The URL can be used to link to this page

Home My WebLink AboutPOOL PATION - SPAPATIO POOLS I SPAS WALL SECTION 8' N a „ „ 8'-10„ 6 -1 6'-10" 8 O 8 -1 a 7,_3„ a c::D: U I LN 1�2L I SEDONA - 675 PARADISE - 090 FORT MYERS - 075 COVE - 6SQ HAVEN - 60CT LIDO - 7SQ ISLE - 8RD DIAMOND - 8DIA GRANDE - 80CT SARASOTA - 9R INSIDE DIM: 8'-0"x14'-O" INSIDE DIM: 9'-11"x14'-9" INSIDE DIM: 7'x15' WEIGHT: 225 LBS WEIGHT: 310 LBS WEIGHT: LBS DEPTH: 3'-6" DEPTH: 3'-8", 4'-6" DEPTH: 4'-0" AREA: 26 SO FT WEIGHT: 0 S LBS AREA: 52.5 SO FT WEIGHT: 9 S LBS AREA; 42 Ba FT WEIGHT: 4 S LBS WEIGHT: 4 S LBS AREA: 30 SO FT AREA: 39 SO FT FT AREA: 44 SO FT AREA: 54 SO FT VOLUME: 2,750 GAL. VOLUME: 2950 GAL. VOLUME: 2650 GAL. PERIMETER: 21 FT PERIMETER: 29.5 FT PERIMETER: GAL PERIMETER; 20 FT PERIMETER: 24 FT VOLUME: 450 GAL PERIMETER: 24 FT PERIMETER; 26 FT AREA: 98 SQ.FEET AREA: 107 SQ.FEET AREA: 95 SQ.FEET VOLUME: 300 GAL VOLUME: 350 GAL VOLUME: 400 GAL VOLUME: 500 GAL VOLUME: 550 GAL VOLUME: 750 GAL PERIMETER: 39 LIN.FEET PERIMETER: 40 LIN.FEET PERIMETER: 38 LIN.FEET GROUND LEVEL r 3'-7" 31 10'-6" 12' 10'-3" 10' g 7' 8' D CHAMPAGNE - 747 MARGARITA - 746 ROYALE lOK NASSAU - lOKL CHARLOTTE - 12K WEIGHT: L13S WEIGHT: LBS WEIGHT: 320 LBS WEIGHT: 360 LBS WEIGHT: LBS AREA: 79 SO FT AREA: 64 SO FT AREA: 43 SO FT AREA: 51 SO FT AREA: 85 SO FT PERIMETER: 28 FT PERIMETER: 36 FT PERIMETER: 26 FT PERIMETER: 28 FT PERIMETER: 30 FT VOLUME: 880 GAL VOLUME: 700 GAL VOLUME: 700 GAL VOLUME: 750 GAL VOLUME: 950 GAL LAKESIDE - 085 CRYSTAL SPRINGS - 105 CRYSTAL REEF - 727 INSIDE DIM: 8'-3"xi6'-3" INSIDE DIM: 10'-3"xi6'-3" INSIDE DIM: 12'-8"x16'-4" I I 3'-1" DEPTH: 4'-4" DEPTH: 4'-2" 5'-0" DEPTH: 5'-2" I---� r---I T-10" 4, 3'-5"----t--- t- VOLUME: 119 GAL. VOLUME: 119 GAL. VOLUME: 4300 GAL. -r( —� AREA: 119 N.FEET AREA: 45' SQ.FEET AREA: 147 LIN.FEET PERIMETER: 42 LIN.FEET PERIMETER: 45' LIN.FEET PERIMETER: 46 LIN.FEET 20'-1 " 18'-2" 13'-5" 10" 11' MONTREAL - 730 VANCOUVER - 734 SYDNEY - 740 WEIGHT: 750 LBS WEIGHT: LBS AREA: 120 SO FT WEIGHT: LBS AREA: 99 SQ FT PERIMETER: 46 FT AREA: 151 SO FT PERIMETER: 39 FT CRYSTAL BEACH - 728 CYBERLANE - 751 CRYSTAL COVE - 729 VOLUME: 2100 GAL VOLUME: 2050 GAL PERIMETER: 50 FTVOLUME: 3550 GAL INSIDE DIM: 12'-8"x16'-4" INSIDE DIM: 8'-6"x17' INSIDE DIM: 10'-11"x17'-11" DEPTH: 5'-2" DEPTH: 4'-9" DEPTH: 5'-0" VOLUME: 4000 GAL. VOLUME: 3400 GAL. VOLUME: 3300 GAL. r----�` AREA: 147 SQ.FEET AREA: 120 SQ.FEET AREA: 141 SQ.FEET 3'-9" 3'-9" PERIMETER: 46 LIN.FEET PERIMETER: 51 LIN.FEET PERIMETER: 47 LIN.FEET 3'-4" DECKS 14'-4" � Ltik `iJ:1 t":! WALL SECTION {' FILE COPY 16'-0" N NOTES: POOL/SPA DESIGN CONFORMS TO THE FOLLOWING: ANSI/NSPI-3, 5, 7, 15 IAPMO REPORT ER 0298 CANYON LAKE — 160 CYBERLANE - 750 2017 FLORIDA BUILDING CODE REV DESCRIPTION DATE APRV INSIDE DIM: 10'-0"x19'-0" INSIDE DIM: 7'-6"x22' 2017 RESIDENTIAL FLORIDA BUILDING CODE DEPTH: 3'-6" DEPTH: 4'-9" 2017 INTERNATIONAL PLUMBING CODE VOLUME: 3,500 GAL. VOLUME: 4240 GAL. FUN DECK — 444 2014 NATIONAL ELECTRICAL CODE AREA: 144 SQ.FEET - AREA: 159 SQ.FEET 2017 MECHANICAL CODE AECC/SAN JUAN POOLS PERIMETER: 54 LIN.FEET - PERIMETER: 70 LIN.FEET WEIGHT: 1000 LES 2017 FLORIDA POOL & SPA CODE AREA: 172 SO FT r PERIMETER: 56 Fr RECEIVED BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. seaaed By VOLUME : 1435GAL 2302 LASSO LANE Steven W. Schaub --- LAKELAND, FLORIDA 33801 State of Florida GROUND LEVEL --- 1, 6 APR 19 2018 (863) 666-3020 License No.: 60509 i r—J3'-4" ST. Lucre county, Permitting I` 1 Date Checked Py ffO343:1:8 MAY 2016 KVT 14 d 3 a o Title sheet q PATIO POOLS / SPAS / DECKS 1 of 2 GENERAL CONSTRUCTION NOTES:- -Spa installation shall be by a qualified and licensed (approved by local building department and San Juan pools) pool contractor. The installation shall conform to all state and local building codes, as well as tenants of any association with Jurisdiction. 2) —This drawing is prepared for below ground installation on level sites only. For partially or completely above ground installation, sloping sites, near foundations or other special circumstrances, other engineering analysis and details are required. 3) —Water supply and disposal shall be so arranged that there is no cross connection with domestic service. 4) —Main drain cover to be certified as complient with ANSI/ASME A112.19.8M-1987 securely fastened in place. 5) —Filtration systems, components and equipment shall comply with the latest revision of ANSI/APSP-7 2009. 6) —Entire spa water capacity shall have designed turn over capacity of at least once per hour, based on the manufacturer's specified rate of the filter in a clean media condition of the filter. 7) —All electric shall conform to N.E.C. No overhead high tension wires shall pass within 20 feet of spa or feed wires within 10 feet of spa. 8) — Concrete shall be 2500 psi at 28 days. Spa bottom to be placed in 4" Min. of sand or 3/8" max. dia. stone. Conc. Slab to have 6x6, #10/1Owwm suspended in concrete and #8 solid copper. 9) —Install 12 volt light. When allowed by local code. Higher voltage shall be GFI protected per NEC. At Installers option LED or Fiberoptic Lighting may be used. 1 0) — Supports and steps shall be properly reinforced and of sufficient structural strength to safely carry all anticipated loads. 11) —AII pipe to be PVC schedule40 suitable for potable water or equivalent, or per local code. 12) —Max. velocity in pressure piping to be 8' per second. 13) —Max. velocity in suction piping to be 6' per second. 14) —A disconnect switch shall be accessible, located within sight of spa and shall be located at least five feet (5') horizontally from the inside walls of the spa. Typical properties of a REINFORCED FIBERGLASS spar Barcol hardness of 30 mil gel coat Glass content by weight Tensile strength, PSI at 77 F Tensile elongation Flexural strength, PSI at 77 F Flexural modulus, PSI x 10 at 77 F Izod Impact FT—LBS/Inch of notch Compressive strength, PSI Typical thickness inches 7 1/4" MIN 18" env 9 7/8" 42" FIBERGLASS SHELL 40 — 50 27% 19,500 1 — 2% 23,800 — 27,600 0.72 — 0.77 5.9 25,000 to 38,000 3/8" FIBERGLASS SHELL SHALL HAVE MIN. 5/8" THICKNESS ® ABOVE GROUND RETAINING POTION OF SHELL 2x2 WOOD STRUTS (3) STRUTS ON LONG SIDES (2) STRUTS ON SHORT SIDES CONC. FOOTING (TURNDOWN) & SLAB W/ 2 #4 REBAR PAVERS PER FT MIN SAND BACKFILL 6" MIN NOTE: APPLIES TO SEDONA POOL (12" MIN FOR & CANYON LAKE POOL ONLY EXPANSIVE SOILS) RAISED BEAM WALL SECTION NOT TO SCALE FILTER c BIBE N SKIMMER 2 MAIN DRAINS OPTION NTS NOTES: (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. MINIMUM SEPARATION OF LINES ENTERING SPA. (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN TO 18" FROM EQUIPMENT. (3) MAIN DRAIN LOCATED NEAR DEEPEST PART OF THE SPA ON WALL 4" TO 6" OFF FLOOR. (4) SPA MUST HAVE MAIN DRAIN MINIMUM 3'—O" APART OR SEPARATED ON DIFFERENT PLANES. (5) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. MAIN DRAINS CAN NOT BE VALVED SEPARATELY. 3' MIN. OPTIONAL COATING I W DECK W/ 8X810X10 WIRE MESH OR F118113WESH 2500 P81 CONCRETE MN 1- 11 SOLD COPPER BOND AROUND ENTIRE PERIMETER 18' TO 24' FROM WATERS ®OE 1 SLOPE ATI 1/4' PER FOOT GRADE LB_ �FOOTER AS REQ'D 1—#5 CONT. or 2—#3 CONT. PLACE CONCRETE DECK ABOVE AND BELOW POOL WALL LIP W/ 45' SHOVEL CUT 1' CLEAN COMPACTED FILL ELECTRIC PANEL MANUAL MOTOR STARTER SWITCH NO. 12 !,,IN , THW BOND WIRE TIME CLOCK 12 MIN. THW BOND WIRE 12 IN 3/4" SCH 40 PVC AREA ELECTRICAL DIAGRAM NTS NOTES: (1) GROUND ALL BOXES, MOTERS, GRAB RAILS, METAL WALLS, ETC. WITH NO. 8 SOLID BOND WIRED. (2) WATERPROOF DISCONNECT SHALL BE ACCESSIBLE, LOCATED WITHIN SIGHT OF THE SPA AND SHALL BE AT LEAST 5 FT HORIZONTALLY FROM THE INSIDE WALLS OF THE SPA. (3) SPA LIGHT TO BE GFI PROTECTED WITH 12V TRANSFORMER TO LOW VOLTAGE LIGHTING. 3-1/2" HAND HOLD EDGE POURED IN PLACE WITH DECK WALIL To ECTIONSCALE WATER LINE L-6-1 /2" OPTIONAL 6" TILE WHITE OR LIGHT PASTEL OR IRRIDUM COLORS MANUFACTURER STIFFENED AND REINFORCED FIBER GLASS SPA 0 LIP ~ POOL DEC, 4" DECK W/ 6X6 1OX10 WIRE MESH T� OR FIBERMESH 2500 PSI CONCRETE MIN 1—#8 SOLID COPPER BOND AROUND ENTIRE PERIMETER 18" TO 24" FROM WATERS EDGE PLACE CONCRETE DECK ABOVE AND BELOW POOL 45' SHOVEL CUT VENT FILTER SKIMMER SEE NOTE 0-10OPSl PRESSURE TO POOL GAUGE SCH 40 PVC 1 1/2" DIA REQ'D RECIRCULATION PUMP W HAIR & LINT S AINER SVRS OPTION NTS MAIN DRAIN ti RETURN LINES SCH 40 PVC SVRS NOTES: (1) AT LEAST ONE RETURN LINE IS REQUIRED FCR EVERY 300 SQ. FT. OF SURFACE AREA. MINIMUM SEPARATION OF LINES ENTERING SPA SHALL BE 10 FT. (2) SUMP LINE (WHEN REQ'D) TO BE 6" SUMPLINE 2" MIN. SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN TO 18" FROM EQUIPMENT. (3) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. MAIN DRAINS CAN NOT BE VALVED SEPARATELY. WATER LINE 0-10OPS1 PRESSURE GAUGE VENT FILTER — HOSE BIBB RECIRCULATION PUMP W HAIR & LINT S AINER low" TO POOL RETURN LINES SEE NOTE '1' SCH 40 PVC 1 1/2" DIA REQ'D NON —MAIN DRAIN OPTION NTS SKIMMER NOTES: (1) RETURN INLETS AND SUCTION OUTLETS SHALL BE PROVIDED AND ARRANGED TO PROVIDE A UNIFORM CIRCULATION OF WATER AND MAINTAIN A UNIFORM SANITIZER RESIDUAL THROUGHOUT THE ENTIRE SPA. OPTIONAL 6" TILE _IBERGLASS REINFORCED SPA SHELL ALTERNATE COPING DETAIL NOT TO SCALE NOTES: POOL DESIGN CONFORMS TO THE FOLLOWING: ANSI/NSPI-3, 5, 7, 15 IAPMO REPORT ER 0298 2017 FLORIDA BUILDING CODE 2017 RESIDENTIAL FLORIDA BUILDING CODE 2017 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE 2017 MECHANICAL CODE 2017 FLORIDA POOL & SPA CODE SCANNED = _ BY Sftudeftntv