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1292 NE 95 St (16)r LOCATION 66ra PANEL 1 L1 OE c �!E(�LEf�CTRICAL LD CATIDNO SIDE b11ETER.CAH VOLTAGE 110 - 240 MAINS 200 p MOUNTIN3 VOLTAGE in ...z4,0 ,4OYQL DESCRIPTION WIRE POLE CKT KW DESCRIPTION VJ RE CODT CKT z Trup ( KW 10 DESCRIPTION I W1RE 1 CDDT - ktiip he4 # ! 8 1 40 5 4 C. # I (n T') 10 20 1.5 3 - - tl E X ISZr - 'I 4 ° _ 1 3 - 5 11 M ri p h Pmt # m whirl Ipc,o1 e u 10 10 5 5 ?jp J 5 u I C 10 B 20 15 OM 1.5 S t EX 6dneta EXIST 1 )4 E 7 20 1.5 WI- 10 ! 3d 4.'7 B 130 4.5' pDol E 1 10 1 12. 13 10 20 ' 77 4.5 l elk+e'r 20 10 6mat. cx (EY\5 12 14 15 1.0 pool I i Gil 12- l2 , 3 - - 11 22Q}h [7 i I (E1llS 12 14 1 B 1 ° 20 15 IF . ;75 - en-4 1 e. - e-r 6 Cjex\ e-4r0,1 e‘c-1Lr■cr I I 1 8 17 1.5 .'? 5 ,-- ° �EC`E r 1 c er r4 O•erioi- t4 30 20 17 ,0 15 :15 � e.riDr 14 13 ._ 21 21 IF 1 ' 6eneru1' E■l►5T 14- 22 22 .-1s enerul (Easy 14 23 15 .15 K C EYtsr) t4 24 15 24 ,' C E' - T) , l (EYI511 j 1=x 1) 14 14 14 26 E5 .15 ' ( 14 2 B. 1 5' 27 2B 26H. .I5 " ( EN 1 St') 14. 27 23 15' 15 :75 '' C1=YISr) 14 23 15 15 . ?5 .75 11 . E(kST) j1 6E1615 14 14 29 15 • - 7;,* E'clSr 14 33 15 30 ,1 C as(61 ) ' ca 14 1 4 34 30 31 II C EX ST) 14 .15' - 1 . 37 32 33 33 33 34 35 42 313 TOTAL TOTAL LOAD ©© 7 Ur5 37 TOTAL �•'' ,` 9 /10 POrIVIriU AMC, Pnnlrr 21 SIGHTING CALCULATIONS 3 WATTS /SF KW CONNECTED CALCULATION GENERAL 33 °I0 �_ X - 1000 4 40 41 � 42 TOTAL ' ; CONNECTE0 LOAD CALCULATION 10 -5 11.5 ' - - , TOTAL `' f» LIGHTING CALCULATIONS 3 WATTO /BF X = KW LOAD GENERAL IQ ' '�9T 10 KW ti 1D0 °1° A ..,.U. C°.,00 °I ° REMAINING KW e.40 °iO 15 1000 I t . r LOCATION 66ra MAINS 2C0 A MOUNTING 6() Q� VOLTAGE 110 - 240 CKT KW DESCRIPTION WIRE co ck .7.: KW DESCRIPTION WIRE coo 1 50 9.0 ouen -m ,Lro 8 .. •2 20 1.5 rei: re (CYST) 12 3 - - 'I 4 20 lin MIC?OWAV 5 aD 1.5 war m1 12 B 20 15 OM 1.5 S t EX 6dneta EXIST 1 )4 E 7 20 1.5 WI- 12 - ° 14- 3 2D 1.5 6 rna app ('&) 12. 10 20 12 11 20 1.5' 6mat. cx (EY\5 12 12 20 5n L EY IST ll l2 13 2D 1 .5` 22Q}h [7 i I (E1llS 12 14 20 4,5 _ 1.5 1• _4 a Co 1 EXIST m. -fib hip It WQsI E CE\ 51 12. 10 12, 1 8 20 1.5 ri), -1-ub 12 1B 1B 2D 30 20 17 30 4,5 Wafer }-) i'r C E tsT) ll to 13 ._ .. 21 IF . ?5 6eneru1' E■l►5T 14- 22 15 .-1s enerul (Easy 14 23 15 .15 K C EYtsr) t4 24 15 , ,-2 - , ?? ,' C E' - T) , l (EYI511 j 1=x 1) 14 14 14 26 IT .15 ' ( 14 2 B. 1 5' 27 2B )5 .I5 " ( EN 1 St') 14. 23 15' 15 :75 '' C1=YISr) 14 30 32 15 15 . ?5 .75 11 . E(kST) j1 6E1615 14 14 31 15 • - 7;,* E'clSr 14 33 15 .1 5 ,1 C as(61 ) ' ca 14 1 4 34 30 .1 II C EX ST) 14 3.5 .15' - 1 . 37 33 33 40 41 42 TOTAL TOTAL LOAD ©© 7 Ur5 LOAD 50.25 TOTAL �•'' ,` 9 /10 POrIVIriU AMC, Pnnlrr 21 SIGHTING CALCULATIONS 3 WATTS /SF KW CONNECTED CALCULATION GENERAL FIRST 10 KW Wi 1D0 • A.H.U. (:100 °1° REMAINING KW e.•40°1° TOTAL LOAD AMPti T°rnluO<n °I0 �_ X - 1000 €k1 E VE * * * 6 1 P 1 •r 0. • • E •1- -- - - -� _- J 1 I0"1't rt AMPS P.ntiioar- 28,0oo . 240' l I`1 arnas E L E C T R I C A L Pq O D L' __. AMP PANEL- PANEL II 6 26,100 240 = 1d9 arms /11 ��'c`JLQ'G�l e4 e ,1/2e- / f , 47 resl �/ 0 sop ' 3 - E V LS S_GOND . FLYfr. _ Ll\!'