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PerAlt, APPI T►oN 'TO It N e for me LARRY Mai ` t *1 N1 . c"-/D) k5°'PEE ' M /AMN ' St " • to oN,atitAexe-111. r k . • 3 -) Wilsit • v \V r m.; Stucco tl 4 LIV.3 • I.E-_•ic E: ('-‘ 4)t■.) 12' 10' il t^-4Crestt - 4-4■1 , :t1). u-15 r srt.icc `A 4 tt(N • C.t1, • 7 . • • • I a...a... tY 14.0o Fuip FAO; R.4A - tc s r , A; •:t1 I NIA, • VILLAGE COU, tti.5 r talti.‘0 5 04 (tqc? PRELIMINARY: REMARKS: AP. Tt ');? rw P c LA- f r ee: 95 - al 61 Akio' c Cie c INkez R.E,..%it T-)CA .{ _ 0 ` ?Lot 0 f..2, 01A (C4,. \‘‘i?•111 \•/, tit AN■kse..1. A•stJC, vit (5) . • , - , T9t1TUPLJ 1 11: A t3UILDING PER!t) H "1) 1 1/ - ,1! Et) L'SIED tN "REMARK: • NO OTHE1 1 1 k (3 .'''. 'tAVYN S 1 A 10N - 1E. X ;•`.; SPrAL'.1 (,[3f ED BELI. ( ALL OTHER APP' IC STAE LAS 'MUST' CE COMP -t-iD !T± 8Y ALL PAR IIES, DEP/'.fl ff LC. 1 S 1 ). r PI.13 I ' • 1 7011E E - BUIL !NG Clrof 1 77 3- 1 - _AN :1NG & '3 2_ ' APFOYAI FINAL: tIC,c• fr% /I ,S rei? ,or ,, va.//1/ ScAt.c.- 1 COMPLIANCE WITH 11',E SCIJITI1 F.0 1 J. L. 1 .) • BY MIAMI SHORES 9 E 1:: 1', t "1 SU3 CONTRACTORS 'r ). 1NG REGULATIONS WHETHER CR NOT SPECIFICALLY IND:CA fHEREIN. r r '11-( ■ rr,1 0.1 r t ..: . 4-e-....c...et et 0" A - ar.. 44. - .-:.7 w i ,‘ I tact A is '' IA - I .9 (• 1(c 4. 4e * •Z . . - ek ' \ ‘1.) e ...- " --_____--" cv-r 1) l'. 14 • c C• 'tic wit) Cot 'Va. ECLJ e A VS t c seat wItt, 41110 1(o41 t 1 • c 1 CAL <;t c» roktci 4 t " ,----- A • ., ' .. ' . ' • . - ,, 7 •--- r -------- , ---•-------------- , ----. --- --- _......,...-.-..._,...-- ..-.... - ; 1' ; L\(C: RI- A ‘ 4.1e CI = 0 0 r . .. ' • ' 6 „fs,..tti . , , l t( f) : si)Ei\rillfir.% , , t --,t.-ft ti.""1::: It t 4., ' ...-.0 . ,.. __4e t .0* - ----,` .....- a' r a ir. • I • • 5eekr rP '4K(8 ' Cv,r2Mt:,'^* _ rd Ntc vJ 2 ' CAt • 0 # 4 g X 12 CONIC . vit -4 1$. 4 2, i350). 40A;I:4zi TYPICAL Ts. a...* 3 cO4C, _ MR , t-mt\lerie , rt -"="" "r c,tfs 4 (I C C N. 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NAM. y � ) 3 P ervor �v t C edus _ 43,5T )I i�?o \' ,11) Nav L 3 - r1Dt4) 7 ' FeA\0\1. ext61106. aiefFAAR 4 ALIT UTT 4 A1' 1,4A Ytr>I 01-4 � 1 VITON i RcOr is : 14 11 4 ( t _ 4f1 j tip- 4 0'i 6 RR LI�it T It 11 Nei S: C- P AID u3 t:t QAV tt S��#z l.OfY TtC mot . .* veRr, pL �N 3. \: Hau WI 1, r3AS 3'x 5' Mrs 5! -M 70 fi o 8i N & S 00HG. *TAR 5-.7.Z col . \V/ 2 #g+ VERY ir'2. 1 . 12'o.c. • .NEW 5 HT, coMO. WALL STUGG0 rIN• TO AVVT >✓XI�T1N ' MIME 1111 NIA ceLL \V /A \oRTAR APE) OME N° 5 'JERT. • \V /4X4 CONC. c hp l --4 COHT. CT`(P ) ?11�.�`�i GONE• i5LK, �X 15T� t i' . TP P $1.K -11P 57■1 LTG . C 14.4..5. .. six. TO e RV-AV/JED aN6V 1:a4G 31,4 1V R eAl\1I-H 6w, ANNeA HEW CONSTRIATfOM GONG POUR 4 COT E NERAL NO`T 1) 11-1e. CON rRA sHAL. VISIT 1 T ,105 5fTe rAmit.IARize HiM1 ..t' 'MTh ALL. GON ? 