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59 NE 92 St (9).li / // - rL - t (-01 -04 ._ ._ / 7 2 A 70 / 7 611- - - � ' _0_11 33' -o" • � a • ■ \\ • • • OEM • • • • • • • ling • • • .1\ V c �O (-r)s c� W n 1•--- �-- ( 0 lA 6 LLJ cO toL (r) Q > I t • 4 • •■• TS a. w 1 stnivr" coo: ••-.4111••••1141111n•lo gm Ws • 11 IA::;CQT 17 ,' J8, Block 2 "AN Ahll.:4DIM PIAT N)/M1 ;;NoPr.:; :0:CTWN NO. 1 7* 1..t/ ..iii plot theroni recorded Plot Bonk 10 Pcitie 70 Of the Public 7 or Did County, ilorida. ADDIft:SS YJ N. E. 92 t_r FL . 4 ve, 1 4 ft n P if) t ..••••■••••••••••••■••■•■•••••••••••■•••••••••■■• -6 SCALE I " 25' SURVEY UAIL 3 1985 • NO. hp.o.? /au/ fiA "cc: 9 lc). 4 4 9 S • 13 t: 1:: I" T. LI o n LE i . k ; : .NI) NI 14\11011 toe) 7 A, I iv •1)111.. )04. •0•i "voton. 134141 bo••••■ 1 I 0.1 &•144101. reE .• •S• ••111110MINIAO•MANDO•04. •I--• • C •• 2 0 • 6 •••••••••••••••1• SIM ( 11 T FT • // 1 t49_ I 7 16 I 6 14 I /2 /3 /5 /6 '/7 "a3 /9 20 /4 N. 6. 92N0 sr aCINsiad10•0111114•1111%431•110••••••••••■• N. . 93 RD ST. zoca7y.cm% H Syce c s) 45' A LL EY :).•5'pvt•i'r • lb 21 44 c.; .• . . • . • . . • . . • ' p 0 • C • • •' • . 5•••":1. • _CI • . • 20 pvict• /00.00' 56.85' /-STY C.8.S. AES. ' 77 o 37.78' " zo to 01. (-1 Ai 7 /0000 •• • .7 • r•••••••3.1% 0 • conic. v.w.ta eris' • • • SURVIVOR'S CIRTIFILATE 1, ROBE R T T. BOGLE, hereby certify that I have made a recent survey of the above described property as indicated, and that there are no ahove.ground encroachments except as shown. 1 further certify that the survey [presented hereon is true and correct and that it meets Ihe requirements of the Florida SoCrety of Professional land Surveyors pod the F1311da Land T7712 A'.40Cia11011. 11011141T T 110C11 Rows174“.1 Idiot S11140vi• to). 3277 Of 11.01.IA tt/ / /// 4 tirid I em■•■■■ ■n J.....■■■■■■■■■■■■■1' ■MIN■■••■•• v■■•■••••••3••AOWAT••• Wal•••■•••1010•••••••••1•••■4111•141111.• •Ca•••••••••■•••601011WIIM •••• • BEAM VJYiWi vim 1)13570. OW •-'017,1111 mEa©Q12. =91 113 ' 110 ii ® 1:2:3 Mini Illihill i1E1M15:711,NW &MK= KIM KS@ 1 =ZAINP • 1d11100 1•>i1111•111111•1il•ii 1/31NI1 1I . 0 K 7 71.415. NI bo � 0 20► �1► _.•c - 043.5 TYPICAL FRONT ELEVATION 0.070• 3 3430 mes 7021 0. 0 4000 ro 2.20 2 0 20 2 1' r or •• cosmc antra ROOF BRACING LAYOUT / / '-'" J i m " a 47211 IO J •_r 0..52.2 KAY 31•40000 02 ir TYPICAL ROOF PLAN 0001200 304 1400011 000 00.01•: MACK l DETAIL A 4347 es MAX. IS USEo P>GAlv1 54"b 05 1.40•, 32. c, "0712 44:7=47". C7FH E1C 500013; A(ZE 4361.127E .