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Home My WebLink AboutPOOL PAPERWORK**** POOL DOCTOR hereby PROVES THIS DRAWING TO BE SEAL DATE I - - - n 0 AOUASTAR 32CDFL 32-CHANNEL DRAIN iB"%14'$WIMDDT WITILE�---------------------------------------------------------------- 311 GPM Q3.9 FTISEC THRU GRATE) SINGLE EDGE-3....... --------------------- --i UNBLOC%ABLE COMPLIANT WITH ASMEIANSI 32.39.8- 1 #8 BARE COPPER WIRE FOR 360 DEGREE WITH 4 JUMPERS TO BE 18" -24" FRO f(I WATERS EDGE \ 1 1 O FLOATING PER FB POOL POOL EQUIPMENT / EQUIP SHALL BE SCREENED IF REQUIRED BY LOCAL GFI LOCATION MIN 10 CODE & MAX OF 20' TO WATERSEDGE CONSTRUCTION NOTES APPROVALS & REV/SI NO. DESCRIPTION C C - E _ S S Z PAGE 1 OF SCALE: 1/8" = 1' 2017 OR EQUAL FENCE PERMIT # SLC1903.0423 FOR TYPE AND LOCATION, W/ SELF CLOSING AND LATCHING GATES AT 54" TO SWING AWAY FROM POOL POOL HOUSE _� LCEIVED EXISTING b M PATIO Lcunty, Permitting RESIDENCE NOTE: TOP OF POOL ELEVATION IS 6" LOWER THAN F.F.E. OF HOUSE Pool Doctor of The Palm Beaches - 1408 N Killian Dr. Suite 103 --- West Palm Beach, FL. 33403 - State License CPC1458452 561.586.2815 SPECIFICATI SIZE 14., POOL DEPTH: 3' - 6' 84' IFTFR• VOLUME: (GALLONS) 9,716 T__ POOL SO FTC 703 POOLAREA SO.FT.I 392 POOL PUMP: POOL FILTER: POOL INLETS: SKIMMER: POOL LIGHT: POOL HEATER TYPE: POOL HEATER SIZE: CLEANING LINE: CLEANING SYSTEM: CHLORINATOR: NANUY VSrrlrloc VS 1-I)ONrl JANDY CS150 3 1 1-COLOR LED NICHELESS N/A NIA N/A N/A SPA POOL S.F./ L.F. /GALI SPA JETS: SPA LIGHT: RAISED SPA: SPA COPING: SPA EXTERIOR: SPA SPILLWAY SIZE: AUTOMATED SYSTEM: BLOWER: BOOSTER PUMP: NIP NIP NIP N/A NIA NIA N11 NI/ N/I N/A NI/ COPING: OVERPOUR BY OTHERS INTERIOR FINISH: 6X6 (63 SO FT) 18"X14' 56' NIA NIA NIA 6' RAISED BEAM: 12' RAISED BEAM: ACTUATORS: ALARMS: FL 18' RAISED BEAM: 24' RAISED BEAM: ELECTRIC: OVERFLOW LINE: 36' RAISED BEAM: N/A NIA NIA NIA NIA GLASS BLOCK TYPE: N/A POOL ENCLOSURE GLASS ROWS HT: N/A GATES: GLASS ROWS WDTH: WA I BABY FENCE: WATER FEATURES DECK JETS: N/A SHEER DESCENT: BUBBLERS: NIA LYONS HEADS: AUTO FILL: NIA WATERFALL/ROCP THERAPYJETS: I N/A OTHER A Custom Pool Designed Especially For: SCANNED IANNICCERI, ANN BY 12739 REFUGE LANE St. Lucie County JENSEN BEACH, FL 34957 772-361-5061 =]I h pAKHAM ILE C01 ,:3�.� No 7 6 :�A IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND �i'n C �� SEALED AND THE SIGNATURE ice', ELECTRONIC OPIESN ANY THERAPYJETS: I N/A OTHER A Custom Pool Designed Especially For: SCANNED IANNICCERI, ANN BY 12739 REFUGE LANE St. Lucie County JENSEN BEACH, FL 34957 772-361-5061 =]I h pAKHAM ILE C01 ,:3�.� No 7 6 :�A IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND �i'n C �� SEALED AND THE SIGNATURE ice', ELECTRONIC OPIESN ANY WATERLINE DECK & OVERPOUR B': JWNER 4" MIN. CONCRETE DECK; SLOPE 1/ :3"- = 6 Ll 4" FT. AWAY FROM WATERS EDGE #8 BARE COPPER WIRE FOR 4" THICK MINIMUM CONCRETE PAD OR TO DECK DRAINS. DECK TO BE TO BE 4" ABOVE GRADE FOR CONSTRUCTED OF 3,000 P.S.E. 360° WITH 4 JUMPERS TO 6" EQUIPMENT PER F.B.C. 1821.1 CONCRETE CANTILEVER FIBERMESH MA BE USED IN LIEU BE 18" TO 24" FROM TILE DETAIL N.T.S. WATERS EDGE EQUIPMENT SLAB CAP POURED IN PLACE. OF WI MESH EQUIPOTENTIALBONDINGGRIDDETAIL NTS FIBERMESH MAY BE USED IN LIEU OF WW WATER PER FLORIDA BUILDING CODE INSTALL LINE _-x-x-x- X- N.T.S. BONDBREAKER 8 _ 13"- - 4" X 6" ADAPTION OF N.E.C. 2014 SEC 680.26 FEATURE STRIP � r BOND BETWEEN CAP 8 BEAM IMPORTANT NOTE: TOP OF BEAM