1T1bN s \Hp or oIM m sioN s QE ! A' p TO `fi-H 1 P Q) c r / MAY DIC. KepAW:t5e': POtwit) SHALL f3e GALL.E) TO TAE ATTeNT1c 44 or T>� GWNER y OTH \vide THS cot-4 - M'Al - o5e. SHALL eE p it b s ssIBL S. 2), Ar eA Acr New IWOITIOH TO 1)e iiiLLEV AS aEcikMeI). 3 ). ALL EX✓re1R1 coLcvivSs be LeGT E3 ' aWN .. 4), THE CON TRAOI c4 HALL mot✓ GARa D I 1. 1; =� 1't f�� Ut`+lD:Rc -- ac -ID LIT(Lt 1e% CLTTIi tE AND © . i 0,f J are. AW ;tAAAAVa ` CON -- IPA WILL e ieP 1 }tot) H JM AT NO COST `rO i1 OWr4 R, 5) ALL. HeN'/ Ae09tL - To extort-lc: L sc PANEL, IN cpA /�I�rIF' a. ASZ UIt ED. 1• 1 1l11IiPTfJTll ;1`! -= i Ufl LtT-($'4. a ninith i z� _t �Q Ei 4 x! ti ll � i� 1 1 PART 1 A c_. EXIST 1 N& Loo. PL H GALE : 1/4. E Ii 4 _ LIV Rte, PINit C' ROOM I - , fl 1 11 - f; ;lj'';; ,j ! i; r L E1 N IL. IM?9t-1ll N PART ( L. sTt N� � � _« Ar}1:> 1 T1(0\1 To Res f• AA 1. LAW- 11 I Hb , c a7 Mf /\M! ` HOB FLA. 8.50' Alley 12" F.I.P. 0.10' 9.92' 9.98 t. P.I. 539.96(M) 12" F.I.P. 12' F.I.P. T_ 0 0 W.P. 12.40' • 12.40' 11.15' Brick Slab 75.00'(P) 75.03'(M) t0 15.55' 0 26.30' One Story Residence # 1131 75.00'(P) 75.01 26.50' Parkway 22' Asphalt N.E. 97 16.00' 7 treet -- 16.00' 16.45' 0 b 0 n 0 N ^i! 12' F.I.P. 0.20' O 12' F.I.P. 00 -J — J m 0 J X 17,4,2. _ mot' 3l NI Legal Description: LOCATION MAP NOT TO SCALE Property Address: 1131 N.E. 97 Street Miami Shores, Florida 33138 Panel: 0093 Flood zone: X Date of fieldwork: 06/21/99 Completion date: 06/22/99 Survey number: G -20377 X 1 v -06 414 / Lot 5, Block 180, of REVISED PLAT TRACT 180B, S. Y2 OF TRACT 180 C, TRACT 181A AND TRACT 181B, OF THE REVISED PLAT OF MIAIVII SHORES, SEC.8, according to the Plat thereof, as recorded in Plat Book 43, Page 51, of the Public Records of Miami Dade County, Florida. Certified to: John Bernard Moody and Yvonne Anne Moody; Sunset Title, Inc.; First American Title Insurance Company; Chase Manhattan Mortgage Corporation, its successors and/or assigns. LEGEND F. N. A M C CL ENCR P C.M. F.I. R. F.I.P. R /W Nee D.E. U.£. FD. nzvx O.H.L. P. P. TX CA TV W.M. TEL. B.R. 014 RAD N. R. A/C B. M. C. B. C. $4 FENCE WIRE FENCE NAIL PPOPER CORNER RECORD FIELD MEASURED CALCJLA TED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPER L /NE CONCRETE MONUMENT FOUND IRON ROD FOUND IRON PIPE RIGHT OF WAY NAIL & DISC DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAY ASPHAL 7 OVERHEAD UTILITIES POWER POLE 7PANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BE REFERENCE CHORD RADIAL NON .RADIAL An? CONDITIONER BENCH MARK CA7CH BASIN CALCULATED GENERAL NOTES: 2) 3) 4) 5) 6) 7) B) 9) 70) 71) SIGNED NO SIGNED LEGAL DESCRIPTION PROVIDED BY OTHERS THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. WALL 71(5 ARE 70 7HE FACE OF THE WALL. NOT VALID UNLESS SEALED WITH THE EMBOSSED SURVEYORS SEAL. ONLY VISIBLE ENCROACHMENTS L OCA 7ED. NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. FENCE OWNERSHIP NOT DETERMINED. ELEVATIONS IF SHOWN ARE BASED UPON N. VD. UNLESS OTHERWISE NOTED. BEARING'S REFERENCED 70 LINE NOTED AS B. R. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATFCN Or A SURVEY PREPARED UNDER MY DIRECTION. SIGNED STATE OF FLORIDA RALPH SWEROLOFF REGISTERED LAND SURVEYOR NO. 3411 SIGNED CARL '/CHAEL SMITH be ACUALAR A D.B. D. D.H. D/W ESM7 EL. F.F. F.C.M. F.P.K. L.A.E. M4. N. 7. S. 0.R. 0. R. 8. P.C.P. P.R. M. PG. PVMT P.8. P. 0.B. P. O. C. P.O.L. P.C. P. R. C. PT. R. R. 0.0 SLR. S/W T.B.M. 70.8. TYP. W.C. 10.50 STERED LAND SURVEYOR NO. 3762 CENTRAL ANGLE/DELTA DEED 8006' DESCRIPTION OR DEED DRILL HOLE DRIVEWAY EASEMENT ELEVA PON FINISHED FLOOR FOUND CONCRETE MONUMENT FOUND PARKER —KALON NAIL LENGTH LIMITED ACCESS EASEMENT MANHOLE NOT TO SCALE OFFICIAL RECORDS OFFICIAL RECORDS BOOK PERMANENT CONTROL POINT PERMANENT REFERENCE MONUMENT PAGE PAVEMENT PLAT BOOK POINT OF BEGINNING POINT OF COMMENCEMENT POINT ON LINE POINT OF CURVATURE POINT OF REVERSE CURVE POINT OF TANGENCY RADIUS (RADIAL) ROOF OVERHANG EASEMENT SET IRON ROD A4 CAP SIDEWALK TEMPORARY BENCH MARK 70P or BANK TYPICAL WITNESS CORNER EXISTING ELEVATION REGISTERED LAND SURVEYOR NO. 5571 CLYDE 0. McNEAL REGISTERED LAND SURVEYOR .NO. 2883 STA TE OF FLORIDA STATE OF FLORIDA S7A7E OF FLORIDA SIGNED STA TE OF TENNESSEE JAMES E. MCALEER REGISTERED LAND SURVEYOR NO. 1133 THIS SURVEY 17 INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY EXCLUSIVELY FOR THIS USE BY THOSE 7O WHOM 17 15 CERTIFIED. THIS SURVEY 15 NOT 70 BE USED FOR CONSTRUCT /ON, PERMITTING DESIGN OR ANY 0THER USE tNTHOU7 7HE WRITTEN CONSENT OF F1RS7 F'NANCIAL SURVEYORS, INC. 'First Financial Surveyors Inc. 7700 North Kendall Drive, Suite 409 Miami, Florida 33156 (305) 271 -3655 Fax (305) 271 -13499 2000 North Mango Road, Suite 202 West Palm Reach, Florida 33409 (561) 640-4800 Fax (561) 640 -0576 365 Aulin Avenue, Suite 3 Oviedo. Florida 32765 (407) 977 -7010 Fax (407) 977 -7020 1187 Vultee Boulevard Nashville, Tennessee 37217 (615) 366-8432 Fax (615) 366 -8477 AND AFFILIATED COMPANIES L.B. 6387 (FLORIDA) Nationwide: 1- 800 -787 -8266 Fax: 1- 1300 -787 -8260 FENCE 0.I-+. POWERLL INE 5 1 FENCE 29.50 r 2250 EXISTING 2004 PANEL si -E FLAN RESIDENCE SCALE 1/20' =1' -0' 15' NE 91th STREET WATER 13.41 1602 12.50 EQUIP NEW 1004 POOL PANEL 15.16 a SEPTIC TANK �rlOtl R` Vil t J� { ter k 4 11 , r�, : >x M O i\1 •1L� l��i`li`11� 1 IU ; rI 1\1)13 1O \ED rc)MMEC X6.93.1' ' tilt_ {t�t�nl►� m010 /)' s(t-btC :. ■ M 1f! Fi PI -ROVED c CCZ G/lr/OW / rl : i o ! eJ�.6e 5 a 3 ieev V/,)- 1' FOOL FLAN l SCALE % 1 /4° =,' -Ou N INLET 5'x18' SWIMOUT 5I DEEP MAIN DRAIN 3' DEEP BULLNOSE COPING I8' WIDE BENCH 9' BLOWER A/C SLAB CUSTOMCRETE OYER