(307 IP.t (\L - - •_1 -7- • • - 0;•••• 4 s 2 20 1 1 I L U 1/ 4• --2.n 1 PLATE DETAIL 7 �1' � c ■ 7/7 SEE. PLA•re: SII_E_BdC ,..2,)t7•iJnrsr_Q rtotEsrc = - 0 /4o 1 I/2 T.L 0.a "70 IL ( 74.0 0 * � "0.a rr'• f 10 Sri , n =1Yj arar =.cry _7>cs )m • I Li*-XQ 4" rrA.P.c 474 WYK* M, "57.1S rC SRL7Ce. �• 1=052 A ¢_ OM. 14701. 0001 . 4.0.4.1 (0.0..70.) - - LIS& 1 0.“5"sr mi 0000 a0. 42 (Tr.7L001 TYPICAL SIDE ELEVATION rt41 0007 « A TYPICAL SIDE "ANSARO ROOF .v,2 14 SAd "5IC'17F a'G/.�1� i��. KT- iGfl/4, rw JJ 0 � � .4•76eC • Y�! 0 (2 ��1(4Y 1 Z Yc7a¢ 72' 1/• X 1'1.2. jr__ r�t_FT .; LE S__AKICz_ T_.LC2GA.T I CIA mama OEM 1•14,114 Cuff Ow. BEAM PLATES 1 4570..57 002 1M -421' 112 2 •520021nom• 3 50002 261 04.45 70 L1 •1 ■1/111 Y . sot WALL 0(ML74C 15 •175 r t S • - S� 20L - BRACING DETAIL IIDOR 1r15-sr 5 20. 21'-0 Par__ (7124 1 20200 NUT 000( aria i 141140011 n no WOW (THUNDER BOLT) YAlt l0. lay •' - 1 " OK 120 05220 5•.010 -r 0.-r r -r r -0-0* 20. -r 00_2. PLATE • 27-5 0r-4 Kos 2•0 fun m m. ea l ur ar_n 0.r - r r -t0. SCHEDULE 4.20: ma P.-- r Swat • I/ : 27/4 • .pc : L. LW" SLEEVE ANCHOR SCREEN WALL 2 K e BRACE SCNEOIJI: '- 2.+ +-OL -04 scer�.t . s. c. Ammon, Ammon, K. SPAN -- 27 - r -r 20. -r •r-r t0. -a 27-r r rt ' .e0. 441 00 •0 -QC 72 (2 6 'sI & FASTENERS LOC. r 007.}0. 1 20 - 70/ + CP * 0 C -2� VIEW 402.1 COLUM PLATE & FASTENERS LOC. P ima --- TUBE COLUMN BASE SCHEMATIC 06.4 - 4••' T00 PAI 0020 20.0110 r -r 347 347 2.07.-"C-120,-192.23077-2=- %41020100' 2.07.-"C-120,-192.23077-2=- - .0.-r v -r 20. -0 27_10 f 5-0 27 - NOWT rd 7-r- _ 70.-0. tr-r a rd Sr - 41' -I0. 27 -r 2 9704 L...r EV C i1M1: aecLA-.*Zf.v1 .• =� 4..1 Y7 -(A2� 56.r" OF_ 2X21C3/g' 4t�z .y55FiGW42 71 70. -r 40. -: **SCREEN WALL CABLE SCHEDULE 4 1 CA1.1 PA w•_0. 71 -r _ r -r 5 -w• 0070 (071.02. Kw 1 • 2 COWL. KAI SPAS , r -r r -r 75 -. 45 -" a0. -: 40.E 42000 K 1/30. - . • 71 55 040/0040 20 07 100205.E •0.4 l 20 44 (. 1 4 D 100 601 w0. .rsaaersrat s (j° q - Id / . BRACING DETAIL - Qtv -4-13 E?44 // 1. - 210 " *- 0.7[03 1 ALL •4374111 414.04S 03 23 000 00200 0 00 200 02-4 10. 11.1 04 0.00 (. 12 40422 L 17ESIGN.CRUM.Rti0. _ ^__ _ 4w 106 20100 12.70 I o 210 010 0.710 720 1"'^' •,,,74 I2! - _ = ._._K1/i)hl[7 L!>AQ 7 f7EFt_ee:nct.1. L.Ikrltr _ Mil Mil CABLE BRACING DETAILS 20 L •w ■::.E': V :b 2000 m.o.= • T. 4. SCREEN WALL CONNECTION 00514 2020.0 rd (-a 5.20 rd tom- 120[!4' e_ Ix= NA L. 70. -0 s. - 2 CA0.4 1200 27 70. -r 77. -r r -0. sr -11 8 110022014 BEAM 5041 , v r ... 0.4304 Qfr -r ..0.Y 904 02•7(0 7040 -11' 41* 300 0242 Qtr -• •• •0• rums 3 Calf 12•20 a -r a0. -r 207 -r 0.r -r (r -r I/. • 7- 1 0.r " Amax 10 0010 2000 0(40 000 4 12. 11/0. • 37 0070 2004004 KAY 51241 720 001.0. 