|
-- ---1-- -1 l
<br />NOTE:
<br />FLOOR INLETS SHALL BE DESIGNED AND INSTALLED SUCH THAT THEY
<br />DO NOT PROTRUDE ABOVE THE POOL FLOOR AND ALL INLETS SHALL
<br />BE DESIGNED AND INSTALLED SO AS NOT TO CONSTITUTE SHARP
<br />EDGES OR PROTRUSIONS HAZARDOUS TO POOL BATHERS.
<br />ADJUSTABLE FLOOR INLET
<br />W/ DIFFUSER PLATE &
<br />INTEGRAL WATERSTOP
<br />APPROVED POOL 1.5" PIPE FROM FILTER
<br />FINISH FLOOR RTO PIPING //-(REFERPINGPLAN)
<br />SECURE PIPING
<br />TO SLAB USING
<br />STAINLESS HANGERS
<br />SUBGRADE �'`�
<br />COMPACTED `CLEAN BEDDING SAND
<br />TO MIN. 2,000 PSF
<br />FLOOR INLET DETAIL
<br />SCALE: N.T.S.
<br />NOTE:
<br />WALL INLETS SHALL BE DIRECTIONALLY ADJUSTABLE
<br />AND SHALL BE INSTALLED 12" MIN. BELOW THE
<br />NORMAL OPERATING WATER LEVEL.
<br />FILTER
<br />RETURN
<br />BRANCH
<br />(SEE
<br />PIPING
<br />PLAN)
<br />1.5" RETURN PIPE
<br />FROM FILTER
<br />RETURN BRANCH
<br />(SEE PIPING PLAN)
<br />FIBERGLASS
<br />WATERSTOP
<br />ADAPTER
<br />OPERATING
<br />F WATER LEV
<br />MIN.
<br />12'
<br />APPROVED
<br />FINISH
<br />-POOL WALL
<br />LCUP AND DETAIL W/I
<br />NON -SHRINK GROUT AND
<br />WATERPROOFING MATERIAL
<br />(TYPICAL AT EACH
<br />PENETRATION)
<br />WALL INLET DETAIL
<br />SCALE: N.T.S.
<br />WHITE B ....,,.,.,,......
<br />4" HIGH NUMERICAL
<br />DEPTH INDICATOR
<br />6' GLAZED CERAMIC TILE
<br />DEPTH MARKER
<br />DIRECTIONALLY
<br />ADJUSTABLE
<br />RETURN INLET
<br />MAL OPERATING
<br />ER LEVEL
<br />INDICATE DEPTH IN FEET AND
<br />INCH MEASUREMENT. FEET
<br />AND INCH DESIGNATIONS IF
<br />ABBREVIATED SHALL READ
<br />"FT" AND "IN" RESPECTIVELY.
<br />6" INTERNATIONAL "NO DIVING" MARKER WATER SIDE WATER'S EDGE
<br />TILE W/ NON SUP SURFACE FINISH.
<br />WHITE BACKGROUND WITH 4" HIGH RED MAX.
<br />LOGO. MAXIMUM SPACING NOT TO 24"
<br />EXSUN SHELF) WITHIN (2o'FROMCWATER 4 FT 6 AT
<br />NON -SLIP TILE MARKERS
<br />EDGE MAX SPACING NOT TO
<br />DECK SIDE EXCEED 25' C/C
<br />PLAN VIEW (20' C/C AT SUN SHELF)
<br />MARKER NOTES:
<br />1. PERMANENT DEPTH MARKINGS FOLLOWED BY THE APPROPRIATE FULL OR ABBREVIATED
<br />WORDS "FEET,"FT,'OR INCHES,"IN,"SHALL BE INSTALLED IN MINIMUM 4-HIGH (102 MM)
<br />NUMBERS AND LETTERS ON A CONTRASTING BACKGROUND.