∎) A,. 1 4" _ 1 OE �_ L1yG PhN I1_ 10/SI1-i Dlc0i4E - r (t, l 0 •• • • RE 1 RE • • . • vNDEB,Mo WD 70 F PL. ELEC TRICAL MISER DIL\ m 11 - 11- -i 1 --- 1 7 . -- 1T - T - I --1--- i 1 1 I 1 .1 � = - -- I _ - - - 1` - - I ■ �I , ■ p - I ff - H - � - i - tl - - l l ! I . I c� h1 1/ l- -' I ,- I , 'i_�'L 11 J _ L II_ ( DINING ` r 4.00A ma xusrtt cn>naa w 1 200A 8/16 Gtrcuti' PAtiEL 2004 MA1ti ©RFQKE'R FOR PMIEL" 13 Awrio 6RDUttMDTo 2 -S /8'' Rods 8' Iflmg - 6'AP,psT Q150 0 1 4' CJM D WAJER PIPE 5 -6 6ARIYIE p)NEL "g' 204 1-(11.0 20/40 c lrcu; 34-2/0 AWcp l - 2 (oNDu7 t_IV1N w F LCy)P. PASS' 1 AFL 1_.10- 11 . `.MQ 2,■C �-_ -) 1- 4 1 /4" _ i' - 1;U16 ED LOAD er\eral 10 KW Co 100% 2moini e 40Z ( a54. 50 25: C�"1.15Z ) ri�.�5 . tg @ /0 - 2 1Fi h tk) 48,100 ; 24-LO god reMi,`I Ter) An Ts p(Ou \ de. 20 , cSeru leer I 4... 4 • 1 Ii - 5.0 - 10.0 - 12,D - 4 ,5 - 4 - - I .5 1. 5 - 4.5' - CUT' 10 SEA. 2`S LC PL.e. +J , r J O O ' / A LL rr VI 0 �7 C �\ . /59rEp T3 E .er ral 2574t' Y 3 erleral inKcu i % 1t) a /_e_ 16D% I 3Loilit) J 31 0, ■+246° 1'0 amps 48.1 101.51) 23.1 15'.o15W 3- • R 7` /P LC , •. / 2-0 "2 sr- A 4 c:.'z -ti.; - • • S$, /2 SCALE PLAra 41 - f 2.1 c51-'t • - 11 LINEOF FAMIL'I 8001 -1CLU4 8' 3 " A. FF - ---'� W111rVLPOO1_ MOT 1N LINE HEATED RANGE /OVE N ROLL•OuT' FANT12•1 GF1� �r ^® uQ u GPI -6 3'3" 11" B 1�• 1 3c 1' G F, 39 "Gri 33" 9 / D.w• 'NLINE OF LIGfir 50FFIT 8 "A.F.F 3 � - ALINE of 12 "d OPE�1 L,�77I��6H�T SHELF eo 11 o to l': / WIK 1 `1 1 / JuNCTtoN i5oX Fog. XIEt oty UP LIGHTS / CLS . @ S'- EA 1 V.J/ LIGH TRASH DRA`J• E 2 8.31 - a : 0 cIn K ITC HEN/MA:MTH ELECrkICAL PLAN_ 6 LE GAS OvEN ---ExHAusr 11000 -EXfit■UsT HOOD C.6• Ts Gr GFI GFI • :PQ RE737571771\L', - ippl Northeast 7th Avenue, North Miami, Fla. 33181 - Phone: 305-893-6055 • FLA. REG. 14156 FLOTATION ANALYSIS WATER LEVEL ELEVATION 10.25 POOL DEPTH 5.50 ' LOW POINT POOL 4.75 i FLOOD CRITERIA 5.00 ' F.C. DEPTH LEVEL 0.25 LESS HYDROVERTICAL -2.00 HYDROSTATIC UPLIFT -1.75 WALL THICKNESS TOP BOTT. PLACED CONCRETE N/A N/A GUNITE 5" 6 -1 /2" FLOOR THICKNESS BOTTOM PLACED CONCRETE N/A GUNITE 6 -1 2" F ut Pag.- 3. cY tvc t STi �� 4ji..1G • r2(zIVtrWAY k,< I s•T: Ex I sr, 3 mill. 5 I God -1G, St D5LAIALk. a ► I rrPILWSY 75,e c 1 POOL SITE PLAN JOB ADDRESS: 1292 NE. 95 STREET MIAMI SHORES, FL. SC: - 1Ot-0w Lfir#L DE C ALL THAT PART OF LOTS 1 AND 2 , BLOCK 85, OF MIAMI SHORES SECTION NO. 3 , ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PACE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, LYING WEST OF THE FOLLOWING DESCRIBED LINE; FROM A POINT IN THE NORTH LINE OF LOT 1, A DISTANCE OF 75.0 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT 1, RUN SOUTH 100.2 FEET TO A POINT ON THE SOUTH LINE OF LOT 2, LYING 82.12 FEET EAST OF THE SOUTHWEST CORNER OF SAID LOT 2. v5 I.I FYAT J9IS 5ITa Ppara6s. Poa Bea y r M I. rxr 3X 2 xl 47IJ 1• Wee QC. SL4 M It.I a ` AwaY Front rigoporY S ag 61.45er 43 For- 2 wr`m J \I a q- I M11J• sfris.c.veal tlaTo DereMG. SOIL STATEMENT BY VISUAL INSPECTION SOIL CONDITIONS APPEARS TO BE CLEAN SAND AND ROCK WITH A MINIMUN SOIL BEARING CAPACITY OF 2,000 PSF. I/a'4' 2 A RJ� cu IF CONDITIONS VARY AT TIME OF EXCAVATION THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND ALL WORK SHALL STOP. ./" i �s F'LE NwrE s I * fbt.E N 1 w. SHALL. PIrIzki.o. P.1 Ei.1T ,4 061 -+d FE V To p , L- d6GIC-, (►Jo IJ• tLE MPV42 LE) 4 Gov 1.