7 DETAIL 5 .0.-r Y -•' 27-4 7E• 43620. 70 0.2• 1200• 00.4 ••6 SCREEN ROOM BASE CHANNEL l e csimE * * n e :c.n�•��. lot SCHEMATIC -� ' .. J r•VirMa ; 12 4. 12 Shit tr. 69TTE0 TO FASCIA oaTNL an _ W7TEr TO FASCIA LETAIL u (NGTL. roR - - S 4 - ve t ' m E.FJiiS: - ,_t E [.r_sikk) nun Nowt co .3000 00& 0 /1..00 7412 020 70 4 5 2/4 2/ 1 7 122 2 7 .30 DETAIL 1 Y r•fa• Kt : ■••0• 471 4 70 11.yy. 41100 / 012 7/ 5 ' 144 3027 41 r• 070 120 _LAC 049 1 20102 D (1660 2 74304 411. r (a) 2/2 • 7 0.03 0.D 0201 625 20 2404 2 7/1 • a (/4 • 0/20 . a - 044040 4120 2 / D fah (ad 902 04 1 20964110 414 302 (ALTERNA FASCIA) • } /t *130•502 •••1' 4(140. 7•304 004 / 10 2 2 1/r 150 70150 24 0070 00 2 - 130 •00E /4100.10 , / 14 0.•r r -r 7-0 r -r 1 -r 40. G' 70. m 10 e" 3*6• 50 G" 5416" 4 4 szE 110EfO'1ES! 851114 r 5. - SPAQNO BEAM 41 6'--0' SPAaNO BEAM r 7. ' 5071013. VAT« 2.01. l ig i sa7 ":1 211.0111•1 0 - -01 n t 0241«_ 0 - am - 2020 5205 : c 7 - -- -me 0 .1 - d 302.0 3.20 1]71 ¢ 020 - I5) aID 1220 5200 Ee -rd 4_ •_ Pf =10 .m 420 ¢4u .0510 la - a tt =7e 020.2 420 Nn 5407_ o.o7a . •.Y' �1jj�1.,��,1�7777�� 17 �■�1 411 �.: 5720 4A0�� : ® ®_ 5011 QM 1172 -¢N°I 6AIM®I� = x MIUMIIM MEH EiRiER �AB41.��pp 720 1 ESSI EL y 71 } �®'ral 11¢0 720 1 21 l •. IEMMI MEINE Ell CCM_- - 205.5 a 770 7.120 - n 237 1iw.�- / T�� -MMI� ®cr°.��C lm 5020 ¢lap R MEIA 111111 6111 4.20 ¢sap atria 4m 5270 5520 5211. 3 s .- . = st :10 = - - 3 -1 pail_ a«- 0.720 0. 0205- - 9. -� T -S 0. - •. • q4 t_t 0 _ ,et 20 •as1 220 gam sia s1a 110001133 0 01 27 72 t (1 La ern 14121 t 11 12 ern 120 •20 5.500 m KZ . . 3320 040 .«0. M :r 1� �!ET , Mg= MEN II 150 ¢140 004440 2- SW M 'r 17:.CJ Mi MI T- � i.�t� n 500 4.14 .7120 0411- c j{�paINE..M. wM .�'��E- - - : -- js�- a 5200 n - • LTAI arOMMM�iif:�® - 7. - - Giii ®�Ii 4 Mi- OHMS 203 MI oast CI iiii11111111111EM MISCELLANEOUS FASTENING SCHEDULE )MOLE 10 3022 10 CO KM 443 Ss/ 00 0.024 112701 0 .000001.1 2* 2010 I 2 • • 1 P000m0 0(S 20 COOKIE . 70 - ' L*.4 If 0 701 7021.2111 P(214v m A17/ 4021410 2 • 20,4. .43.005 .011101 D 204 DETAIL 2 a / 1 1 m iW a � 4 0.0 0005 COLUIO(.7 0.-o' SPAC040 K1111 KAR Me 10 94 2741 PLATE Me 10 SIM MA0 PLATE .t L 4/f2 - "12 455' 08.00 OPOIlli MOM ran041ma K14r1. DETAIL 6 VIM 11 - rc_. et cItA2a s-ter./ - r ' %.1A. - B- A SA51DF1 1 P 7111• a/: 1f • • AA 3121 2 4,75 0 1/: Cal 2 4 00 . 1/ 5 0 0000 24 D • 4/ 12 44010 •: 070 •12. 1 90411: 0.G - - NOE1: MAL*. 4P20.120 .1- - 1" 1 nj- or I I 1 70 70 1-. .7170 5 TYPE B TYPE 81 TYPE 82 COLUMN AND BEAM DETAILS 000U as •. 