CONCRETE EXISTING RESIDENCE WATER LINE FOR FUTURE WATERFALL WEATHERPROOF GFI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE POOL EQUIPMENT L ELEV. TOP OF POOL WALL 1.5 DEPTH OF POOL 5.0 ELEV. TOP OF MAINDRAIN 2.5 FLOOD CRITERIA 6.0 ELEV. TOP OF MAINDRAIN 2.5 POOL IN FLOOD CRITERIA 3.5 LESS 2'0' HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6' 38 SURFACE AREA (SQ. FT.) 364 150 VOLUME (GALLONS) 10000 0.15 TURNOVER (HOURS) 8 22 PERIMETER (FEET) 19 DECK AREA (SQ. Ft) 112 F.P.L. METER POOL COPING SAME THICKN AS WALL PLUMBING NOTES: ELECTRICAL NOTES: STRUCTURAL NOTES: 6' CERAMICS 5' THICK SHOTCRETE WALLS REINFORCED WH I • 3 BARS AT 12 ' CENTERS BOTH WAYS 6 ' THICK SHOTC TE-1' OOR SLAB REINFORCED WITH • 3 BARS T CENTERS BOTH WAYS. 1D' 100A PANEL I- 2P -50A 2- 2P -20,4 1-2p-6 1- 1P -15A GFI TIMER 4 3 » N 6 THL, + SWITc14 1 0 10 THWN IN 3 4' COND. ' 3 0 12 THW• IN / V2' CONDUIT EL CT 2 ` _ . - MAX. a 1 jrmiti E6S 110V/12 V TRANSFORMER 110v/12 V TRANSFORMER J BOX QN 2tr2HPPUMP WATER LEVEL 2' TILE STRIP OF CONTRASTING COLOR SLUIMOUT DETAIL NO SCALE WATER LEVEL. MAX. 1:1 SLOPE Q ANTI VORTEX .�- R ______ -- -� ►n MAINDRAIN�i 12V POOL \ - JUN LIGHT rrt 2 0 14 tHUN X + I "92 THWN IN 1/2' COND. SWITCH I HP BLOWER POOL SECTION ••• 0 10 MAIN FOR 200W 0 14 TI-I N FOR 15W 2 ••••THL,N +1 THWN IN I' coND. HP HEAT PUMP 3 0 8 THWN IN 3 4' COND. RISER D I AC1 RAM NO SCALE 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC - PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH GLEv18 HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI vORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. A 12'xI2' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTI VORTEX TYPE. 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. BRICK OR STONE COPING 11/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED NO SCALE I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OP THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE. 4. SHOULD TI-4E ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED BHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 1 BAR CONTINUOUS 74' CONCRETE SLAB 6x6 10/10 WM.R 8 5.,45 SECTION NO SCALE SAFETY NOTES: /SOIL NOTE: RECIRCULATION PUMP 2 90 GPM AT 60' TDH SELF- PRIMING 1 1/2' POOL WASTE ¢ \CL ce MIN. 18' BELOW WATER LEVEL 2 BARS ACROSS NICHE BASED ON A VISUAL INSPECTION OF 11-4E SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. AIR RELIEF VALVE 1 HP BLOWER ECQU1FMENT ISOMETRIC NO SCALE POOL WALL STEEL 1' NON M_TALIC CONDUIT TO JUNCTION BOX -LIGHT BOUY BOND WIRE TO POOL STEEL UNDERWATER L ICI -T DETAIL. BRICK OR STONE COPING POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY 50012 (10) (aa) 'ALL POOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 18 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALARM SHALL BE !EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH 61 -1ALL. BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OP THE POOR POOL FILTER WITH 115 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE NO SCALE 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PRObIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE: FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N6PI -5 -95. 