TILE W12-#3 NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY MIN I VERTIC END CONT POOL LESS THAN 8'0" DEEP AND SPECIFICALLY DESIGNED 3'•-3'SHA DEEP FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. I •I I CENTER 1:7 MAXIMUM ' LINE SLOPE MAIN 11 DEG. (TYP.) MAX. SLOPE (TYP.) MAX LONGITUDINAL POOL SECTION N.T.S. SWIMOUT DETAIL N.T.S. Pool Doctor of The Palm Beaches 1408 N Killian Dr. Suite 103 West Palm Beach, FL. 33403 State License CPC1458452 561.586.2815 `M\ In. 6" MIN. GUNITE/ AP PR ED •I SHOTCRETE WALLS 8 LOOR WITH #3 BARS @ FI SH 12" O.C./ E.W. BOTT. CENTERED (FOR O DEPTHS TO STEELTEX 6' - 0") FORM, KRAFTBOARD TYPICAL WALL OR EQUIV. SECTION N.T.S. EARTH N.T.S. STEP DETAIL STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER A Custom Pool Designed Especially For: IANNICCERI, ANN 12739 REFUGE LANE JENSEN BEACH, FL 34957 772-361-5061 =sue' ND 721 IF SIGNED DIGITALLY ABOVE, �'O• ; �'� PRINTED COPIES OF THIS DOCUMENT ARE NOT ,iQ�� ' CONSIDERED•\�� , ' SEALED AND THE SIGNATURE MUST BE VERIFIED ELECTRONIC COPIES ANY 2" POOL WASTE PRESSUR snUGE & R TAIN ON SITE AIR R IEF VALVE DANDY CS150150- Dandy VSFHP765JEP 1.65 THP FloPro SQUARE -FOOT SINGLE FILTER Variable Speed Pump 85 GPM @ 35 ELEMENT CARTRIDGE TDH SELF -PRIMING W. APPROVED FILTER 1jl HAIR AND LINT STRAINER PUMP W/ HAIR & u • .c�P, cT ti STRAINER p A 0 z r Z Z2. N, m 3 m00aa Dm�� D F 9ZD AaA: D' Dm,z mjI z: y LI m Q WOO v. TDH CALCS• PIPING & FITTINGS: 10 TDH FILTER: 10 TDH PIPING SCHEMATIC TOTAL 20 TDH N.T.S. EXISTING PANEL 2P 60A BREAKER FEEDING POOL 33W PVC CONDUIT W/2 #6 HOT, r1 #10 GRND. 1 #10 NEUTRAL EXISTING METER O POOL PANEL WP GFI 10- TO 20 FROM WATER 2#12, 1 #12 GRND. 48"MIN. J' POOL POOL PUMP 3 #12, 1 #12 GRND. Z3o I 1. INPOOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECTWITH 1"NON-CORROSIVE #8BARECOPPERWIRE I, m3 ONDUIT 2 ALL ELECTRICIATO COMPLY WITH 2O14 NATIONAL ELECTRICAL CODE ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION 3 #1-#12 THHN CU WMN W MIN. CONDUIT FOR POOL UGHT(S). 4. ALL POOL PUMPS TO BE GICI PROTECTED PER NEC 680.22(B). (1) 12V 20W NICHELESS 5. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL -BY OTHERS. L.E.D. LIGHTS (POOL) 6. PROVIDE W.P.G.F.I OUTLET 10'MIN- 29 MAX FROM WATERS EDGE ELECTRICAL RISER DIAGRAM N.T.S. ELECTRIC BY OWNER MINIMUM 18" BELOW WATER LINE POOL LIGHT U.L LOW VOTLLIGHT-- APPROVED_ NICHELESS LIGHI— 1 %... PVC CONDUIT FROM 12V TRANSFORMER POOL LIGHT NICHE DETAIL N.T.S. Pool Doctor of The Palm Beal 1408 N Killian Dr. Suite 103 West Palm Beach, FL. 33403 State License CPC1458452 561.586.2815 AOUASTAR 32" CDFL CHANNEL DRAIN 4316 GPM @ 3.9 FT/SEC THRU GRATE. SINGLE UNBLOCKABLE OR EQUAL .MAIN DRAIN SUCTON LINE TIED TOGETHER AS SHOWN ABOVE -PIPE SIZE PER PLAN �8 112" ROOK BED CLOTH (RECOMMENDED) WELL POINT NOTE: 25.9 SQ IN OPEN AREA, 316 GPM= 3.9 FEET PER SECOND CHANNEL MAIN DRAIN DETAIL ALL POOL & SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED & ACCEPTED BY A RECOGNIZED TESTING FACILITY & COMPLY WITH ANSI/ASME A 112.19SM."SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS & WHIRLPOOL BATHTUB APPLIANCES TO RLTER WATER LEVEL SKIMMER DETAIL N.T.S. PUMP FRAME FILTER TANK MOUNT 1 3/4" X 3116" TAP CON. II9M FILJ PUMP ER FIBERMESH MAY BE USED IN LIEU OF W WF POOL PUMP FILTER ANCHOR POINTS (III ®(III `"P.) POOL EQUIPMENT ANCHORING & SLAB DETAIL SEE NOTES PAGE 4 N.T.S. A Custom Pool Designed Especially Fo IANNICCERI, ANN 3�.