1171 900 Pu0 004 slm0■ •0212210400* 720.2 MISCELLANEOUS COMPONENTS DETAIL 3 400 41201 4100 1 r. 201 aro ¢ 4110 94 .•10(02 2 Maw! DETAIL 9 DETAIL 10 C O L U M N S C H E D U L 702 004441► • 7 0019202 05706 1 096 0 1 2040 r SCHEDLI L mszt�aa - 04.A1041 (7-0• SPACYN0 • mar 4241 >03 940 • 010020 .100 700131 001. 00.4 220 20 04010 002 M 220102 20 0120 107200 i 7004 a 2027 COMM 01 716 9061. • K 66420 02217020 ./77 00 (412401 P 9240744 K 00402 1 AL1 000309270. • taxi 00070 m 7.51104 00660 0042 Ton 0 •200014J0 D 5202. 387014. • 116 «70.6. 2o<ym7•4! 052 700 000301/2005 20 04 700 011574 0740002 2000 2000 act 447020 07 00 12141 12001 -WST? 200 00004 401.740 *7 04 472000 0 .022202 4020 20 P2t1 00000 2012(. 117400. 0. • 701*04 Q 40020740. .020 2. 01020 •6 240 0400145 MOM 200.. 0. .40707011 940 K 121•704 10000165 0413. 001.415. 5120. 2070 0130004 440E D a 0214 01 0[}2742 7. 005910.7 40000 •220 00046 O 202-007•0 0 461470 001212.0024 l 7044 f0 200.00101 20 000 -47000 000 944 142 00 40410'400 .0? 124*7 OI 42 WEIN 043.70114.• 1, Nor 002•110 (4141120 00• 21* 141 00 K 2.70100 00402 v 042040 loaf 9•0 K 0100•0007 01• 41700 7 / • 0020 437244* 4410.• 200 240 121001 00200■ 20 121610020 1.20.. 20 •00044011. .700 04 RCL NICE 045 DETAIL 4 1 f 0090 0.•01 --, 7 1200 FA 370 2 20 40 0.300007 1•21 I 7 , } . t L1 12 It COW101 r 7-0' SP GENERAL NOTES ttc 971.1- (q: moon DE TAIL 7A N 1.41 n w . 03l C T 0470 40 0041 2 .•21 L LI rv0 a. OEM 12 1-0 SPACING .. KW 1 1.00 00'040 CO.U100 n o'-o SPAC040 Pi^70 V 40. a7v-4 - �..•2�...a -57 DETAIL 7 DETAIL 8 R'rA•' �ccs.Arf �5crua� ra�tn i_' -' � i 70 551 /0.'••r- � \i � f � 10. 72210 4141. _ C• 00 27 T 1) 3 L 2 z L 7 • 7 / /Qo B / /cf ■ 4 Oa • • u. Cf) e n 6 • 1 THESE PLANS ARE APPROvED f '; . p WITH NO VAri V. "- "; ❑ b;!::' NO OTHER DE!'!MO -is ORDINANCES WI! . 13F. AL OTHER APP' IC. ;T`. "� ,•,., dTU CY ALL T =1 ;E GEP 1 _ I; •CE ' :'. v ��•tia CCU • � PRELIMINARY: REMARKS: COMPLIANCE W?TH Tt:E BY MIAMI SHORES d!Ll.' -. F. SUB C0':TRACTORS ,.: ING REGULATIONS WHETHER OR APPROVAL FINAL: ; aJILDING PERMIT F ;''STFD IN "REMARKS" • ' 'I !G A :'D ZONING FP.' i-;: • t Y :1 .TED BELOW. .: L . S 7.1UST E.E COMPLIED Date E aS ADr.WTED E'J!' & NOT SPECIFICALLY INDICATED HEREIN. are ''''•■••••••• • • 1 %-/ - 1 1 • • . c • • ■••••- k •••••■■•••••■••• 1/4.0 *.# 4 •••••••••• -- I. 0 1. .• —1- s.. 1 • 1 . 