2. THE WARNING SIGN, A5 PER ITEM 1 ABOVE, SHALL WAFN 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 IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU).' 3. ALL. DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIa.E ALARM WHEN TI-4E DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH UATER UNTIL A SEPARATE PERMIT HAS SEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. 5 HP HEAT PUMP OPTIONAL STONE 13' 10' COPING WATER LEVEL / ■ I �' SEAT ANTIVORTEX- MAIN DRAIN 6' THICK S1- 4OTCRETE SPA FLOOR AND WALLS REINFORCED WITH *3 BARS AT 12 ' CENTERS. SPA POOL- SECT ION SWIMMING POOL WALL NO SCALE NOTE: STEP STEEL NOT REQUIRED 18' 12' 12' 4 RISERS AT 10"4 ' EACH OPTIONAL 2' TILE OF CONTRASTING COLOR STEP DETAIL WATER LEVEL WEIR CERAMIC TILE THROAT TOTAL = 31000 WATTS BLOWER = 1800 WATTS POOL LIGHTING = 115 WATTS POOL WALL LOAD CALCULATIONS: TOTAL = 38915 WATTS SPA POOL NO SCALE SKIMMER DETAIL GENERAL LIGHTING* 2600 SQ. FT. x 3 WATTS / SQ. FT. APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER = 1200 WATTS REFRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS FIRST 10 KW AT 100% = 10000 WATTS 28915 WATTS AT 40% = 11590 WATTS TOTAL = 21590 WATTS AIR HANDLERS = 15000 WATTS HEAT PUMP = 5500 WATTS POOL PUMP = 2500 WATTS TOTAL = 44590 WATTS / 240 VOLTS = ADJUSTABLE LID NO SCALE POOL AND 6P4 DATA: CONCRETE BASKET (MIN 15 SQ.IN.) SUCTION LINE 185.8 AMPS 1-1YDROST4TIC UPLIFT SWIMMING POOL 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 SLAB THICKNESS REQUIRED. 1800 WATTS Q A cy O w 4 8 E U.1 U Z w Q N O O j EXTG. WATER METER cn O.N. ELEC. 10' DRIVEWAY DRIVEWAY SITH; PLAN i /a" LEGAL DESCRIPTION: LOT 5 BLOCK 180 OF REVISED PLAT TRACT 180 B , HALF OF TRACT 1800, TRACT 181 A TRACT 181 B OF THE REVISED PLAT OF MIAMI SHORES SEC. 8 ACCORDING TO PLAT AS RECORDED IN PLAT BOOK 42 , PG. 51 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY FLORIDA PROPERTY LINE 75' SCOPE OF WORK: NEW EXTERIOR DOORS AT FAMILY RIM., MASTERBR, AND NEW CORRIDOR SEE SHEET A -2 L 11 ONE STORY C.S.S. RESIDENCE 1131 NE 91 ST. -15 PROPERTY LINE NE. 97 TH STREET mi■eaammatallIMINI■ mason. SEPTIC TANK EXTG. 10' N r 3 1' -6" S [1:CTION A — A/1 C. 1 12 NEW DOORS SEE PLAN 3/4" DIAGONAL HATCHING EXTG. TIE BEAM METAL THRESHOLD PROVIDE LONG AT WALL W/ "5 CONT. DOWELED AND EPDXIED AT BOTH ENDS OF OPENING 6" DEEP RN:A,R ELEVATIO\ INDICATES EXTG. STRUCTURE ADD