-le • Pt0 rtG t-E EVM POOL FENCE DETAIL 3 pear 400; uaoZV°Fef •■ M4T •9PIa f"Liet Wei NOTE: BARRIER ( FENCE TYPE BARRIER) PROVIDE SAFETY POOL COVER TO COMPLY WITH SECTION 424.2.17 OF THE FLORIDA BUILDING CODE (ASTM F 1346 -91 )OR WITH BARRIER REQUIREMENTS OF SEC. 8C-4 CHAPTER - 8 MIAMI -DADE COUNTY CODE NOTE SOIL INSPECTION THE OWNER OR CONTRACTOR SHALL PROVIDE SOIL INVESTIGATION REPORTS, FAILURE TO PROVIDE SOIL TEST SHALL BE THE RESPONSIBILITY OF OWNER AND CONTRACTOR. IF SOIL REPORTS ARE NOT PROVIDED CONTRACTOR SHALL VERIFY CONDITIONS AT TIME OF EXCAVATION. IF CONDITIONS VARY FROM THE INITIAL VISUAL INSPECTION MADE PRIOR TO THE EXCAVATION THEN ALL WORK SHALL STOP AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. f 6 DECK BENCH DETAIL I SC: 3/4" -1 1 -0" Ex 6Ti F'LA WI Z root-. P , : ►� ,, 3t.,o 4A/sp.. v. ELL L e t.,1 Pt Ll. vvi todg ca'' * tof 1 e w I t'-E. Pal OF: . 1 'YPt4» L. POOL LAYOUT PLAN sc:1 /4" = P -0 4 LIG, id 04 1 cA Nit L.E. a M,e0(- I I11SW vEg.- e.406 41- • 444 ,, 4 iP e 1.4." 1- 0 wwY 3 - 4.. 4, La v•-) WAY • P 147 3Lk. I � y T'µ le.K-5IJ frb6.E W/ 1 40 5 ` 4 ©r 4 1 . 0 0 + 1 z N Ew E -T Ni Era. Lae.A ri x i'T> ovag.)-4 ,•, UbJ �I. t L 'IJ I C 41 C 41 ._ E C C 2 O 0 CL of c 0 -E r « 41 « V V d � a a w C e 41 A `O 3 a L O v m 3 2 0 c E of 6 0 4 .0 O 4) 4) t 4, dt 7 41 4) 4) 0 0 c 4, 9 c 0 4) c • 3 O 0 3 0 c v 4) M Nt- M M j 2 t CO trt 0 w 1- M 0 0 0 cc O z w W U J O a I DATE 7/19/2006 1 1 JOB NO M -06 -112 CIRC. NO. DESCRIPTION OF LOAD VOLTS ' TRIP WIRE ROMEX REMARKS 1, 3 POOL PUMP 230 20 A, 2 POLE # 12 CU. 1/2" COND. 2.0 HP. 2, 4 POOL HEATER ( HEAT PUMP) 230 60 A, 2 POLE # 8 CU. 3/4" COND. 110,000 BTU, 40.0 AMPS 5 POOL & SPA LITES 115 20 A, 1 POLE # 12 CU. 1 /2" COND. 12 VOLTS 6 POOL EQUIP. REC. 115 230 - 20 A, 1 POLE 20 A, 1 POLE - # 12 CU. # 12 CU. - 1/2" COND. 1/2" COND. - WP. GFI 1.5 HP. - 7 BLOWER 8 TO 10 SPARES P001 DATA & EQUIPMENT SIZE & DEPTH IRREGULAR / 3.0' TO 5.5' CAP. POOL / SPA 14,433 GALS. PERIMETER / AREA 92 LN.FT. / 430 SQ.FT. PUMP * 2.0 HP., 230 V, 1 PHASE FILTER * CARTRIDGE 175 sq.ft. TILE 6" THRUOUT TYPE OF DECK CONCRETE EXIT RAILINGS N/A COPING CONC. BRICK BULLNOSE POOL TURNOVER 7.0 HRS. SPA TURNOVER 40.0 MIN. POOL HEATER 110,000 BTU HEAT PUMP WATER PURIFIER N/A LOAD CALCULATION EXISTING HOUSE PANEL REFRIGERATOR WATER HEATER DRYER - DISHWASHER MICROWAVE WASHER GARAGE DOOR OPERATOR GARBAGE DISPOSER RANGE SMALL APPLIANCES ( 1500 W EA. ) LIVING AREA 3,100 SQ. FT.