4:7 • (e • it• I t" 7 ,1111■111111111•11a •••• Imo 61 A FILE Ho .387 03/13 '03 14 47 I D f1 I Aft I _SHOF ES_l' I LI AGF __ __ Fc.X . J5 7r X72 PAGE 1/ CON TACt'Oft'S SIGNATURE & DA NOTAR P AmS.42 F�i') PA . ' 2 %llj=S 03 B UILDING OLa...irr!Er4r 1 0030 M C, 3E60rv0 AYEnuE MLAnl 3hORE3. /l,ORIOA 3iI]s•a 333 TELGPMOM: (3O3) 79S•22O4 /AY IJOI 730.0972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAPTY ACT 1 (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at •5 A '7 'Y� Miami shores,. F1., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the methods) to be used) The pool cvill be isolated from access from the horne by an enclosure that meets the pool barrier requirments of Florida Statute 515,29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with•release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $5 0 and /or up to 60 days in jail as established in Chapter 775, F.S. - 1z //f> OG'/NM S SIGNATURE & DATE R'S NAME (PLE SE - PRINK e -'! M% Gomm;ssk i 001500:8 too EYp res 5, 2003 NUT \'4I.IU All 11UlT IIIL SIC..A ruler 4.tiU r111: ORIGINAL LUAU SEAL OE 11.0NtUA 1.1C LNNr.3 SI'tt1 t1 I)Il l�U .\IArtI A BOUNDARY SL''RvEy Irereoy terrify :hat the surrey repre- sented hereon meets the mirwmun technical uandards set forth by the 3oard of Land Surveyors ■n chapter 61C174 Fio-da Admrnrstratr.e Code pursuant to Section 472077. Fla. Statutes The are no enc oachrrrtnts. o.•eriaps, easements appearint on th.e Flat, other than as shown hereto. f 2ft, r_r .31; .� rm • • • ~ �G �+ 0 /VJ �o , �� •rte%- rrr-rrrj- 1 9. /, 770 —E �QCy, 0 9i' 0 & . r✓4� 23 / /04,2,X 4 -14rl _2 , " - �T 23.30 a'e °06 !✓4C - n l�� UI II ,1 O. //* 1,0 /7•,5 l .•./ -, //_z. A 8 PROPERTY OF: T/ t/ This property described as: Lots 17 and 18, Block 2 AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. 11� 7 Page 1 of 2 isiluk, Peter and Lani 59 N.E. 92nd Street, Miami Shores, morminsuramsessivik Florida 33138 LANNES AND GA C•I.A. INC. L.13. 4 2O98 • N!! 1tt •'1:Y : :RS- MAPPERS-LAND I'L.ANNE!ZS RNESTO E. ESPINOSA #2946 1)(t.cr uddrrs: 359 AL:1 ,r..ccnur. ('ural Gables. Fiurida 3JIJJ ' 175.x)523 -8663 • --1 SCALE , 13Y DR\rG. NO rte" ,40 84060 vaanumuimurnausimemmemsnieurriarmissaimit 2004 U.G. SERVICE WATER 38 �8 38.18 EQUIP 0 ( n METER PANEL 0 0 1000 22 T�. SEWER NE.. 92 STREET 83,34 SITE Pi. AN RECEPTACCE BOX \i G \ RIDGED METAL CONDU I T 1 " =20' 20,49 RECEPTACLE E30X DETAIL NO SCALE CHILD FENCE LOCATED A MINIMUM OF 20" FROM POOL'S WATER EDGE 31.88 POOL EQUIP EXISTING RESIDENCE WEATNEFii'F2OOF GPI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE 3' 4' 1' 3' VENT BUL LNOSE COPING CENTER POOL ON EXISTING SLAB EXIST. SLAB POOL LAYOUT 1/4" ■ I'0'• BRICK ON BAND ELEV. TOP OF POOL WALL 1.0 DEPTH OF POOL 55 ELEV. TOP OF MAINDRAIN 15 FLOOD CRITERIA 30 ELEV. TOP OF MAINDRAIN 15 POOL N FLOOD CRITERIA 35 15 LESS 2'0" HYDROSTATIC VALVE SLAB THICKNESS REQUIRED 6" 34 SURFACE AREA (ea FT) 422 100 VOLUME (GALLONS) 12000 0.15 TURNOVER (HOURS) 4 23 PERIMETER (FEET) 85 DECK AREA (ea FT.) 225 1 ELECTRICAL NOTES: BUL LNOSE COPING •3 BARS AT !2 " CENTERS ■9 POOL SECTION HOUSE PANEL 2004 METER D[ . 