<br />2. DEPTH MARKERS SHALL INDICATE ACTUAL DEPTH WITHIN 3"(76 MM). *MEASURED AT
<br />NORMAL OPERATING WATER LEVEL WHEN MEASURED 3' (914 MM) FROM THE POOL WALL.
<br />3. AT A MINIMUM, THE MARKINGS SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT
<br />THE SHALLOW END, SLOPE BREAK, DEEP -END WALL AND DEEP POINT (IF LOCATED
<br />MORE THAN 5' (1524 MM) FROM THE DEEP -END WALL).
<br />4. DEPTH MARKINGS SHALL BE VISIBLE FROM INSIDE THE POOL AND FROM THE DECK.
<br />5. DEPTH MARKINGS SHALL BE LOCATED AT OR ABOVE WATER LEVEL ON INSIDE VERTICAL
<br />WALL AND ON THE COPING OR DECK (WITHIN 2' OF WATER EDGE).
<br />6. IN AREAS NOT PART OF AN APPROVED DIVING BOWL TILE "NO DIVING" MARKINGS SHALL
<br />BE PLACED ON THE COPING OR DECK WITHIN 2' (610 MM) OF WATER EDGE ON EACH
<br />SIDE OF POOL WITH A MAXIMUM DISTANCE BETWEEN OF 25' (7620 MM), 20' MAX. AT
<br />SUN SHELF.
<br />7. ALL MARKINGS SHALL BE TILE.
<br />8. MARKINGS SHALL BE FLUSH WITH THE SURROUNDING AREA WHERE PLACED AND
<br />RECESSED IF NECESSARY TO PROVIDE A SMOOTH FINISH THAT WILL AVOID CREATION OF
<br />AN INJURY HAZARD TO BATHERS.
<br />9. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE A SLIP -RESISTANT
<br />FINISH.
<br />10. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS IS 25' (20' AT SUN SHELF). *POOL
<br />SIZE AND GEOMETRY MAY NECESSITATE ADDITIONAL DEPTH MARKING PLACEMENTS
<br />ABOUT ALL SIDES OF THE POOL TO MEET THIS REQUIREMENT.
<br />MARKER DETAILS
<br />SCALE: N.T.S.
<br />NOTE: REFER TO PENETRATION/
<br />OPENING DETAIL FOR ADDITIONAL
<br />REINFORCEMENT AT MAIN DRAIN.
<br />LAP STEEL MIN. 24"
<br />N
<br />12" X 12" X 12" MIN. CUSTOM AQUAWORX FIBERGLASS MAIN DRAIN
<br />SUMP WITH AQUASTAR WAV12WRXXX MAIN DRAIN GRATE (12" X 12",
<br />90.8 SQ. IN. OPEN AREA) 361 GPM MAX FLOW DRAIN COVER IS
<br />COMPLIANT WITH ANSI/ASME 112.19.8 - 2007. SUMP DIMENSIONS
<br />SHALL BE COMPLIANT WITH MAIN DRAIN COVER MANUFACTURER'S
<br />REQUIREMENTS (SEE MANUFACTURER'S SHEE BELOW)
<br />r- LAP STEEL MIN. 24"
<br />6" GRAVITY FLOW TO 8" TRUNK
<br />LINE TO COLLECTOR TANK
<br />(6" MAIN DRAIN BOTTOM PORT)
<br />GUNITED CONCRETE
<br />8" THICK FLOOR AND SUMP
<br />REINFORCED W/#4 ® 12" O.C. EACH WAY HYDROSTATIC RELIEF VALVE
<br />MAIN DRAIN DETAIL N.T.S.
<br />VGBA-2017 PRODUCT SPECIFICATIONS
<br />AoUASTAR Suction Outlet Fitting Assembly (SOFA)
<br />•p VGBA-2017 Flow Ratings, Sump Dimensions,
<br />pool prodlu3� i� � Geflilledl0
<br />Sump Flow Path Zone, and Head Loss Curves NSFIANSI/CAN60
<br />ANSI/APSPACG 16 - 2017
<br />DIRECTIONS: Please 'hollow the SOFA specific flow rates, sump specifications, and flow path zone information below.
