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1766 Beach Ave 0 U) U) U) 0 co 30 ft. (0 ;0 .......... pool A = 138 sq. ft. q,-t hnr-k-- ............. P = 50.5 cc Deck A =249 sq. ft. sq. ft. 0 U) pool 8'X 20' 4- 7 ft. 3' E ft. 6 in. DEE deep P: W 'W" b, > Ui SAND SET a/c units 4PAVERS DEGK' BOND a. 2 ft. C1 0 X CL Nye,&/ 0 7 ft.6 in. 0 < EDWARDS RESIDENCE loft. 2 This drawing is an artistic > CL < CL interpretation of the general appearance of the swimming pool. It cc is not meant to be an exact rendition. ca co 0 C.0 All dimensions are approximate. - I- E 0 < 4) < PERMIT DRAWING SYMBOL KEY: POOL 20' X 8' 0 =DRAIN z z �0 =SKIMMER w :1 :i -j of w =RETURN 0 w Uj 01 C1 40OW POOL LIGHT 0 a: CL =VENT LINE Uj D D CD Q� =POOL DEPTH U) U) -0 =JUNCTION BOX LL CO Co m Co 0 0 < PLUMBING LINE FROM MAIN DRAIN r' =PRESSURE CLEANER z TO POOL EQUIPMENT 30 ft. ------ =PLUMBING LINES ----------------------------------------------------------------------------- 0 POOL VENT Approx.5'set back ........ PEE ------ RETURNS EQUIPMENT 00 k (typ of 3 co ScHeMATIC pool 8'X 20' 4'; LLI ca < 4(OW LIGHT z Z JUNCTION BOX 7 ft. I" CO �P w 3'0' DE1 (9 DEEP U) < Luj -<j �U—, Uj w < < tk SKIMMER SAND SET a/c units PAVERS DECK BOND w ftj, 0 2 P SKIMM:-:R qb > X w P LU CX 7 ft.6 in. EDWARDS RESIDENCE loft. IL Cl) CL C1 z z LU —i 4 Z) U- :E z Uj w Uj 0 w of z 0 > > :E j < < < 0 LLI 19 M M 0 0 , 2 , 0 2 2o WAY �:Z < 0 WAY (ALL) Uj F— < ca Z "o < -J W < PUMP 0 LL POOL WITH w POLARIS CLEANER THIS DRAWING IS AN ARTISTIC INTERPRETATION OF U) z w FILTER SCHEMATIC THE GENERAL APPEARANCE OF THE SWIMMING 2 U) "TS w 0 POOL. IT IS NOT MEANT TO BE AN EXACT RENDITION. < PooL DecK-------�. V C/) 0 0 4 Z 00 Q #3 Bars @ 12" o.c. Each Way PooL Data 6" Concrete Floor—f Hydro-Static Volume Release Valve Turn Over UJI Lonc section Filter Z4W titudinal Pump > N.T.S. PooL DecK 3.5"Conc. Deck(2500 psi pea rock) with Kooldeck Finish #3 Bars @ 12" o.c. 0 Gh Way 0 Ea 8 1) (L 6 X 6 Ceramic Tile M Hydro-Static #3 Steel bars Release Valve 12"o.c. each way amped Earth E Cross Section Pool Finished with (D CL exposed aggregate. N.T.S. r 0 LL 6 WaH Section (D N.T.S. 0 < It _j W < 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A (2) 90' BENDS Z IL NON-MECHANICAL VENT SYSTEM THAT WILL LIMIT THE 0 a DR A TEE p F TRANSMIS!AON OF SUC11ON AT THE OUTLET TO A MAXIMUM < OF 4.5 INCHES OF MERCURY. z 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION ri C'42 APPROVED SWIMMING POOL & SPA RELIEF SHOULD ENTRAPMENT OCCUR. DUAL MAIN DRAIN ATMOSPHERIC VENT (SVRS) 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED 1-1/2-VENT UNE COMPLIANT WITH SECTION 424.2.6.6 (R4101.6.6), FLORIDA BUILDING WITH A COVER THAT COMPLIES WITH ANSI/ASME A112.19.8 �1) go- BEND a. W U, 4. ALL WANUFACTURED SUMPS SHALL COMPLY WITH CODE FOR RESIDENTIAL APPLICATIONS. ANSII/ASME A112.19.8. IF A FIELD-BUILT SUMP IS USED, C) ITS CONSTRUCTION SHALL COMPLY NTH THE MINIMUM - MAIN DRAIN C�j DIMENSIONS SHOW14 IN FIGURE 1. ENTRAPMENT AVOIDANCE I- 00 5. THE \ELOCITY ON THE SUCTION SIDE OF THE MAY. VENT PIPE ANALYSIS—MAXIMUM LENGTH %D 00 CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 2E C14 C� r�' 00 POOL - 1 6. CHECK VALVES CANNOT BE INSTALLED ON THE , I I Ln SUCTION SYSTEM. -MAIN DRAIN PIPE SIZES AVERAGE VELOCITY VENT PIPE MAXIMUM I- r�- 1-1/2" VENT LINE_ INCHES FLOW GPM FT. PER SEC. SIZE LENGTH FT. Ln 4- *� 7. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A 2" 60 5.74 1 1/2" 32 011 Ln QUALIFIED, LICENSED SVAMMING POOL PROFESSIONAL. 9. 75 7.17 1 1 /9" 41 LLJ Z 8. THE WNT LINE LENGTH MUST NOT EXCEED THE TOTAL 2 1/2" 100 6.7 1 1�2' 54 0 LENGTH OF THE MAIN DRAIN LINE. 2 1/2" 110 7.37 1 1/2" 60 LL 9. VENT OPENING MUST BE COVERED NTH WIRE MESH -i. SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND FSAFETY VACUUM REI EASE SYSTEM (SVRS) 135 5.86 /9" BACTERIA. 3$0 145 6.29 1 1�2" 79 10. LABEL VENT. POOL SAFETY DEVICE- DO NOT HANDLE XTA 3' 175 7.59 1 1 /2" 95 4" 325 8.19 1 1�2" 177 11. PER FBC 424.2.6.6.4 (R4101.6.6.4) Suction inlets per Figure 1 U purnp: A rinimurn of two suction inlets shatL loe provided This analysis is based upon maintaining the length of pipe below the operating level of the pool, Z for each purnp in the suction inlet systern, se-mrated vertical and horizontal, to vacate within 3 seconds based on the size of the pump and the Icy a minirum of 3 feet (914 mm) or Located on two average flow rate. Due to the hydraulic gradient caused by the pump and piping, the vent line differen-; ptaresj i,e,, ore on the loottcm ard one on FIELD BUILT SUMPS should be located as close to the tee at the dual main drain, as possible with a maximum the vertcal wall, or one each or two separate vertical Nalts. These suction inlets shalt Ice plomloed Minimum Size(Typical) distance of 12*. LU C) C:) a D Inside Diameter of Pipe LU < such th t water is drawn through them sirnul�aneously through a common tire to the purnp. Z This document is the intellectual property of HCE and cannot be reproduced in whole or part 1-4 0 without the expressed written approval of HCE. This document is not valid without the seal of (.9 De 7-1 Jason W. Rice, P.E. Z LLJ U_ COURTESY OF: LU Z Mi 5DV,1n �-4 LU 1,5101 _j D Z LU D —0i D �*— =) 0 LU Min A Min B Ln Q_ 0 Z In 0 In U Ln 181"Ir 777 . ..... C; E_ Z 1.5D 1.5D 0 D D .............. ri U) HORNER W CONSULTING ENGINEERS, INC. Z - W Z DATE REVISION F= DRAWN BY: JWR REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS 10-10-05 REVISE W/ NEW FBC CODE REFERENCES V) Z AND DESIGNS INIMIRPORATED 1 0— 0 HEREIN, AS AN INSTRUMENT OF 0 u 0 Z w z Z 0 PROFESSIONAL SERVICES, IS THE CHECKED BY: JWR 0 - PROPERTY OF HORNER CONSULTING W ENGINEERS AND IS NOT TO BE USED DATE: 10—10-05 Z IN WHOLE OR IN PART, FOR ANY ir 0 X: ASON I RICEd P E. LICENSE # 5 74 OTHER PROJECT WITHOUT THE —7 :�:� ASON W. RIC WRITTEN AUTHORIZATION OF HORNER 5Ed7 P.E HCE#n/a CONSULTING U4GINEERS. LICENSE # 42 EX RES 2-28-2007 PAGE 1 OF 1