200L, ffd 'AMP 1- 2P -30A 2- 2P -20A 1 -1P -NSA 50A D(S 20a &WITCH 3 4 12 THWN iN 1/2" COND. 2 HP PUMP 4 SS 14 FOR 15 4 100W 1 HP BLOWER 1 12 FOR 150W 0 10 FOR 200 4 300W I WI TC4-4 2.1• +1.1271-4 iN Va" COND. RISER D I AC RAM HYDROSTATIC RELIEF VALVE SET IN WASHED ROCK BED NO SCALE 3 "8 71-1WN IN 34 4" COND. HP HEAT PUMP IN v� " COND.1 "f 2 THWN SWITCH !6V TRANSFORMER JUNCTION BOX ' I50W 12V 100W POOL NOTE: PROVIDE "8 BARE COPPER BOND WIRE FROM LIGHT TO POOL. STEEL. WHERE A CONCRETE DECK IS NOT PROVIDED, PROVIDE A "8 BARE COPPER BOND LU1RE FROM THE POOL STEEL TO THE EQUIP- ENT TO THE PANEL. WHERE A CONCRETE SLAB 18 PROVIDED, THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO THE REINFORCING ME61-4 CONTINUOUS TO THE '5 REINFORC- iNG BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED iN COMPLIANCE WiTH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RiSER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A WISED DRAWING SHALL BE SUS - MIttED AND APPROVED SHAOWiNG EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO 71-4E ELEMENTS SHALL SE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS 4 r SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. 6 " POOL 84FEt DEVICES: AS PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL SE FROTECTED (AT THE OWNER'S EXPENSE,FROM UNAUTHORIZED AQCCES8 iN ACCORDANCE WITH ONE OF 714E FOLLOWING: 1. A P'ERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART OF THE HOUSE AS A BARRIER. THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE I.4QUBE 16 TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO 71-4E POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 18 EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND 176 SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER 71-4E DOOR 18 OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS 70 TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH 61-IALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE WATER. THE NET OR COVER SHALL BE iN COMPLIANCE WITH Aerm F1346 -91. 3. A CHiLD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES iN HEIGHT SHALL BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO 714E WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PEFd'1ANENTLY INSTALLED AT ONE END WHiCH CAN ONLY BE REMOVED BY TOOLS. 