Laserfiche WebLink
Digitally signed <br />by David <br />a n, Faerman, RE <br />Date: 2023.01.13 <br />16:24:41-05'00' <br />IN —GROUND <br />COMMERCIAL SWIMMING POOL <br />DESIGN DATA <br />NUMBER OF LIVING UNITS <br />252 <br />LODGING STATUS <br />NON -TRANSIENT <br />NOMINAL DIMENSIONS <br />go,-o" X 61'-9" <br />PERIMETER <br />260 L.F. <br />MINIMUM REQUIRED POOL AREA* <br />728 S.F. <br />DESIGN SURFACE AREA (SWIMMING POOL) <br />2,495 S.F. <br />DEPTH <br />0'-0" TO 5-0" TO 3'-6" <br />VOLUME <br />56,685 GALLONS <br />DESIGN RECIRC. FLOW RATE <br />260 GPM <br />DESIGN TURNOVER TIME <br />3.6 HOURS <br />MINIMUM TOTAL FACILITY BATHING LOAD* <br />36 BATHERS <br />DESIGN BATHING LOAD (SWIMMING POOL) <br />52 BATHERS <br />`MINIMUM WATER SURFACE AREA AND BATHING LOAD CAPACITY SUFFICIENT TO SUPPORT 252 NON -TRANSIENT LIVING <br />UNITS <br />NOTE: <br />TOTAL OBSTRUCTED PERIMETER = 26.5 L.F. (10.2%) <br />MAXIMUM INDIVIDUAL OBSTRUCTION LENGTH = 13.2 L.F. (5.1%) <br />UP TO TWENTY PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED AS LONG AS ANY ONE <br />OBSTRUCTION DOES NOT EXCEED 10 PERCENT OF THE POOL PERIMETER OR <br />20 FEET (6096 MM), WHICHEVER IS LESS, <br />IN ANY ONE AREA WHERE WATER DEPTH IS 5 FEET (1524 MM) OR LESS. <br />OBSTRUCTIONS SHALL HAVE A MIN. 4'-0" WIDE WET DECK AREA BEHIND OR THROUGH THEM, WITH THE NEAR EDGE <br />OF THE WALK WITHIN 15 FEET (4572 MM) OF THE WATER. <br />NOTE: <br />THE POOL, POOL DECK, AND POOL EQUIPMENT, AS ILLUSTRATED ON THESE <br />ENGINEERED PLANS, MEET THE <br />REQUIREMENTS OF FBC-B 454.1 (2020) AND NEC (2017). <br />z <br />� <br />Lii0QO�A <br />Q <br />O M <br />O <br />—J <br />o <br />To J Z <br />L. o <br />U <br />z <br />o <br />o <br />= N <br />__D <br />C <br />G <br />Fa- 4 <br />O <br />I <br />a = a <br />a- <br />N <br />n <br />— <br />1,1 <br />cn <br />N <br />CA <br />cd <br />� � N <br />,.� P N <br />00 <br />� N N <br />� cd <br />oO all <br />0 0 <br />Q a � 00 <br />a- cd <br />w <br />� cd cd cd C) <br />� MO <br />w <br />00 <br />onTI '° <br />N � � NW <br />.. w <br />uiO"; 00Q <br />3Qo00m <br />'-"W <br />nQUXW <br />U ti Q <br />NOmWOti< <br />Q <br />i <br />I <br />W <br />PROJECT NO. <br />22CO93 <br />Qa <br />O <br />ZO~ <br />Z U <br />zw <br />FA <br />OWUI¢i <br />W = <br />a <br />LJ z o 2 H <br />Z ZQ Q <br />FA(L <br />>— <br />woz <br />D JWo <br />Q �2Q <br />Oww <br />F-ofNO <br />0V)W <br />0�QO <br />0 Q <br />�Qj <br />Z _ <br />W W Z <br />W <br />WOW m W <br />mQZO��o <br />a <br />w <br />� <br />mOJNI <br />OUW WU <br />ww <br />W� LL1w Q N <br />~ <br />Z LLIN� <br />WW W O <br />a <br />J <br />�QC7WU <br />~ <br />U <br />ZZZW <br />=WZ=.- <br />FO�J <br />�_mw►_0 <br />aUcnw <br />IIIIIIJ <br />.000 %1 F AER� <br />%. <br />. 7 <br />�.� O .•• C E N S ••. �.� <br />* No. 47646 <br />-off ;•• STATE OF <br />0 RID <br />nuum�� <br />01 /13/2023 <br />DAVID I FAERMAN, P.E. <br />FL. LICENSE NO. 47646 <br />PERMIT SET <br />NO.I DATE I DESCRIPTION <br />SHEET <br />4 OF 11 <br />,MIIII <br />