� No 6 12739 REFUGE LANE ; *:\ JENSEN BEACH, FL 34957 _ 772-361-5061 Al- L—A .may Ch r'1") M O U " q � W W� O ti I h 00 M 00 00 W� O O b N }�. .. IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 4/5/2019 RESIDEW I POOL NOTES: • 2017 Florida Building Code (FBC), 6`n Edition and all other codes, rules, regulations, and restrictions having jurisdiction on the project shall govern including FBC 6`n Edition Building, Residential, Fuel Gas and Energy Conservation • FBC 6`n Edition Energy Conservation R403.30, ANSI/APSP-14 and C404, Service Water Heating has been met for this project • FBC 61n Edition Residential Chapter 45: Swimming Pools and Building Chapter 4, Section 454 Swimming Pools and Bathing Places (Public and Private) shall specifically govern • FBC-6th-Edition-R4501.6: Engineering Design has been met for -this project, including codes and references specifically within including R4501.6.1 Conformance Standard: Design, construction and workmanship shall be in conformity with the requirements of ANSI/APSP/ICC 3; ANSI/APSP/ ]CC 4; ANSI/APSP/ICC 5; ANSI/APSP/ICC 6; ANSI/APSP/ICC 7 • FBC 6`n Edition Building Chapter 4, Section 454.1.6.5.10.4 If the area is subject to high ground water, the pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices • FBC 6th Edition R4501.21.4 Hydrostatic Relief Device. In areas of anticipated water table an approved hydrostatic relief device shall be installed • FBC 6`n Edition R4501.6.3 Water velocity. Pool piping is designed so the water velocity will not exceed 10 feet per second for pressure piping and 8 feet per second for suction piping. Main suction outlet velocity complies with ANSI/APSP/ICC 7. Exception: Jet inlet fittings shall not be deemed subject to this requirement • Concrete shall conform to the latest edition of ACI 301 and ACI 318, with minimum 28-day compressive strength of 3,000 psi. Pool concrete can be applied pneumatically and shall conform to ACI 506.2 • Reinforcing Steel shall conform to the latest edition of ASTM A615, Grade 60 and have a minimum lap distance of 18" for tension and compression development and to meet the requirements of ACI 318 • FBC 61n Edition Building 1903.3 Glass Fiber Reinforced Concrete GFRC and the materials used in such concrete shall be in accordance with the PC] MNL 128 Standard, if shown on the drawings • Pool Piping shall be N.S.F approved and Schedule 40 • The Engineer is not responsible for any encroachment into easements or setbacks, even if approved by the AHJ • These drawings are the property of Wayne Markham Bennett, P.E. Use of these drawings without permission from the Engineer is prohibited and in violation of 2017 FBC 61h Edition • Use of these drawings by the Contractor indemnifies and holds harmless the Engineer for all costs and damages including legal fees resulting from material fabrication, system erection and construction practices beyond which is called for Local, State and Federal Codes and from deviations of these plans except as expressly provided herein • Existing conditions, dimensions and quantities shall be field verified by Contractor prior to construction. Typical field conditions are assumed in the design. Should anything differ from that specified herein or standard field conditions, additional engineering may be required and the Engineer shall be contacted to provide direction. Care shall be taken by Contractor in all applications of these drawings. The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. These