP5P 7. 2. FBC 424.2.G.3 WATER VELOCITY.- POOL PIPING SHALL BE DESIGNED 50 THE WATER VELOCITY WILL NOT EXCEED '10 FEET PER SECOND (3048 MM/5) -FOR PRE55URE PIPING AND 8 FEET PER SECOND (2438 MM/5) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND (2438 MM/5) IN COPPERTUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH AN51/A55P 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THI5 REQUIREMENT. 3. FBC 424.2.G.5 PIPING INSTALLATION.- ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTALLATION STANDARDS. EXCEPTION: PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED. 4. FBC 424.2.G.G ENTRAPMENT PROTECTION.- FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF AN51/AP5P 7. 5. FBC 424.2.8 VALVES: ALL VALVES ON POOL PIPING SHALL CONFORM WITH SECTIONS 424.2.8. 1 THROUGH 424.2.8.4. G. FBC 424.2.9 WATER SUPPLY: UNLESS AN APPROVED TYPE OF FILLING SYSTEM 15 INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE AUTHORITHY MAY BE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH BACKFLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED. 7. FBC 424.2.12. 1 PRE55URE TEST.- ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER OR AIR PRESSURE TEST OF NOT LE55 THAN 35 POUNDS PER SQUARE INCH (P51) (241 KPA) FOR 15 MINUTES. EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THI5 SECTION. 8. FBC 424.2.14.4 CONNECTIONS.- ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 9. FBC 424.2.15 GAS PIPING.- GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE, FUEL GAS. SEPARATE PLANS AND PERMIT REQUIRED 10. FBC 424.2.1 G ELECTRICAL.- ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE; NFPA 70, NATIONAL ELECTRICAL CODE, EXCEPT ARTICLE 80; AND NFPA 70. NATIONAL ELECTRIC CODE, ARTICLE G80. 1 1 . FBC 424.2. 17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT.- RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC 424.2.17.1 THROUGH 424.2.17.3 EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 134G: 12. PIPING- PIPING SHALL BE 5CH. 40 BEARING N.S.F. APPROVAL PER PBC 201 O R4101 13. STEEL- REINFORCING STEEL WILL CONFORM TO A.S.T.M. G 15 GRADE CO 14. SOILS- THE DE51GN BEARING CAPACITY FOR THI5 POOL SHALL BE A MINIMUM OF 2,000 P.S.F.. 15. CONCRETE- POOL WALLS E FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A MIN. 28 DAY COMP. STRENGTH OF 4,000 P.5.1. I G. TEMPERATURE- POOL OR 5PA TEMPERATURE SHALL NOT EXCEED 102° F. 17. POWER LINES- OVERHEAD ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 10 FEET FROM POOL WATER'S EDGE AND UNDERGROUND ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATER'5 EDGE OR IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE, ARTICLE C80. 18. NATIONAL ELECTRIC CODE- ELECTRICAL AND ALL BONDING SHALL BE IN COMPLIANCE WITH ARTICLE G80 19. CONTRACTOR MUST APPLY PROPER MEANS AND METHODS OF CONSTRUCTION TO PROTECT ALL EXISTING STRUCTURES. UNLESS OTHERWISE NOTED, THE DE51GN ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NOR HAS HE CONDUCTED ANY FIELD TESTS, EVALUATIONS OR 51TE VISITS. WITH RESPECT TO CONDITIONS AS THEY MAY EXIST AT THE SITE. THEREFORE, THE DE51GN ENGINEER 15 NOT RESPONSIBLE OF, AND ASSUMES NOT LIABILITY FOR, EXISTING STRUCTURES, INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPLICABILITY FOR EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING. THIS INCLUDES BUT IS NOT LIMITED TO ENCOUNTERING THE FOLLOWING: 'WALL ANCHOR RODS 'FOUNDATIONS OF SEAWALLS, BUILDINGS, POWER POLES 'BURIED VAULTS AND DRAINAGE STRUCTURES, AND OTHER BELOW GROUND STRUCTURES 20. SHOULD THE INTEGRITY OF A SEAWALL BE FOUND TO BE INADEQUATE OR BECOME COMPROMISED, THE CONTRACTOR SHALL IMMEDIATELY ENGAGE THE HOME OWNER IN CORRECTIVE MEASURES AS DIRECTED BY A LICENSED QUALIFIED SEAWALL CONTRACTING SPECIALIST. THESE PROCEDURES SHALL BE IN FULL COMPLIANCE WITH RECOMMENDATIONS MADE BY THE DE51ON ENGINEER AND LOCAL BUILDING OFFICIAL. THE CONTRACTOR AND OR HOMEOWNER SHALL SECURE THE STRUCTURE WITHIN 48 HOURS, BASED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT LIMITED TO, THE EMERGENCY INSTALLATION OF HELICAL PILES OR BATTER PILES. 