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00-1165-007 j r 4 `E°* ;' . • - - -- POOL PATIO TO BE OfI Ile-I�t+►d-tr0 + PA NEL TO SERVICE VW.P.DISCONNECT 0 WIRE MESH ON ROW OF T1L • . ^r► B - W+IH OR .p 4 .. C J `,a.° `� ��D" JUNCTION Box u `- _ - " o SPOT TPUMP MOTOR., 17 WATER LEVEL i'R 3 1:7 MAIL.SLOPE IN 1� - - - Ti;E • " { ' - i+N6 i , - LIGHT 1q.3 SHALLOW END S � TRANS LIGHT VARIES 1"NON CORROSIVE ` 3 IT 12'5 IN 1/2"COND. COND. `` ------ `-- :7-•b"MIN. }}. 93 AT 12"C•C EACH WAY 1213 SJ P.V.C.COND. [q,S IN 1/2"CONO. B dowELLS ON 12"C-C - y - - 3 NOTE:SEE GENERAL NO[E i 0 ' SiEEL1EX FORM OR KRAFT BOARD WHITE MARBLE 1 NOTE:OPEN POOL ro RE MiN,10' FROM OVERHEAD POWER LINES, ` PLASTER fiN15H ,f' COVERED POOL TO BE MIN. r 6-FROM YERHEAD POWER LINES. B�' IMP S�itr�AIL 2� FOR DEPTHS OVER b' ADD EXTRA 13 jp COVE BARS AT 12"C-C VERTICAL AS SHOWN I 10'2T FROM W.L. (NQi REOUiREO WIiEN> 1 EXISTING 10'20"FROM POOL.) it TYPIST L"SECe`TION THIt OOL TH8�L3�LL 1 t SOIL STATEME NT [i''•Q Inspection of the site indicates Ttndisturbed sand and rock with a bearing value of 2000psf, After excavation,a letter will ba�submitted to the building depattmentby the design engineer. ' , 19" Attesting that the site has been observed and conditions are similar to those upon which the design was based ' 22" S.F.B.C. 1994 2403.1,d i • 5007.5 SX.B.C.1994 §PEC1AL P1tOVIS10NS a. All swimming pools,spas„and hot tub areas shall be provided with a permanent safety teaming sigh in a f l{IIIi'iQtIT D I�TAtk 1/2.= 1. 0" readily visible location from the pool area. 1. Such safety slAshall be in conformance with the tolerance,quality and design as set forth in Appendix F of the Standard set forth In subsection 5001.2(b)therelm NOTE: REMOVE ORATE AND WELL POINT PLUG FROM 2. Each safety warning sign shaU warn against shallow water diving;prevention of drowning and Include %ENEMLNq•2•r� MAIN DRAIMAND AnACH AUXILIARY PUMP th©followhtg statement "TI►ere isno substitute for adult supervision ofsntallchildren. It is strongly LINE WHEN EMP1Y ING POOL. recommended that at least one adult providing child supervision be trained in aditicial respiration an& or cardiopulmonary resuscitr}tion.(CPR) 1. All electrical components shall conform to ART.680 NEC GRATE 10 BE FASTENED WITH , < JA& .... 2. QI(floors and walls of pool t0 have.pacwuaticaUy appUal concrete(gtraity)with ri 28 day SA7E,'TY.BAR UERS compressive strength of 3000.PSI minimum S.F.B,C.1994 5003,3 SCREWS 3. All reinforced steel to conform to A.S,T.NL 615 grade 60 HYDROSTATIC vA l vE Where a wall of a dwelling serves as part of rho barrier,one of the following will apply: 4. Main drain grate to have a free area of 6 square inches minimum and shall be secured with ' �creti+'s,Dtahr to-be anti vortex typo, e.9 1•...�+ L. All doors and windows with access to tine pool through that wall shall be equipped with an alarm which - 5. All pool piping to be schedule 40 PVC bearing NSF approval •. •;�1 ±,.