( 3 WATTS PER SQ,FT. ) FIRST 10,000 W @ 100% NEXT 31,000 W @ 40% 1- 7.5 KW & 1 -5.0 KW A/C STRIP HTRS. ( 12,500 W X 65% ) 2 - "A /C UNIT BLOWERS 1,400 W EA. X 1.25% EXISTING HOUSE PANEL LOAD NEW PROPOSED 200 AMP HOUSE PANEL MAIN SERVICE LOAD CALCULATION EXiSTING HOUSE LOAD NEW POOL PANEL LOAD - -®a FIRST 10,000W 0100% NEXT 44,735W @ 40% 1- 7.5 KW & 1 -5.0 KW A/C STRIP HMS. ( 12,500 W X 65 %) 2 - "A /C UNIT BLOWERS 1,400 W EA. X 1.25%- NEW POOL SUB-PNL SCHEDULE NOTE: ELECTRICAL SUB - CONTRACTOR SHALL VERIFY EXISTING MAIN SERVICE AND CONDUIT. IF NECESSARY ELECTRICAL SUB - CONTRACTOR SHALL MEET WITH F.P.L. REPRESENTATIVE TO CHANGE AND INCREASE MAIN SERVICE. POOL UTE 300 W, 12V SPA LITE 75 W, 12V TOTAL = TOTAL = q 4' -0' MIN. #3 REUNF. BAR EA. WAY #3 REAF. BAR EA. WAY TOTAL 34,025 W 34025 W = 147.93 AMPS 230 V 147.93 AMPS #8 CU.GR. 39519 W = 171.82 AMPS 230 V JB 1/8 CU. GR. 10' MIN. 20' MAX SUB. TOTAL 41000W TOTAL 54735W TOTAL 39519W JUNCTION BOX TYPICAL TRANSFORMER TYP. (110V •12V) JB Lrifi 012 IN 112'C 1'C 800 W 5000 W 5000 W 1000 W 800 W 1200 W 800W 600 W 12000W 4500W 9300W 10000 W 12400 W 8125W 3500 W 41000W 13735W 10000W 17894W 8125 W 3500W • JB 115/230 V GFI REC. 0 BLOWER 18 CU. GR. LOAD CALCULATION NEW POOL PANEL POOL PUMP 2 HP. 230 V, 1 Ph, 60 Hz, 12 AMPS 2760W POOL & SPA LITES 2- 300 W,& 1 -75 W, 12 V 675W GFI OUTDOOR REC. ( NEXT TO POOL EQUIP.) 180W POOL HEATER 110,000 BTU, 230 V, 40 AMPS 9200W BLOWER 1.5 HP., 230 V, 4 AMPS 920W TOTAL 13,735 W NEW POOL PANEL LOAD ( PROVIDE 100 AMP PANEL FUSED TO 60 AMPS ) POOL/SPA UTE SWITCH ALT. LOCATION FAMILY ROOM OR COVERED TERRACE #12 IN 1 /2"C 40 A, 2 POLE BRK. *8 CU. IN 314T �w►n. POOL HEATER 40 AMPS 7' 1'C #8 CU. GR. 110,000 BTU ELECT. RISER TOTAL = 13735 W = 59.71 AMPS 60A #12 IN 1 /2'C 230 V NEW PROPOSED POOL PANEL 100 AMP, 115/230V, 1 0 (RATED 60 AMPS) (10,000 AIC ) / TIME CLOCKT EXISTING 200 AMP HOUSE PANEL 115/230 V, 1 0 PUMP #S CU. GR. P1-4 txre 5v � 4. 430 4eq•FT: P ,.r.-1 M .°r .. 1 . 1-0. p1'. 59.71 AMPS 3s6 CU. THHN& I # 8 CU. BOND IN 1' COND. TO EXIST. HOUSE PANEL PROVIDE 60 AMP BRK. 2 P011 ROOF ATTIC 200 A ELECTRICAL NOTES: 1. ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC - NFPA -70 -1996 -680 2. PROVIDE GROUND WIRE SYSTEMS LOOP WITH • 8 COOPER WIRE FOR POOL DECK WIRE MESH AND POOL STRUCTURAL STEEL 3. GROUND AU. BOXES, LffES, MOTORS, LADDERS ETC. WITH # 8 COPPER WIRE, SEPARATELY POOL PUMP MOTOR TO BE LOCATED ABOVE GROUND WITH 0 8 GROUND WIRE 60 AMP BRK. POOL PANEL FIN. GRADE TO ELECT. METER SYE ti \\\\\\\ N \\\\ POOL PIPING PL 2 1 F• PA P uw1 2.3 1 9 6 , 12 co-41 (12o GPM) PUMP PIPING DIAGRAM . 3 -wY VALVE 3 - wAY VA LVE 2 " Val• -'�/E C� - 175 6q � cAI rIzIp6€ pi LTEg- e' 1 '' II I I /Z woSTt SC: f /4tt _ P-0* Pam L N E4. it P.- II v, 00 o F,T'v 1 , 2.3o\; 10, LO HL „fri & E o1 oL root- esziatpmear l to I.. IA 11.. FNM P oPEP- Y v r-I EY AT -10 SITE, BI -owER ' 1L // '4, � R,Pr s sa Q MM � / r ) A 7 2 , 5� $ � A-7 i� hi 3- we VA. ./ Avp e4 'QV, !Si ti NEAT POMP I I O , doo a - r L l l a3av, I PN w H 3. way 4 / Goo A CM(ER. valve F. a.re r- 175 i-Asz,Fr. I %y w4-re 2.o NR PUMP, Lao V i PH, to Hz vpLVS 0 [ % I V 1,1T Z•g- it .430v5 root.