CONC. TO BOTT. OF EXTG. CONC. BM. PROVIDE "5 DOWELED AND EPDXIED 6" INTO EXTG. BM. AT 24" O.C. ADD 2 "4 CONT. EXTEND INTO FILLED BLOCK CELL AT EA. END NEW ALUMINUM DOOR ALUMN. AND GLASS PRODUCT CONTROL NO. 98- 0608.20 1/4" r 3 12 ri RIVETED TRUSS ANCHOR TAPRI2 14g W/ 8 10d NAILS PRODUCT CONTROL NO. 98- 106 -02 STUCCO TO MATCH EXTG. NEW IMPACT RESISTANT DOORS BY GCI PRODUCT CONTROL APPROVAL NEW 4" CONC. SLAB W/ 6 "X6" W.W. MESH DOUBLED 12" X 20" MONOLITHIC CONC. FTG. W/ 2"5 CONT DOWELED AND EPDXIED 6" INT CONC. FILLED CELL AT EA. END SECTION B — A/1 3/4" LI ri • a A 4 , ■•• j i /,,r 1 1X2 PT. WD. FURRING STRIPS AT 16" O.0 W/ I/2" DRYWALL FN. ADD R -4 INSULATION NEW 8" X 22" CONC. BM. (VERIFY DEPTH) 4/ 6"5 CONT. AND "3 TIES At 12" O.G. EXTEND REBAR INTO FILLED CONC. CELL AT EA. END vERIFY EXISTING STRUCTURE TO REMAIN C� BATH 3 13° GARAGE SEE FOUNDATION PLAN THIS SHEET DEN BEDROOM FLOOR PLUS 1/4° 12' -4" A/C 2' -8" 5' —I0" VERIFY M.O. W/ MANE. SPECS G -- PORC 0 0 0 KIT. +52 PSF —11 PSF 4' -3" II 11 II 11 55' 5' -10" VERIFY M.O. W/ MANE SPECS POOL DECK 13Y OTI —IERS +52 PSF -11 PSF 9 DBL. 2' -8" X 6' -8'X 1 DOORS U/ Wr —IITE ALUMN. FRAME AND IMPACT RESISTANT GLASS SEE ELEVATION PRODUCT CONTROL NO. 9S-0608.20 LIVING RM. 26' -4" FAMILY RM. 5 VERIFY M.O. W/ MANF. SPECS 2 PSF -11 PSF 1' -1" CLO. 3'-10" 0 L 5' -4" ;VERIFY M.O. L/ MAN $PEGS MTUS DBL. 2' -6" X 6' —$ "X 1 DOORS U/ WHITE ALUM•. FRAME AND IMPACT RESISTANT GLASS SEE ELEVATION PRODUCT CO. N0.98- 0608.20 REMOVE EXTERIOR FACE OF BLOCK WALL ADDS VERT. DOWELED AND EPDXIED INTO TIE BM. AND CONC. FTG. FORM AND FILL W/ CONC. TYP. EA. END OF OPNG. BEDROOM CLO. CLO. BEDROOM 16'-4" +52 PSF —11 PSF 0 0 0 BATH 1 BATH 2 GARAGE DEN DEMOLITIO\ BEDROOM PLAN CUT OUT EXTG. SLAB TO ACCOMODATE NEW FIG. SEE FOUNDATION PLAN — 1/4" G G KIT. 1 -+ — -1 I I 10 11 11 11 11 11 2 ,_ e ,„ )• JIIIIII U cA 4. 11' - 2" 5' -10" FOU \DATION PLA\ REMOVE EXTG. WINDOW AND BLOCK WALL SLAB TO SILL LIVING RM. FAMILY RM. 2 5 i. 4- 8" CONC. FILLED BLOCK CELL U/ "5 VERT. FTG. TO NEW TIE BEAM SEE DTL. 8" MASONRY BLOCK WALL W/ LADDER TYPE MASONRY REINF. At 16" O.0 VERT. EXTEND 4" INTO CONC GOL.AND FILLED CELL EA. END S "X12" CONC. COL. W/ 4 VERT. AND "2 TIES AT 8" O.0 TYP. STARTER COLUMN NEW 4" CONC. SLAB W/ DROP EDGE 12" X 24 W/ 2"5 CONT. DOWEL AN EPDXIED INTO EXTG. FOOTINGS AT EA. END 1/4" L BEDROOM CLO. CLO. BEDROOM 0 W cki Q Q 0 ca ca 0 0 z 0 ° x 0 FRl( (N T V (',, 1 r.)/<.) 7 _ /0 U1 , - ' 311 �' C � 1 � • � ! l r . - ' - - � t) ( A C ? ) IT, } a 1:--j �� ► �. 8 C) 3 1,*)\/ 11t3 �-- () l ( - 1}) '116' r J', o ,,� i 3. 0 lr 2.30V . - 4 L lra/i1 A `,! <�. 1), L'7 i -To ft,) 1 TE. OC, -Te- C U, �v . -the Q e_ o-f I 3 /1'' PVC 41,71 ,.I 0 ( "1 L , jrj 4 et ' S c. I 4.4\ ( _ ___-_ - I< 1 ' E3 t) 74(5A P- _f r _. L /') 1R If) --4 3 f s r — r 1 A