`• : , s;r;;•b ° produces an audible wamtrtg when fire door,window ar'scroon Is being opened The alarm shall sound continuously t t'(, 6. •Fitter backwash and disposal shall comply with section 5004 S.F.B.G 1994 •• ,f a:• ri w• lm pY +• �`'• -"-"~" for a minimum of 30 seconds after the door or window[s•opened and be capable of emitting a sound of suificlent 7. All pool construction shall comply with chapter So of the S.1?B.C.1994 • a i volume to be heard in thb dwelling.The alarm shall be equipped with a manual means to tempormity deactivate tho 1 Z 5[ 8. All metallic conduit.piping system,reinforcing steel,lighting fixtures and fixture housings, • " , •. ;' ' alarm for a single opening, 'lire deactivation switch s1�a11 be-located at least 54 inches above the tiueshold of the metal parts of l adders,diving boards and their supports,shall be bonded together and r, : • = , door or grounded to a common ground.Tito bolding conductor shall not be less than#8 copper. �� . , r• 2. All doors,shall be equipped with self-closing and self IatcIting devices,Tho release-mechaulsm on all such • doors shall be located a minimum of 54 Inches above the floor. ' 1 Ll•I(o1Y C,�� 3/4"ROCK BED MIN. b YDS. TD WF.tI POINT Electrical riserdiaeram STABILIZE SOIL THREADED P.V.C. PIP\ ]V9Pb CQN7'RAC1'01t NM (If REQUIRED) PIPE 150 amp circuit breakerpanel'with disconnect 150 amp 1 F SKELI. I'41i'I'I�ET,l1,i>L CB Panel -���..= __ 1. The design engineer assumes no responsibility for pool construction In easements or regtdred Meterby FPL 150 amp 3#1 Cu setback auras. plot plans not prepared fmm legal surveys of the existing lot and residence i indicated. Pool contractor shall verify all dimensions in the field and establish lot disc lines 11/4 Conti Y 2. In all cases,the pool contractor shall take all precautions to protect existing structures from ' 120/230 volt failure by shoring,underpinning or any other method,if required. The design engineer A. WATER LEVEL 4 g`6 --',,i !phase 60 hz Underground accepts no responsibility for the safety of the existing stmctum% electrical service by FPL 3. Pool contractor shall establish locations of oxisting utilities at the site. Electric service lines B. DEPTH O F POOL .4- 5--"--��• fact fromglee over�I o><screen enclosure. Septic tank drnite Aeld tp by zl minimum of IO l' �,md ' • ' C. FLOOD CRITERIA + �'' � 04 cu to two ground rods ( min 518 lncll'dia x10 tt D. POOL BOTTOM ELEVATION (A-B)+2 `a driven Into griound 6 feet apart QplL OYercurrentProtection Pool Pump #12 20 amp 2.4kw. f F. HYDROSTATIC VALVE 1 Pool light 412 15 amp 0.3 kw G. BOTTOM AND WALL SLABS 4 - H. TOTAL. ADJUSTED BEAD (E-F-G) �7 CARTRIDGE IOSAND, eR-OfATOMA£-E6tT9 ���•� F'TM 1t 3c'i 3K 1 t *ttl a FILTER CAPAIu(• 8 PRESSUiiC GUAGE 2 PLJMP- GATE VALVES FILTH WASTE P A COPING F;PL IG SKIMMER RECIRCULA IION PUMP 1' INLET HAIR , LINT 23 4th • STRAINER IGHI �d VALVES 1�:1713, a� '�+ A GATE U `J .•'�` y. I* D20I�IN 3 30 !'! • �` FLOW Es JJ�- t',.; _� � 2•,r,v.�. 12420 S,W,75th mm , `.: wni n, ADDI3US. A-4 20 G ) � �7 V 1��� tcrxlit rw11< Phone:ILT ANTI VORTEX MAIN DRAIN EfCALE' 1^ffi 1" t i4)lm I nntttrry d?ATS � .,f- /y� I1 t,'� p L1 SURF.. UTE$._P�P IO_CH� ►���►.�,�ti, , I