- V PraovI 6 se.,tJ 4 �P I �'� Vi 1 , Q fj O l/�r 419 ware rp.a../ro 6e,g.e B h3 4 eA P datz a3o v 1.5 NP, 4- Ar'$S rEN/16E. 74s /off r J 0 4 Ul • SHEET o w 2 in 5 Q :w 3 z d 2 N P.- 0 N E E O V O 0 1 DATE 7/19/2006 1 JOB NO M -06 -112 FP-v:4- v 1 Eve/ POOL EQUIPMENT SLAB PFQ`i' 0.E. , ? w 1 DE G -- ATP g►n�os 1 /y A-vV i.JP ,nl IT. EL) RE e• 1- PS To GoI.J4. 3 w / 2 - 3 / 1 e ; 4 2 - 1 1 1 -Q Tap co.4 Col.J6, -rT- EA s( E, ..� ( P6d y-ry NE - r f MP� 111x, PAL E N1 OJT Go�JG, 4,Ln • 174 G-45'1-/ SG�Ews SLAB EDGE DETAIL` *2- oi I 4 11 401-1,C.L® 0 vE4--v`/Fi.4,,.. G >td1rAC.TE L aU 941-10 � o� - � ► (. W Gv I X (c• Io /I0 \MIr-5 I I- 1 F• I.IoTE pi 0 • SC: 1 -1/2" - 1' -0" 1 /y M T AI. R 2 • z, -ro col.0 - �Ws I o' (1 0 SC: 1 /2" = 1' -0" 0 • 0 H E- w/ I # 5 cl? 0T, • . 21 De- V 11=• VV/ HEATER ANCHORING DETAIL N.T.S. Lj c-E: FE K- To 1 f 14 J - 1 F°- a J1r. 1.ocote +" v4 l: R- w E LL Gori�G°?E.D GL J � 1 LL vv /a,ox �'' 4 Io /j w'R-E 410p. 11-4 l - L1 e2Lb.5 a 94. To g''x "4 rigavi 0 s PA I I/y iE. f;0 SPA TYP. SECTION PRov 1 2- 3 A )( 2. Lo TA. e4:7 6a JC. �V� E.e . 5 I PE op BA - a D, se AT - sTEP / 4N•TI - Vg, .TEx MP. MD. sPa warE f LEvE L- DIA•orJO eQ-ITe FtiJ - WATER LEVEL g 3 3 Is ,• sps Poo e 48 ` I G�e, 4 -- I2'' A.Rov re l. w,4 MAK =• cJ Pa.‘; L. VVAT6 3 +&./ EA.w4Y v E L. S R DETAIL & "1" 12" 12" (C) (C) Tor P 1 8 (C) POOL BOTTOM STEPS DETAIL (A) RISER HEIGHT MUST BE UNIFORM (B) - 2" FROM THE UNIFORM RISER HEIGHT (C) CONTRASTING TILE AT EDGE POOL TYP. SECTION se: 1/4" = 1' -0" {s V.) CONC. SLAB W/ #3 AT 9" CJC EACH WAY COPING DECIK MAX 1:10 POOL GRAVEL SUCTION LINE WATER LEVEL PROVIDE DIFFERENT COLOR TILE NON -SLIP AT SWIMOUT EDGE 6 CERAMIC HANDHOLD AT 4' -0" CJC MAX -1 LA •: 0. POOL BOTTOM ANTI- VORTEX MAIN DRAIN 1` -8' } -} /2" HYDRO VALVE MAIN DRAIN DETAIL SWIMOUT DETAIL MAIN DRAIN WITH ANTI -VORTEX GRATE N 16 SQIN. MIN. OPEN AREA 1 1 /2' HYDRO VALVE HANDHOLD DETAIL 6 MIN. CONCRETE ALL AROUND DRAIN SUMP 1 POOL WATER , LEVEL DRAIN - COPING WATER LEVEL 6" TILE --' POOL MAX. DISTANCE TO VENT TEE CONNECT. 2 -1/2' 7 3' -0' MIN. VARIES SEE SITE PLAN 2 -1/2' 0 •• TYP. WALL SECTION 2 -1 /2" MAIN DRAIN DETAIL f r L wLL 5 E?er E U 2 11.-11'o t? EC,d_ - - . - 1 L - - . !! WELL COMPACTED SAND FILL _ #3@ 9" EACH WAY STEEL TEXT FORM OR KRAFT FORM # 3 @ 9' EACH WAY . DRAIN IT= V/2" VENT PIPING MAX. DISTANCE OF - VENT PIPING 2 -1 2 SUCTION PIPING 1. i -slp T1 L n, _dam 4' CONC. SLAB GRADE GENERAL NOTES: 1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE 2,500 P51. AT 23 DAYS. 2. ALL REINFORCED STEEL TO CONFORM TO ASTM 615 GRADE 60. 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO BE SCHEDULE 80 PVC. 4. FILTER BACKWASH SHALL COMPLY WITH CHAPTER 4 SECTION 424.2.20.1 ( SAND FILTERS) FLORIDA BUILDING CODE. 5. NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOIL EXCEPT CLEAN SAND OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANIC, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA SHALL BE • BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 1 2' THICK LAYERS WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANIC DUE TO WHATEVER CAUSED THE POOL SHALL BE REDESIGNED FOR PILING. 6. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER OR ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURE. 7. THE DESIGN ENGINEER OR ARCHITECT ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR AND /OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 15 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. 9. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. 10.MINIMUM 4' -0' HIGH FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. 1 1.WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. THE WALL SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER WHEN EXCAVATING FOR THE POOL. THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN THE EXCAVATION NOTIFY THE ENGINEER OR ARCHITECT FOR INSTRUCTIONS. 1 2.THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL 8E COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 1 3.WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 1 4.WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 1 S.THIS PLANS REMAIN THE PROPERTY OF THE DESIGN ENGINEER OR ARCHITECT. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION FROM THE DESIGN ENGINEER OR ARCHITECT . TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. `VISE 51 EE 740 /06 4G w 0 i a 2 a t s u r a 0 c 0 at E g o ✓ ar 0 N ,. .. O 0 N g .c 1 r C L1 O t c c � • f N O "' v m u 3 ar O « C O O v t E O • E DATE 7/19/2006 JOB NO M -06 -112 OF L 20 0 10 20 40 LEND: 1 inch = 20 ft. A/C = AR CONDITIONER = BEN0 (C) = CALCULATED C = CENTER LANE CH = CHORD CkG = CONC. & GUTTER CONC. = CONCRETE D = DELTA DE, = DRAINAGE EASEMENT EXT. EXTENSION F.J. = FROM JOB. FFE = FINISH FLOOR ELEVATION FN&D. = FOUND NAIL & DISC. F.N &T. = FOUND NAIL & TAB F,D \H. = FOUND DRILL HOLE FPK.N = FOUND PARKER KkON NAIL INT, = INTERSECTION L = LENGTH L.A.E. = UNITED ACCESS EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURE 0/S = OFFSET (P) = PLAT Pt. = PLANTER P.O.B. = POINT OF BEGINING P,O,C. = POINT OF COMMENCEMENT P.CP. = PERMANENT CONTROL POINT = PERMANENT REFERENCE MONUMENT PART' ALI EASEMENT R = RADIUS (R) =RECORD R/If = RIGHT OF WAY R.E.E. = ROOF ENCROACHMENT EASEMENT S /F.N. = SET OR FOUND NAIL S /FIP. = SET / FOUND IRON PIPE S /HR. = SET / FOUND IRON ROD U.E. = UTILITY EASEMENT Y&G = VALLEY & CUTTER Z.LLM.E = ZERO LOT LINE MAINTENANCE EASEMENT x0.00 = EXISTING ELEVATION FIP. 3/4" No I.D. NE. CORNER LOT 3, BLOCK 85 / 2.38' 1 k 7 k // ..i�•28' dBNERA.L NOTE,&: 1) BASIS OF BEARING: AS PER PLAT 2) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM(N.G.V.D.) 3) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENTTO THE PROPERTY WERE NOT SECURE AS SUCH INFORMATION WAS NOT REQUESTED. 4) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5) THIS SURVEY IS NOT INTENDED FOR CONSTRUCTION PURPOSES 6) ENCROACHMENTS AND VIOLATIONS ON SURVEY(IF ANY): COADIUNITY NUMBER 120652 PANEL NUMBER DATE OF FIRM BASE FLOOD FIRM INDEX ZONE ELEVATION BOUNDARY SURVEY 21' PARKWAY 99'41'29" co 0 (V 5' SIDEWALK LOT 1 13.80' 24.50' N.E. 95th STREET 27' PAVEMENT 80' R/vY 2 -STORY Res. 1 1292 - OH x // CATCH BASIN a) HATER METER `T.1 UT1UTY POLE LIGHT POLE y FIRE HYDRANT CABLE BOX ELECTRIC BOX 25.25' 3' WALL 82,12' ° d ° ° 75.00' OVERHEAD LINE (OH) CHAIN LANK FENCE (CIF) WOOD FENCE (*F) IRON FENCE (IF) ° LEGAL DE$dRIPTION ALL THAT PART OF LOTS 1 AND 2 , BLOCK 85, OF MIAMI SHORES SECTION NO. 3 , ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PACE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, LYING WEST OF THE FOLLOWING DESCRIBED LINE: FROM A POINT IN THE NORTH LINE OF LOT 1, A DISTANCE OF 75.0 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT 1, RUN SOUTH 100.2 FEET TO A POINT ON THE SOUTH LINE OF LOT 2, LYING 82.12 FEET EAST OF THE SOUTHWEST CORNER OF SAID LOT 2. (fERTIFIOATION OF BOUND$Y 0, 'VFW 1 HEREBY CERTIFY THAT THIS SURVEY W4S MADE UNLEh MY RESPONSIBLE CHARGE AND TO THE BEST CF MY KNOWLEDGE AND BELIEF SURVEY MEETS THE M1NI4IUM TECHNICAL STANDARDS AS SET IORTH BY THE BOARD OF PROF.:,,, :ONAL LANE SURVEY ORS IN CHAPTER 61C17 -6 FLORIDA ADMINIS'/'RA"/'E CODE ! JT$UANT TO SECTION 472.027, FLORIDA STATUTES. JULIO S. PIT_i, PROFF$,S'IOYAL . RvdYOR LICENJS l,0. PS AI 5789 STATE OF FLORIDA J P SURVEYOR$, IN LAND $'URVRYOR LB 6971 7805 CORAL WAY, SUITE ff8A MIAMI, FLORIDA 33155 PHONE: (305) 262 -2404 sE C1 0 r: 32-54-41 I COUNTY: DADE CERTIFIED TO: WILLIAM POHOVEY cC CARLOS VAZQUEZ LAW OFFICES OF ILIANA FORTE, P.A. ATTORNEYS' TITLE INSURANCE FUND, INC. ALL STAR MORTGAGE FINANCIAL CORP., ISAOA /AT1AI.4 1292 NE 95 STRET, MIAMI SHORES FL 33138 DATE: 6/6/06 REF: 06- 06 -08 DWG: GL,9428 1) 2) 3) 20 COMMUNITY NUMBER 120652 ZONING DEPT BL DG DEPT SUBJECT TO COMPL.IANL j WITN ALL FEDERAL III STATE AND COUNTY RULES AND REGU : \T *dS ,7 A/C = AIR CONDITIONER B4. = BENCHMARK (C) = CALCULATED C = CENTER UNE CH = CHORD C&G = CONC, & GUTTER CONC. = CONCRETE D = DELTA = DRAINAGE EASEMENT EXT. EXTENSION = FROM JOB/ FFE. = FINISH FLOOR ELEVATION F.NND, = FOUND NAIL & DISC, FA/ET. = FOUND NM. & TAB F,D \H. = FOUND DRILL HOLE FPK.N = FOUND PARKER KALON NAIL NT, = INTERSECTION L = LENGTH UMITED ACCESS EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURE 0/S = OFFSET (P) = PUT PL. = PUNTER P.O.B. = POINT OF BEGINING P,O,C. = POINT OF COMMENCEMENT P.C.P. = PERMANENT CONTROL POINT PR.M. = PERMANENT REFERENCE MONUMENT PART1ALL EASEMENT R =RADIUS (R) = RECORD R/W = RIGHT OF WAY R E E = ROOF ENCROACHMENT EASEMENT S /F.N. = SET OR FOUND NAIL S /FIP, = SET / FOUND IRON PIPE S /FIR. = SET / FOUND IRON R00 U.E. = UTILITY EASEMENT V&G = VALLEY & GUTTER Z,LLM.E = ZERO LOT LINE MAINTENANCE EASEMENT x0.00 = EXISTING ELEVATION dENERAL NOITE PANEL .NUMBER 0093 SUFFIX J 99'41'29' 13.80' 2 -STORY Res. / 1292 25.25' WOOD DECK 3' WALL 22.97' 95'41'11" 8418'49" DATE OF FIRM INDEX 7/17/95 O d FIP. 3/4 No I.D. NE. CORNER LOT 3, BLOCK 85 I FIRM ZONE AS I 4' CL.F. 9.0 ' , 2.36' /5' WALL k II �^,, `J O Q J k � I BASIS OF BEARING: AS PER PLAT ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM(N.C.V.D. ) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENTTO THE PROPERTY WERE N07' SECURE AS SUCH INFORMATION WAS NOT REQUESTED. 4) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5) THIS SURVEY IS NOT INTENDED FOR CONSTRUCTION PURPOSES 6) ENCROACHMENTS AND VIOLATIONS ON SURVEY(IF AN?): BASE FLOOD ELEVATION // BOUNDARY 1 S$URVEY � NOV 01 2006 J , BY:._ ...... 21' PARKWAY 5' SIDEWALK 82,12' CATCH BASIN \TEN METR ca.) uq' TY WALE ' � L"',HT PC' E FIRE HYDRANT CABLE BOX ELECTRIC B0� o -- C''ER' LINE (OH) x CHAN UNIX FO CE (CLF) // *COD FO CE ('NF) IRON FFNCE (IF) N.E. 95th STREET 27' PAVEMENT 80',R(Nf 75.00' a �t DATE: 6/6/06 0.02' d No I.D. 0,31 HP. 1/2" '�• ar' , l - 1 JULIO S. PITA, PROFFSSIONAL LICENSE NO. PAW 5783 STATE OP FLORIDA L KJA,L DE5'(iRIPTION ALL THAT PART OF LOTS 1 AND 2 , BLOCK 85, OF MIAMI SHORES SECTION NO. 3 , ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PACE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, LYING WEST OF THE FOLLOWING DESCRIBED LINE: FROM A POINT IN THE NORTH LINE OF LOT 1, .4 DISTANCE OF 75.0 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT 1, RUN SOUTH 100.2 FEET TO .4 POINT ON THE SOUTH LINE OF LOT 2, LYING 82.12 FEET EAST OF THE SOUTHWEST CORNER OF SAID LOT 2. dERVIFIdATION OF BOUNDRY gURYRY: I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF; THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND RVEYORS IN CHAPTER 61617 -6 FLORIDA ADMINISTRATIVE CODE.UANT TO SECTION 472.027, FLORIDA STATUTES. VEYOR J P SURVEYORS, IN LAND !S'URVEYOR,S' LB 6971 7805 CORAL WAY, SUITE 118A MIAMI, FLORIDA 33155 PHONE: (305) 262 -2404 SECTION: 32 -54 -41 I couNTY: DADE CERTIFIED TO: WILLIAM PONOVEY & CARLOS VAZQUEZ LAW OFFICES OF !LIANA FORTE, P.A. ATTORNEYS' TITLE INSURANCE FUND, INC. ALL STAR MORTCACE FINANCIAL CORP., ISAOA /ATIMA 1292 NE 95 STRET, MIAMI SHORES FL 33138 REF: 06 -06 -08 JO DWG: CL9428 1 0 ,--` - o/ 6E0 41 2. 4 ‘2 _ 2:1) w bu ctir?oees I ' ikAA 5 - rev - F3erb - 5_Et riorir2_ Pl...e3tj • 5E-CONP.F '2, DR`i'A/ALL VaLtNe7:2•L PLASTI_c" Fa.Vos 5 45 b 1DR - '1W1s.L.L oW exts r-r-AisqG it°"°.c • \s. EVSTIH(0 REDRLIU_Att... - 9 oFF 1 T DE I L 1 1 7 7:7 7 77 77 " 1 ITTCLEI L !Ns 6, - , RE PUN Al _AIEL TEAM UN IT- UNDEP. 59" HO -e7 ai a E. CNBNI\IN LMit‘l Pow0E (3A 4 HA LI ELECTQICM.. PLAN SCALE : 1 /2 1 0" (AgAt•iN / 0. -1 n . JMJ Dicome.9 • • • \\ \ s` 1 1. / VENT TO OUTSIDE lAutu0e.N1 HOL1Z. €e 39" A/C CHASE (1p6,F, 14 3- 4 6 F1 4 - s'-e' 1 1 1 J- 1 _1111 _ 11 1 1 11 1! 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TO 1 fAEPAIRE0 OR PIEPLACED EY 1,ST FAIST Ex1ST _PBOVIDG HEW CAINH ET PLUMT34-16 FixTUSES. trn SX6T PUiO, up EXIST EXIST axIsr Exisr PA.14110-1 EXIST. LIVING EXIbT, PORCH l.ST E$T 41' (—or ,„ 1 ExLST EXIST. mooirlEo t5TINK3 FiRsr FLOOR IR11 sCALE : 1/4" it-ost 9 IGT NIT 4 cox p 0 • EXIST. • • • • • • J a, REPRO PRODUCTS, INC. 310614 ziiPoH:Ov1Y F\ESIDE-MG - 12(32. tiE , b5 T._1411ANII SHORES FLA Barry Sugerman •Architect 12601 Northeast lth Avenue, North Miami, Fla. 33161 I/4" AKH.F_LOOB.PLLH5