21 . NOTE I - POOL LOCATION -THE DESIGNER AND THE ENGINEER A55UME NO RESPONSIBILITY TO THE LOCATION OF THE POOL, PATIO AND EQUIPMENT ENCROACHING INTO EASEMENTS, OR SETBACKS. 22. NOTE 2- PLAN PROPERTY -THE PLANS REMAIN THE PROPERTY OF THE SPECIFIED DESIGNER, ENGINEER AND CONTRACTOR AND CANNOT BE TRANSFERRED WITHOUT WRITTEN PERMISSION FROM THEM. 6�IGF SLOP-0, GBARE OLID COPPER 5E , o a WIRE,ALLAROU D POOL PERIMETER EDGE BU�� RyINE AND 4"WITHIN-GBBELOW GRADE. JUMPER SHALL BE INSTALLED IN AT LEAST 4 LOCATIONS EQUALLY SPACED AROUND THE PERIMETER AP OF THE POOL OR SPA W/APPROVED TERMINATION DEVICE �P� I \1ER�O��NO SNO 2) #3 CONT. QEEP AWG BARE SOLID COPPER BONDING JUMPER Tt11�K #3 @ 1 2" O.C.E.W. MIN. 3° COVER (CENTER) Rp,��ES STEELTEX FORM, MASONITE OR MIN. 1/8" PLYWOOD #3 @ 12" O.C.E.W. BOTTOM CENTERED FOR DEPTHS UP TO G' DEEP. G' MINIMUM THICKNESS TYPICAL WALL SECTION NOTE: SOLID COPPER WIRE 15 REQUIRED WHEN BURIED IN THE SANDSOIL UNDER A BRICK OR PAVER DECK TYPE SURFACE. THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTMAL BONDING GRID: A) METALLIC PARTS, B) UNDERWATER UGHTING, C) METAL FITT NG5, D) ELECTRICAL EQUIPMENT (PUMPS, HEATERS, ETC.), E) REBAR IN POOL STRUCTURE, F) METAL CABLES, G) METAL PIPING, H) FIXED METAL PARTS, 1) METALLIC SURFACES OF ELECTRICAL EQUIPMENT. t. j_ r--' WATER LINE 1 _l 2" COND. } z I ° COND. = 12V VAC LIGHTING NOTE: NO NICHE OR THE USE OF WHITE BONDING REQUIRED PVC IS PROHIBITED GLO-BRITE LIGHT DETAIL +ar., ::v�•r !•.:,:f .• 4" THICK REINFORCED '• '` CONCRETE SLAB PER F.B.C. 1820.3 FILTERBASE0 HEATER (IF INDICATED) PUMP MOTOR(5) WATERLINE TILE NOTE: • ANCHOR BOLTS THROUGH BASE WITH 1-314" X 3/ 1 G° TAP CON SCREW OR 3/8" ANCHOR BOLT FOR POOL PUMP 4 FILTER • HEAT PUMP - (4) ANGLE BRACKETS, EA 2-1/2" IN LENGTH. EACH BRACKET SHALL BE ATTACHED TO THE CONC. WITH (1) 1-3/4" X ,-j" TAP CON SCREW (OR JANCHOR BOLT) AND ATTACHED TO THE EQUIP WITH (1)' SELF TAPPING SHEET METAL SCREW. • POOL HEATER SHALL BE PROVIDED WITH A THERMOSTATIC OR HIGH PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 F • COMPLIANT WITH FLORIDA BUILDING CODE 2010 POOL EQUIPMENT ANCHORING I IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LESS THAN V-0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL 15 NOT DESIGNED FOR DIVING. 31 LINE 1:7 SLOPE MAXIMUM MAIN DRAIN PER R4101.21.3 LONGITUDINAL POOL SECTION WA NE STANDARD PACIFIC HOMES BRICK "RIVERBEND" - LOT 10" SCHWYN RESIDENCE 3034 NW RADCLIFF WAY, DN—T. ST. LUCIE COUNTY, FL #3 @ 12" O.C.E.W ° (SEE TYPICAL Proiect No: 17-0127 --- • .i. WALL SECTION) Date:12-05-2017 5WIMOUT / BENCH DETAIL VARIE5 JW I ' C3 WW ao_ H 5UN5HELF / STEPS DETAIL HOSE BIBB NOTE: AUTO FILL LOCATION TO BE DETERMINED IN FIELD TEE I BY PLUMBER I SHUT OFF VALVE BY PLUMBER I BY FOUNTAIN BLUE 1 " STUB OUT POOLS 111 I - TO SPA AUTO FILL AUTO WATERFILL DETAIL The concepts, drawings; designs, and logos represented in these sheets are the property ofthe respective owners. Any reproduction of this information is with the express authorization ofthe owners. This information can only be used in work the owners have authorized and any reproduction is strictlyprohibited without the express authorization ofthe respective owners. Written dimensions on these drawings shall have precedence over scale dimensions. An construction shall be in accordance with the accepted Florida Building, State, and Local Codes. HOUSE I I MW ENGINEERING INC O��Vv W Q�O e� e•e•��d�n%� Ro 'ry • m • ;q® • �LLI® • I g-f F: l OF �O• O n '�� 0 MARK E. WEBER, P.E. LIGSNSE #53895 68•iVo th State Road 7, Coconut Creek, FL 33073 Phone:954-617-8143 PAGE: 2 of 4