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13-749-1244 INTERACTIVE WATER FEATURE LAYOUT PLAN SCALE: 1/4" = 1'-0" EDGE OF THE INTERACTIVE WATER FEATURE (EDGE OF WET DECK) INTERACTIVE WATER FEATURE DECK 3 SP -2.04 RAIN TRE 200 GPM 6 SP -2,04 TI NY T00LI P 8 GPM 2 SP -2.04 DANCING DA 14 GPM 6 SP -2,04 TINY TOOLIP 8 GPM 02 SHADOW AREA DENOTES INTERACTIVE WATER FEATURE WET DECK AREA ALL INTERACTIVE WATER FEATURE SURFACE SHALL HAVE A SMOOTH SLIP RESISTANT SPRAY DECK FINISH r i ALL METAL FEATURE CONNECTIONS W1 INTERACTIVE WATER FEATURE SHALL BE BONDED TO EQUIPOTENTIAL BONDING GRID MOND TO REBAR CAGE\ IN 4 PLACES \ i•i Y y •i• r�r....— INTERACTIVE WATER FEATURE DATA CHART: y; V v • V • V AREA= 1,063 SQFT • PERIMETER= 138 LF FILTER RATE= 112 GPM 4"Y 4 • V•i• TOTAL FEATURE RATE= 352.50 GPM W COMBINED RATE= 464.50 GPM Y Y • i VOLUME OF SUPPLY TANK = 1,500 GALLONS BATHING LOAD= 22 PERSONS RESERVOIR TANK SIZING CALCULATION: FILTER RATE + FEATURE RATE= COMBINED RATE 112 GPM + 352.50 GPM = 464.50 GPM 464.50 GPM x 3 GPM= 1,393.50 GPM REQ'D < 1,500 GPM PROVIDED THE MINIMUM SIZE OF THE COLLECTOR TANK SHALL BE EQUAL TO THE VOLUME OF 3 MINUTES OF THE COMBINED FLOW OF ALL FEATURE PUMPS AND THE FILTER PUMP. FLOW VELOCITY THROUGH FEATURE NOZZLES SHALL NOT EXCEED 20 FEET PER SECOND 4 POP JET CURVED 1 SP 2.04 36 GPM l 1 BELLE SPRAY �SP-2,04J 30 GPM / 4 / SP 2,04 POP JET CURVED 36 GPM FLOOR SLOPES OF AN INTERACTIVE WATER FEATURE SHALL BE A MAXIMUM 1 FOOT VERTICAL IN 10 FEET HORIZONTAL AND A MINIMUM OF 1 FOOT VERTICAL IN 50 FEET HORIZONTAL 4 INTERACTIVE WATER FEATURE PLAN SCALE: 1/4" = l'-0" OU609 see y• Yy y • « Y Y • Y • u V V Y VY••• Y V to V • Y LU U) OC O U LU J 0 w J H w J J LL w z O LL w J m t J w m m O LL w LL O J Q z m fl - L 2 O m LL z O U) U) 2 m w w z w F- m 7 � I I IVIV/'1L. D ESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 Q EQUIPOTENTIAL BONDING GRID BUMBLE -BEE REFER TO NEC ARTICLE 680.26 (8)(2)(5) U) Z Z EQUIPOTENTIAL BONDING GRID TO RUN IU CONTINUOUSLY AROUND THE CONTOUR OF POOL TO PUMP EXTENDING 18" TO 24" FROM THE INSIDE WALLS OF MOTOR CASING THE POOL. THE 4" TO 6" BELOW GRADE GRID J `- N T PATTERN SHALL BE SECURED WITHIN OR UNDER THE F- 1 z WLLJ POOL DECK MEDIA. THE GRID SHALL BE Z CONSTRUCTED OF MINIMUM #8 AWG BARE OR SOLID I �Y COOPER CONDUCTORS. 0 �© X LL2 EQUIPOTENTIAL BONDING CONDUCTOR SHALL COMPLY W/ FBC 2010 ALTERNATIVE & EQUIVALENT \ METHOD TO NEC 2008 ART 690.26 — Cn ©v ALL INTERACTIVE WATER FEATURE DECK SHALL SLOPE OF 2% AWAY FROM INTERACTIVE WATER C, C7 FEATURE TO DRAINS OR LANDSCAPED AREAS. THE SLOPE SHALL BE CONTINUOUS WITH NO BREAKS Q �� FOR A 4 FOOT WIDE APRON AROUND INTERACTIVE \ WATER FEATURE PERIMETER. wr. w o 4 POP JET CURVED 1 SP 2.04 36 GPM l 1 BELLE SPRAY �SP-2,04J 30 GPM / 4 / SP 2,04 POP JET CURVED 36 GPM FLOOR SLOPES OF AN INTERACTIVE WATER FEATURE SHALL BE A MAXIMUM 1 FOOT VERTICAL IN 10 FEET HORIZONTAL AND A MINIMUM OF 1 FOOT VERTICAL IN 50 FEET HORIZONTAL 4 INTERACTIVE WATER FEATURE PLAN SCALE: 1/4" = l'-0" OU609 see y• Yy y • « Y Y • Y • u V V Y VY••• Y V to V • Y LU U) OC O U LU J 0 w J H w J J LL w z O LL w J m t J w m m O LL w LL O J Q z m fl - L 2 O m LL z O U) U) 2 m w w z w F- m 7 � I I IVIV/'1L. D ESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 SP 2,04 Q C6 L) BUMBLE -BEE it U) Z Z IU pw cq J `- N T F- 1 z WLLJ u Z J cA n U F 0 �© X LL2 — Cn ©v z C, C7 N _O Q �� O R wr. w o o IL = O z= Cn w s cn �r CC Cr o i i w CD Lu WCL r < off e Z ui LL E L/ C/J Q WE ` S T z W O o LU (/} z' W U w C) 0, w` W ©~ �' W ¢ a� t rixx V/ J > M n < <C) " -4o g C t J IL C LLI SP 2,04 Q BUMBLE -BEE it 14 GPM m w O 1� 0- V d. 0 w z M r w M d w 0` N U 00 ..•: I m>n 0 ,,,( • c ocm •— W z z r O Z Q p LL cc 0 Z O no U 0 z O 5) Q PROJECT NUMBER C.� ¢ O 1320MPCP F— w w FILE No. LU DRAWN M.F. REVIEWED: J.W. Q w CHECKED J.W. w Z DATE : 07-02-2013 Q <ISSUE/REVISIONS U J J w z Uj co C15 Q z Ir G7 Cn IRV— d SHEET TITLE INTERACTIVE WATER FEATURE CZ PLAN SHEET NUMBER