4. A COMBINATION OF 714E PERIMETER FENCE AND CHILD FENCE MAY BE USED TO P' EVENT 4CCE68 TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED IN COMPLIANCE WITH ITEM 3 ABOVE. SAFETY NOTES: 1. A PERMANENT SAFETY WARNING SIGN SHALL SE PROVIDED AT ALL BWIi'1MiNG POOL AND SPA AREAS READILY VISIBLE FROM THE POOL 4 IN ACCORDANCE WI71-4 APENDiX F ANBI/N8P1 -5 -93. 2.11-4E WAFZNING SiG"N, 48 PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DiViNG, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. It 18 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION SE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIF'PED WITH AN ALARM WH1CH PRODUCES AN AUDIBLE ALAR3'1 WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF- CLOSING GATE. "3 BARB AT 12 '" CENTERS 3" 6 INTERLOCKING BRICK CEMENT WEDGE- ' 2" BAND BIND ROCK BASE 1 '3 e 12 " CENTERS TOTAL = 36100 WAITS POOL LiGHTING = 150 WATTS TOTAL = 362:0 WATTS WALL SECTIQN NO SCALE NOTE: BAR SPLICE NOT REQUIRED WHEN FLOOR SLAB STEEL 18 BENT INTO WALL. ELECTRICAL LOAD CALCULATIONS: GENERAL LIG44TiNG = 2300 SQ. PT. x 3 W78. / SQ. FT. = 6900 APPLIANCE CIRCUITS AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS D 164 N,UABHER = 1200 WATTS REFrRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS FIRST 10 KW AT 100 PERCENT = 10000 WATTS 26250 WATTS AT 40 PERCENT = 10500 WATTS TOTAL = 20500 WATTS AIR HANDLER • 10000 WATTS HEAT PUMP = 6000 WATTS POOL PUMP = 2100 WATTS BLOWER = 1800 WATTS TOTAL = 40400 WATTS / 240 VOLTS = 16834 AMPS POOL COPING T i. F 'I 8= 111111= 11 =11 1111=- POOL WALL E3RICK ON SAN) DETAL NO SCALE BOND WIRE TO POOL STEEL NOTE: BOND WIRE TO BI± SECURED \ TO STEEL WITH APPROVED CLAMP. _c CLAMP TO BE ENCASED IN Di=CK SLAB OR CONCRETE BOX PROVIDING MiN. 3" OF COVER AROUND CLAMP ! 1/2" NON METALiC CONDUIT TO JUNCTION BOX 2 *3 BARS ACROSS NICHE LIGHT BODY UNDERWATER LIC3I -1T DETAIL NO SCALE POOL DECK 11/2" AIR LINE 11/2 " R VENTURI SF4 . 1k4EIRAPY NO SCALE STYJCTURAL NOTES: 1. ALL POOL CONCRETE 81--IAL L DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PST. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD SISENG714 OF 60,000 P51. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESiG"N OF THIS PROJECT HAS INCORPORATED A RATiONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS OTHERWISE INDICATED ON THESE PLANS. 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE APPLICATION OF HEAT TO THE STEEL. SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE BILE, 801L CONDITIONS, ROCK AND SANE AF - ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 P&4. 