<br />The installation must conform to these minimumimaximum requirements including the SOFA dimension defined in Figure 1.
<br />The flow path zone is defined by dimensions A through E. The installed sump may be manufactured or field -built and it may
<br />be larger/deeper than Figure 1. Please write the Cover Model Number, orientation, and SOFA Model Flow Rating on the
<br />VGBA DRAIN COVER IDENTIFICATION INFORMATION label that comes with each AquaStar Pool Products, Inc. drain cover.
<br />FOR MOST CURRENT INFORMA7*10
<br />Cover Model Number: FIGURE 1 -SOFA MODEL & FLOW PATH SCAN THE OR CODE OR VISIT
<br />y�eetAtr�IASIA_Rocuxpanericrcr owronE
<br />WAV 1 2Xxx wa. .. E - PPoA✓TEfiD?GLAdEYTS MHI'9/t7TiGF4l IFE MGdTCtARRENr �C3W
<br />N.w. Fr•ti RA R#0.S G+JNSTALLAtI(kJ Oi'TIt7V5.
<br />21 krrr"6- R41414>� tid
<br />f�All � h��i -- i A Specified PVC Pipe Size
<br />All +
<br />ry 1 D. Minimum Sump Depth
<br />{� "f' 1 trl1 C. Wtnimum Ledge Depth ?
<br />,} '•iN"�*""e.iraj* 4Z 4 M McRinwm Ledge Width
<br />E, Minimum Pipe Oftet t
<br />'� ■ems. �.. 71ee ■"neev • i
<br />F. Minimum Lmµ{Ui Befur0 R"duutiwI r.
<br />1
<br />7AV12-11.2:A-1.5b B3 C0.3 D0.7 E3.5F16 1.5"(b) 3" Flaw (f) 126 A
<br />f_A-2b B3_C0.3_D0.7_E4.9_F16 2" (b) 3" Floor (f) 150 B
<br />WAV12.12f A-2.5b-83 C0.3 D0.7_E4.7 F16 2,5" (b) 3" Floor (f) 200 C
<br />WAV12-12f-A-3b_83 C0.3 D0.7_E4.5 F16 3" (b) 3" Fbor (f) 230 D
<br />AV12.12f A48_B6 C0.3_00.7 E3 i=15 [Sump P[N 12-35B] 4" (s) 6" Floor (f) 450 E
<br />AV12-12f WA-B6_C0.3 D0.7_E3 F16 [Sump PjN 12 358� 4"(s), 2.5" (b) 6" Flow (f) 450 F
<br />- _ _
<br />WAV12-12f A-6bB10.5 CQ.3 D0.7_E2.9 F16 Sum P/N 12-6S8 6" (b) 10.5" Floor (f) 450 G
<br />AV12-12w A-1:5b B3_C0.3_1D0.7_E3.5_F16 1.5" (b) 3" Wall (w) 126 H
<br />AV12-12w A-2b 83_C0.3 D0.7_E3.5_F16 2" (b) 3" wall(w) 150 1
<br />AV12-12w A-2.5b B3_C0.3_D0.7_E4.7_F16 2.5" (b) 3" Wall (w) 200 1
<br />AV12-12w A-3b_B3 CO.3_
<br />DO. 7_E4 F16 3" (b) 3" Wall (w) 230 K
<br />--- --
<br />WAV12-12w A-6b_810 5_CQ.3_00.7_E2.9_F16 [Sump P/N 12-65i3) 6" (b) 10.5" Wall (w) 450 L
<br />Note 1: "SOFA Model No" nomenclature; bottom pipe = (b), sde pipe = (s). See Fig 1 for capital letters A through E
<br />Note 2: Head loss inHg is measured 16 to 24 inches from the finish surface of the pool. Reference Fig 1 dimension F.