drawings shall not be scaled, written dimensions shall take precedence. Contractor shall be responsible to locate and install items in a location that meets local codes • NDPES: A silt fence shall be installed prior to construction surrounding the work area meeting the requirements of the AHJ • Contractor shall be responsible to secure and protect all material brought on site, shall restore all areas impacted by the construction work to the preexisting condition or better and shall not impact drainage/lake or any other easements without easement owner consent POOL EQUIPMENT and ANCHORING: • Pool Equipment Elevation shall be at a minimum of the Design Flood Elevation (FBC 6`" Edition Residential R322.1.4) plus 1 foot or according to the Authority Having Jurisdiction • FBC 6`n Edition Building 1620 HVHZ Wind Loads and 1621 HVHZ Overturning Moment and Uplift Pool Equipment shall be designed, constructed and installed to meet the requirements of ASCE 7. Equipment tie down shall be as follows, Heaters 4 total (1 per side or 2 per opposite sides); Others 2 total: 3-1/2" minimum thick, 3000 psi concrete slab, 3" larger than on each side than the equipment;''/." diameter Tapcon® Concrete Screws (1600# tension, 1290# shear, 1-1/2" embedment in 2000 psi concrete) or equal with stainless steel fender washer into factory provided hold downs or 1" wide, 14 gauge galvanized straps with 2 stainless steel, #10 x%" Pan Head Phillips SS screws each strap into metal frame of equipment • FBC 6`n Edition Building 1907.1 General The thickness of concrete equipment slab supported directly on the ground shall not be less than 3-1/2 inches thick and shall not require a vapor barrier. • FBC 6`n Edition Residential M1305.1.4.1 Ground Clearance Equipment supported from the ground shall be level and firmly supported on a concrete slab extending not less than 3" above adjoining ground • FBC 6`n Edition Residential M2006 Pool Heaters shall specifically apply, if a heater is provided • Equipment Location and Screening: The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. Contractor shall be responsible to locate and install items in a location that meets local zoning code and to provide code compliant landscape or fence screening SWIMMING BARRIER REQUIREMENTS: • FBC 6`n Edition Residential 11001.17.1.1 through R4501.1.17.1.15 Residential Swimming Barrier Requirements Barrier shall be a minimum of 48 inches above grade, with maximum of 2" clearance at bottom. No gaps greater than a 4-inch sphere. Access gates shall be self -closing, with self -latching device located minimum of 54 inches above grade on the pool side and swing outward away from the pool. All doors and windows providing direct access from the house shall be equipped with an exit alarm complying with UL 2107. A baby fence around the perimeter of the pool meets this requirement. A Swimming Barrier around the pool area that meets the above code is required prior to final pool structural inspection and filling of the pool, by separate permit FLOOD ZONE: • FBC 6`n Edition Residential R322 Flood -Resistant Construction structures constructed in whole or part in flood hazard areas shall be designed and constructed in accordance with the provisions of this section, especially R322.1.2 Structural Systems, 322.1.3 Flood -Resistant Construction and R322.2.5 Pools in Flood Hazard Areas. If structures constructed in whole or part in