1 -110WEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. WATTS NOTE: BASED ON INFORMATION PROVIDED TH18 OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE FROPO&ED ADDITIONAL POOL EQ+JIP1 - 1ENT LOAD. POOL WALL STEEL OPTIONAL 3 4 "x2' BULLNOBE TILE 18" 4 STEP SECTION NO BC 3 /4 "x2" BULLNOSE TILE NOSING *3 e !2 " CENTERS SWIM OUT SECTION NO SCALE pz -- 1' -I' -1 II _ •3 BARS AT 12" C/C STEP AND SEAT STEEL NOT REQUIRED 6" CERAMICS 4 RISERS AT 10 1/2 ° EACH 1l��i�w1 ANTi VORTEX MAINDRAINS SPA SE-CTIO NO SCALE n� 1-- LANUI -1CLI) DETAiL NO SCALE 6" CERAMICS 1' -A" HY D ROSTATI C RELIEF NOT F''GQ'D. SSA SSCTiCAN NO SCALE 2" MAINDRAiN PIPING SUCTION TEE (SEE ISOMETRIC FOR SIZE) 12" POOL FILTER WITH !S0 SQ. Fr. OF SURFACE AREA CARTRIDGE NOTE: BALL VALVES MAY BE SUBSTITUTED FOR MULTIPORT VALVES 6 "x6" CERAMIC HANDHOLD ON MAXIMUM 4'0" CENTERS. VJIJJ.JI a'3 OARS AT I2" C/C OPTIONAL 3 j4'x2" BULLNOBE TILE NOSING ON STEPS AND SEAT 4 r3 BARS ATI2 "C/C PLUMBING NOTES: 5 HF' 1 -afrAT PUM? 123000 BT W/ IP:TERNA!. 3 - -PA56 J \bti Vim\ G I1 RECIRCULATION PUMP 2 HP, 95 GFfi1 AT 60' TDH SELF PRIMING ISOMETRIC 1. ALL POOL AND EQUIPMENT PIPING SHALL E3E SCHEDULE 40, PVC - PW, NON - THFZ ADEL), NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE iN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 4. ANTI VORTEX M4INDRAiNS SHALL HAVE ITS PLATE SECURELY FASTENED WiTH TAMPERPROOF SCREWS. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP iN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE -PLU S NG SECTION 309 AS IT PER- TAINS TO BOUYANCY. 1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NOW AL OPERATING TEMPERATURES. SPA POOL .1 TEE Sa-iie SIZE AS PUMP SUCTION A\\' 1„V1 AGJ \ \ ,�•ti 1 HP BLOWER 3e ''''Cl/ /4\ /4 ; 4 c 1 ., :; k s 11/2" HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED PROVIDE SCREEN MESH AT JOINT WATER LEVEL \ WEIRT_ CERAMIC TILE •. 7HIROAT , POOL WAL L TOP OF POOL OR SPA COPING, WHICHEVER HIGHER VENT DETAiL NO SCA ADJUSTABLE L • NO SCALE DETAIL NO SCALE POOL AN U Si✓'A DATA: CONCRETE BASKET (MIN 1 15 SQ.IN.) / SUCTION LINE SWIMMING POOL kYDROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6' AT THE SHALLOW END TO THAT INDICATED ABOVE AS BLAB THICKNESS REQUIRED. D47E w tt 0 h FEB. 26, 2003 # i5 ;01;t" • ,; F {�1f t��;; =C +�;i i• �,�,C•]ifr� i s • 11 4: ) ..1114 0 ) 4 0 a" [ Ji f..111;\11:11" �� 4 r : 1lic f•.ir t'it: at. ir-1CfVf' (' _4 1 (" • Ct f�' f1iC�Z'ts a. , , r��ii}"r�4 �� i ��.��"ri�x r� r.rr�.f t t_r4�3r � 1�3�tt la a ' r- f_ - ! .. t t t - .y j to -i 14 a 1- ",V1•. , ;. 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