<br />WAV12 Head Loss Curves WAV1Z Head Loss Curves
<br />Floor Wall
<br />100 10.0
<br />y.o y 0
<br />A Mr
<br />8.0 9 0 fj
<br />7[1 1G
<br />ti.0
<br />F ;a / C so
<br />�-
<br />40 E 40
<br />?0 10
<br />1.0 _ _ _ 10 / ---------
<br />0c --
<br />100 200 AW 4aa Son floc 0 100 :00 300 4,* 500
<br />GPM GPM
<br />4d 2021 AquaStar Pool Products. Inc. All rlghts reserved. 10172021
<br />NOTE:
<br />ALL FINISHES SHOWN ON THESE DRAWINGS ARE GENERIC.
<br />ALL FINISH MATERIALS (INCLUDING, BUT NOT LIMITED TO,
<br />ADHESIVES, GROUTS, AND BONDING AGENTS) SHALL BE
<br />MANUFACTURER SPECIFIED AS SUITABLE FOR USE IN
<br />POOL/SPA APPLICATIONS.
<br />ALL MATERIAL INSTALLATIONS SHALL COMPLY WITH FBC, ALL
<br />RELEVANT INDUSTRY STANDARDS, AND ALL MANUFACTURER
<br />INSTRUCTIONS AND SPECIFICATIONS.
<br />ALL MATERIALS AND FINISHES USED ON HORIZONTAL
<br />SURFACES SHALL BE SLIP RESISTANT WHEN WET.
<br />THIS PLAN REMAINS THE PROPERTY OF AQUATIC CONSULTING
<br />ENGINEERS, INC (ACE), AND IS NOT TRANSFERABLE FROM ONE
<br />CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION OF ACE.
<br />THE ENGINEER STRONGLY REQUIRES CONTRACTOR BUILD FROM
<br />PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT AND
<br />THE FLORIDA DEPARTMENT OF HEALTH. ACE IS NOT
<br />RESPONSIBLE FOR CONSTRUCTION ERRORS OR OMISSIONS
<br />RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT.
<br />R6"
<br />1 T
<br />DECK 28" MIN. I
<br />gy TO
<br />HERS7 38" MAX.
<br />WEDGE ANCHOR
<br />& ESCUTCHEON
<br />(SECURELY ANCHOR IAW
<br />MANUFACTURER
<br />INSTRUCTIONS)
<br />STAINLESS
<br />STEEL
<br />CROSS -BRACED
<br />TYPE LADDER
<br />REFER
<br />TO
<br />LADDER NOTES
<br />ABOVE
<br />SLIP RESISTANT
<br />TREADS
<br />3" MIN. OPERATING
<br />TO WATER LEVEL
<br />6" MAX.
<br />12" MAX.
<br />RUBBER BUMPER
<br />SHALL REST FIRMLY
<br />AGAINST WALL
<br />L APPROVED
<br />FINISH
<br />LADDER DETAIL
<br />SCALE: N.T.S.
<br />6" X 6" GLAZED CERAMIC TILE-N
<br />GUTTER DRAIN LOCATION
<br />(GUTTER DRAINS SHALL FINISH FLUSH
<br />OR SHALL BE RECESSED LESS THAN 3/8" AND SHALL BE INSTALLED
<br />SO AS NOT TO INJURE BATHERS)
<br />1" X 1" SLIP RESISTANT TILE
<br />(WHITE)
<br />NOTE: 1 \
<br />ALL FINISHES SHALL BE L
<br />APPROVED BY FLORIDA
<br />DEPARTMENT OF HEALTH (FDoH) MAX.