floodways shall be designed and constructed in accordance with ASCE 24 and the construction of this pool will not increase the design flood elevation at any point within the jurisdiction ELECTRICAL CODE. NOTES and BONDING: cn • 202 Wiring Methods E4203 Equipment FBC 6 Edition Residential Chapter 42 Swimming Pools (Electrical Provisions) shall specifically govern including E4 g Locations and Clearances, E4204 Bonding, E4205 Grounding and E4206 Equipment Installation • FBC 6`n Edition Residential E4203.6 Overhead Conductor Clearances and FBC 6`n Edition E4203.7 Underground Wiring shall specifically govern • FBC 6m Edition Residential E4204 Bonding Equipotential bonding shall be required. The parts (Conductive Pools Shells, Perimeter Surfaces, Metal Components (such as Light Niche or Handrail), Underwater Lighting, Metal Fittings, Electrical Equipment and all fixed metal parts) shall be bonded using a single solid #8 AWG Bonding Wire, placed around the perimeter 18" to 24" from the pools water edge, placed 4" to 6" below grade, following the contour of the perimeter surface, connected to the structural steel reinforcing in four (4) uniformly spaced locations by exothermic welding or by listed pressure connectors or clamps that are labeled as being suitable for this purpose and are of stainless steel, brass, copper or copper alloy. This single solid #8 AWG wire will extend under concrete, pavers and unpaved surfaces • FBC 6th Edition Residential E4204.3 Pool Water: Where none of the bonded parts is in direct connection with the pool water, the pool water shall be in direct contact with an approved corrosion -resistant conductive surface that exposes not less than 9 in.2 (5800 mm2) of surface area to the pool water at all times. If 9 si is not accomplished by the bonded items above, a PoolBond PB-2008 (10.1 si), or equal shall be installed in accordance with the manufactures instructions in a return line • FBC 6`n Edition Residential E4203.1.3 GFCI protection shall be provided for pool pump motors • FBC 6th Edition Residential R4501.16 Electrical. Electrical equipment wiring and installation, including the bonding and grounding of pool components shall comply with Chapter 27 of the Florida Building Code, Building. Outlets supplying pool pump motors connected to single-phase 120-volt through 240-volt branch circuits, whether by receptacle or by direct connection, and outlets supplying other electrical equipment and underwater luminaires operating at voltages greater than the Low Voltage Contact Limit, connected to single-phase, 120 volt through 240 volt branch circuits, rated 15 or 20 amperes, whether by receptacle or by direct connection, shall be provided with ground -fault circuit interrupter protection for personnel ,`ttttttttt • 2014 National Electrical Code (NEC), NFPA 70 shall govern outside of the provisions above S% op,FtKHgy1 • NEC 430.32 Continuous -Duty Motors such as Pool Pump Motors shall have overload protection `,��;v�G �N g'• F�L �i� A Custom Pool Desi ned Es eciall For' = ��\No O b � Pool Doctor of The Palm Beaches 9 P J = *=— \.* 1408 N Killian Dr. Suite 103 West Palm Beach, FL. 33403 State License CPC1458452 561.586.2815 IANNICCERI, ANN 12739 REFUGE LANE JENSEN BEACH, FL 34957 772-361-5061 Z IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS F 14 DOCUMENT ARE NOT CONSIDERED SIGNED AND •\�+,� SEALED AND THE SIGNATURE p� MUST BE VERIFIED ON ANY �� A1V�?U ELECTRONIC COPIES