<br />BEFORE ORDERING 10"
<br />GUTTER LIP SHALL BE LEVEL WITH
<br />MAX. }" DEVIATION
<br />BETWEEN LOW POINT AND HIGH POINT
<br />6" X 6" SLIP RESISTANT
<br />BULLNOSE TILE. (2" X 6" SUP
<br />RESISTANT MUD CAP TILE IN
<br />AREA OF STEPS AND BENCH)
<br />NOTE:
<br />FLOORS AND WALLS SHALL BE WHITE OR PASTEL IN COLOR AND SHALL
<br />HAVE THE CHARACTERISTICS OF REFLECTING RATHER THAN ABSORBING
<br />LIGHT. THE FINISH COATING SHALL HAVE A DRY LIGHTNESS LEVEL (CIE L
<br />VALUE) OF 80.0 OR GREATER AND A WET LUMINOUS REFLECTANCE
<br />VALUE (CIE Y VALUE) OF 50.0 OR GREATER, AS DETERMINED BY TEST
<br />RESULTS PROVIDED BY THE MANUFACTURER, UTILIZING TESTING
<br />METHODOLOGY FROM AMERICAN STANDARD ASTM D4086, ASTM E1477,
<br />ASTM E1347. POOLS CONSTRUCTED OF FIBERGLASS, THERMOPLASTIC, OR
<br />STAINLESS STEEL SHALL BE SUBJECT TO THE SAME INTERIOR FINISH
<br />COLOR REQUIREMENTS.
<br />4"
<br />LADDER NOTES:
<br />1. LADDERS SHALL BE OF THE CROSS
<br />BRACED TYPE AND SHALL BE
<br />CONSTRUCTED OF CORROSION -RESISTANT
<br />MATERIALS AND SHALL BE SECURELY
<br />ANCHORED INTO THE POOL DECK.
<br />2. LADDER RAIL DIAMETER SHALL BE
<br />BETWEEN 1.250 AND 1.90"
<br />3. ALL TREADS SHALL HAVE A SLIP
<br />RESISTANT SURFACE.
<br />4. LADDERS SHALL EXTEND AT LEAST 28"
<br />(711 MM) AND NO MORE THAN 38"(965
<br />MM) ABOVE THE POOL DECK.
<br />5. THE CLEARANCE BETWEEN THE LADDER
<br />AND POOL WALL SHALL BE BETWEEN 3"-
<br />6" (76 MM TO 152 MM). LADDER BOTTOM
<br />BRACES SHALL HAVE INTACT END CAPS
<br />OR BUMPERS THAT REST FIRMLY
<br />AGAINST THE POOL WALL
<br />6. THE TOP RUNG OF THE LADDER SHALL
<br />BE AT OR BELOW THE WATER LEVEL ON
<br />OPEN -GUTTER POOLS AND NOT MORE
<br />THAN 12'(305 MM) BELOW THE DECK OR
<br />CURB TOP ON ALL OTHER TYPE POOLS.
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<br />David Digitally signed by m
<br />David Faerman, RE
<br />Faerman<Date:2023.01.13
<br />w
<br />ry
<br />RE 16:25:51-05'00'
<br />NOTE:
<br />POOLS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS AND STRUCTURALLY
<br />RIGID MATERIAL. ALL POOLS SHALL BE WATERTIGHT, SHALL BE FREE FROM STRUCTURAL
<br />CRACKS AND SHALL HAVE A NONTOXIC SMOOTH AND SLIP -RESISTANT FINISH. ALL
<br />MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS
<br />UNLESS SUCH SPECIFICATIONS VIOLATE CHAPTER 64E-9, FLORIDA ADMINISTRATIVE CODE,
<br />RULE REQUIREMENTS OR THE APPROVAL CRITERIA OF NSF/ANSI STANDARD 50 OR
<br />NSF/ANSI STANDARD 60.
<br />1. FLOORS AND WALLS SHALL BE WHITE OR PASTEL IN COLOR AND SHALL HAVE THE
<br />CHARACTERISTICS OF REFLECTING RATHER THAN ABSORBING LIGHT. TILE USED IN LESS
<br />THAN 5 FEET (1524 MM) OF WATER MUST BE SLIP RESISTANT. A MINIMUM 4-INCH (102
<br />MM) TILE LINE, EACH TILE A MINIMUM SIZE OF 1 INCH (25 MM) ON ALL SIDES, SHALL
<br />BE INSTALLED AT THE WATER LINE, BUT SHALL NOT EXCEED 12 INCHES (305 MM) IN
<br />HEIGHT IF A DARK COLOR IS USED. GUTTER -TYPE POOLS MAY SUBSTITUTE 2-INCH (51
<br />MM) TILE, EACH A MINIMUM SIZE OF 1 INCH (25 MM) ON ALL SIDES, ALONG THE POOL
<br />WALL EDGE OF THE GUTTER LIP.
<br />2. ONE -INCH (25 MM) SQUARE TILE MAY BE USED IF THE MANUFACTURER HAS SPECIFIED
<br />THE ADHESIVE FOR USE UNDERWATER TO ADHERE THE TYPE OF TILE USED [VITREOUS
<br />(GLASS) OR CERAMIC]. TILES SHALL NOT HAVE SHARP EDGES EXPOSED THAT COULD
<br />CAUSE BATHER INJURY.
<br />3. THE GROUT LINE IS ALLOWED TO BE INCLUDED WHEN MEETING THE 1-INCH (25 MM)
<br />SQUARE TILE REQUIREMENTS, IF THE TILE IS SOLD AND DISTRIBUTED AS NOMINAL OR
<br />TRADE SIZE TILE.
<br />MIN. 48" CLEAR
<br />WET DECK
<br />(REFER TO
<br />SITE PLAN)
<br />MAX.
<br />WET DECK SHALL
<br />1.5" MAX. 24
<br />SLOPE
<br />HANG
<br />HIGH
<br />FROM POOL
<br />POINT,
<br />TOWARD
<br />TYP.
<br />"
<br />PERVIOUS AREA
<br />OR DRAINS
<br />\ INISHED
<br />��
<br />DEPTH MARKER
<br />& "NO DIVING" MARKER
<br />LOCATION
<br />(SUP RESISTANT)
<br />SAND SET PAVERS
<br />(BY OTHERS)
<br />'
<br />NOTE:
<br />THE GUTTER LIP SHALL BE LEVEL AROUND THE
<br />POOL WITH A MAXIMUM ALLOWABLE TOLERANCE
<br />FDoH
<br />OF j" BETWEEN THE HIGH AND LOW AREAS.
<br />APPROVED
<br />FINISH
<br />THE GUTTER SHALL SLOPE 2" WITH A
<br />MAXIMUM ALLOWABLE TOLERANCE OF j" FROM
<br />THE LIP TO DRAINS.
<br />THE BOTTOM OF THE GUTTER SHALL BE LEVEL
<br />OR SLOPE TO THE DRAINS. THE SPACING
<br />BETWEEN DRAINS SHALL NOT EXCEED 10'
<br />(3048 MM) FOR 2'(51 MM) DRAINS OR 15'
<br />(4572 MM) FOR 2Yi"(64 MM) DRAINS. GUTTER
<br />DRAINS SHALL BE LOCATED AT THE DEEPEST
<br />POINT OF THE GUTTER.
<br />PLUMB THE GUTTER PIPING LEVEL AROUND
<br />THE POOL PERIMETER AND SLOPE THE GUTTER
<br />TRUNK LINES AT A CONSTANT DOWNWARD
<br />GUTTER DETAIL
<br />SLOPE TO THE COLLECTOR TANKS.
<br />DO NOT PLUMB ANY UPWARD LOOPS IN THE
<br />SCALE: N.T.S.
<br />IPIPING BETWEEN THE POOL AND TANKS.
<br />w
<br />PROJECT NO.
<br />22CO93
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<br />V. "
<br />* No. 47646
<br />STATE OF
<br />.,,�'''';71��Os'IA �tC�````�.
<br />01/13/2023
<br />DAVID I FAERMAN, P.E.
<br />FL. LICENSE NO. 47646
<br />SHEET
<br />7OF11
<br />
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