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361 NE 102 St (11)R E V I S I O N S DRAWN' S.B. BY 9/22/05 ORDER NO 106305 UPDATE SURVEY SB ° -- FD. 1/2" IRO NO CAP — N 25.00 R & M 4 FT. C.L. FENCE N DATEI 8/08/97 DRAWN' S.B. CHECKED A.H. FD. 1/2'' IRON N PIPE — NO CAP a i ASPHALT =0, FT. ALLEY ° -- FD. 1/2" IRO NO CAP — N 25.00 R & M 4 FT. C.L. FENCE N I l - 4 T. C.L. FEN E S 00 E 118.10'(M) 117.27'(R) t 3 FT. C.B.S. WALL iv a - 0 t j „4 FT. C.L. FcNCE N 0021'50" W 116.45'(M) , 116.62'(R) j i 56.15' A/C SLAB /ALL 17- / l CONC. SLAB O J N N _ 2.0 12.2 ° V 09.' \ 0o m U ■ Z W • i 2.07 16. 5'0' ELECT. METER w U w t `" Y N Q �- 0.2' —� • 0,2' N co 4 N 1 Gn O7 18.8 56.60' >7yM ONO , 7 ,Z8 •-frZ —.. na v. e G e v. ° a 4 0 ^ 54 COLNCI. S1DEWA K off OO a 1 . ° v , a FD. DRILL HOLE S 9000'011" • 5.00' FD. 1/2" IRON PIPE IN CONC, WALK CONC. NO CAP ASPHALT DRIVE a g ,5 "L 1 N.E. 1 02ND ST. ., DATEI 8/08/97 DRAWN' S.B. CHECKED A.H. SCALD 1' = 20' FIELD BOOK A468 -51 ORDER N ❑,I 46519 0 V y 1 mut 9m, mum: 4 Itql urns 1[1'1 RD. MAW; IA !9989�� 10407!. ?won 0 1 • II glib ;0111W110 1 f 1 1 EA zoo k DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF MANUCY & ASSOCIATES, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY ARE NOT TO BE USED BY OWNER ON OTHER PROJECTS EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO MANUCY & ASSOCIATES. 20 BOUNDARY SU RVEY 0 GRAPHIC SCALE ET ) 20 ft. 75 FT. R/W 44 BO N PIPE J.EL MANUCY, INC. Land Surveyors / Civi, StnachraJ & Environmental Engineers 4694 Palm Avenue* Suite 203 Hialeah, Florida 33012 Teal: (305)821-1281* Fax: (30E1825 -1105 w LEGAL DESCRIPTION THE EAST 1/2 OF LOT 19 AND ALL OF LOTS 20 & 21, BLOCK 37 OF 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. ABBREVIA TIONS 1) R. 2) M. 3) P.B. 4) STY. 5) 6) FD. 7) C.B.S. 8) 0/E = RECGRD MEASt ∎RED PLAT BOOK = STORY = CENTFR LINE = FOUN') = CONCKTE 3LCCK STUCCO = OVERHEAD ELECTRIC SURVEYOR'S NOTES 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHT —OF —WAY OF RECORDS, EXGEP i AS SHc AWN ON Kf COR')rD 2) THERE ARE NO ENcROA CHMEHTS ONTO THE PROPERTY, EXCEPT AS SHOWN HEREON IF ANY. 3) NO ATTEMPT WAS IA,',DE BY THIS FLRM '.G LOCATE UNDERGROUND FOOTINGS OF ADJACENT BUILDINGS OR WALLS OR FENCES, EXCEPT AS SHOWN HEREON, IF ANY. 4) BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED VALUE OF S90'00'00 "W ALONG THE NORTII RIGI;T— OF — WAY L,NE uF 'J.E 2ND) ST. 5) FL000 ZONE: 'X" FEM1 COMA'L'X:TY 110. 120632 FAdCL 0093 SUFFIX J DATE 3/02/94 SURVEYOR'S CERTIFICATION: I, HEREBY CERTIFY TO THE FOLLOWNO: ERIC & CONNIE BENSON THAT IN THE PROFESSIONAL OPINION OF STEVEN B. BURTON, PROFESSIONAL LAND SURVEYOR, CERTIFICATE NUMBER 4982, STATE OF FLORIDA, THE FOLLOWING BOUNDARY SURVEY SUBSTANTIALLY MEETS THE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61317, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. FURTHER, THIS SURVEY IS BASED ON OBSERVATIONS AND FIELD MEASUREMENTS PERFORMED 8/08/97 AND OTHER INFORMATION AVAILABLE TO STEVEN 8. BURTON AT THE TIME THE SURVEY WAS MADE. COPIES OF THE SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF STEVEN 8. BURTON, SAID COPIES ARE FOR THE SPECIf1C USE OF THOSE ENTITIES THAT THE SURVEY HAVE BEEN CERTIFIED 10. PROFESSIONAL LAND SURVEYOR CERTIFICATA 49 SIATE OF FLORIDA DATED: .G -,...) LOCATION MAP N TS PREPARED FOR' ERIC & CONNIE BENS 361 NE 102ND STREET MIAMI SHORES, FL. 9) N.T.S. 10) P.O.B. 11, CONC. 12) CLF 13) EL. 14) FL. 15) FIN. 16) WM = NOT TO SCALE = POINT OF BEGINNING = CONCRETE = CHAIN LINK FENCE = ELEVATION = FLOOR = FINISH = WATER METER DRAWN : R.M.G. CHECKED : O.M.F. DATE : OCT. '05 SCALE : 51-1OWN JOB NO.: 05- 016312 SHEET 1 OF 2 SHEETS VENT PIPE SCHEDULE PUMP H.P. FLOW RATE VENT SIZE MAXIMUM LENGTH 3/4 43 GPM 1 30 LF 1 55 GPM 1 30 LF 1 15 GPM 1 40 LF 2 02 GPM 1 54 LF 2 131 GPM 1 13 LP. 3 143 GPM 1 l6 LF. THESE VENT SYSTEM WILL LIMIT THE TRANSMISSION Of SUCTION AT THE OUTLET To A MAXIMUM of 4.5' OF MERCURY IN WATER COLUMN BARRIER SCHEDULE COMPLYING WITH F.B.C. R4101.11 (EXCEPTION) AREA PERIMETER GALLONS TURNOVER POOL 383 SQFT. 84 LF. 10,886 1.11 HOUR SPA 50 SQ.PT. 25 L.F. 812 0.13 HOUR BARRIER SCHEDULE COMPLYING WITH F.B.C. R4101.11 (EXCEPTION) F3ARRIER DESCRIPTION SAFETY NET ALL OVER POOL A MINIMUM SLOPE FOR DECKING OF I /S' PER LINEAR FOOT SHALL BE PROVIDED TO EFFECTIVELY DRAIN TOWARDS THE PERIMETER AREA OR DECK DRAINS • • . 6 • •- 4 4- -► 4 -10 Al—. • i /a '/FT SLOPE I1 ' -0 SKIMMER -4 V DEEP VACUUM SHALL BE EQUIPPED � � WITH SELF- CLOSING SAFETY COVER REQUIRING TOOLS FOR ! (21D• REMOVAL SEAL CERAMIC TILE I HANDHOLD 0 5' -0' OVERFLOW • DEEP I I -I 30' -0' LIGHT SKIMMER SWIMOUT 4' -0' DEEP �I 4- POOL EQUIPMENT ON 4' CONCRETE PAD AND SECURED WITH 4- 1 /4'4 , ANCHOR BOLTS WITH NUTS AND WASHERS (TYPICAL) CONCRETE DECK AREA: 1015 50.-FT. POOL PLAN •• • •• •• •• •• • • • • • •. •• • • • • • • . • • ..... • • • • ... IMEI'!SIQNI PLAN 6cA,LE: L NN \ 0 r I T .\ SCALE : 1 /4' = 1' - \ • • \ \ \ \ V. V. \ \ \ \ \ \ DENOTES 2 LINES — DENOTES 2'4, LINES DENOTES 1 LINES 0 \ \ •\ \ \ \\ \ •\ \ \ \\ \a \ \ \ •`. T =�Z — 9 1'/2'4, VENT PIPE ` 12' ABOVE GRADE \\ 1 WITH GOOSE NECK UJ4TER LEVEL GRADE 1 VENT PIPE 12' ABOVE GRADE WITH GOOSE NECK 1 PROVIDE DIFFERENT COLOR TILE NON -SLIP AT SUJIMOUT EDGE I I _-11/2'0 VENT PIPE RELIEF VENT DETAIL NANDNOL ET4IL / - COPING SUJIMOUT DETAIL 1 VENT PIPE 12' ABOVE GRADE WITH GOOSE NECK (30' MAX. LENGTH) THE VENT SYSTEM IS TO LIMIT THE TRANSMISSION OP SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 IN OF MERCURY 12' MAXIMUM ABOVE FROM WATER LEVEL CERAMIC TILE HANDHOLD AT WITHIN 4 FEET NOT TO EXCEED S FEET At ANY TWO POINTS NSF! -5-2003 15.1.1 - HANDHOLDS SHALL BE ACCESSIBLE WITHIN 4 FEET NOT TO EXCEEDS FEET AT ANY TWO POINTS ALONG THE INSIDE OF THE POOL PERIMETER WHERE THE WATER DEPTH EXCEEDS 4 FEET 2' -6' DECK . • • • • • • • • • • • • •• • • • 2' -3' 125.00' - x - _ R " r ' "' R "' >r —x— 'T< - R " ', _ R - > - _ _ - " R ' _ - R _ > �""I ` " 5< " _ )�"' _ POOL EQUIPMENT SKIMMER DE TAIL EXISTING 4' HIGH CHAIN LINK FENCE 35' -11 EXISTING 4' HIGH CHAIN LINK FENCE X X X X X )< X A/C 8 EXISTING 4'4, SAN. LINE EXISTING WATER METER AND 1 SUPPLY LINE 4' WATER LEVEL •• „ • • � •• • 50IL 5T4TEMENT ••• • • SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICAt E$ ALLOWABLE BEARING CAPACITY OF 2,000 P.SF. (UNDIS TUf BED' SAND AND /OR ROCK ) • 1 • • C.B.S. WALL 125.00' ASPHALT DRIVEWAY EXISTING METER CAN AND U.G. 1 SERVICE RESIDENCE � No. 361 iii/ �FIN'FL.EL.: 10.45' N.G.V.D. SCP� i ^�' u y / u �k x x u � x < / y� x r 1i < u c � < i� <>, •,;>( x � � ��x x xJ CYx �k�i � /j ( / _ft � u Y ( �n/`i Ali i �x Cud. .�, �(�i 2 x xS x z kx'N X -� T �? < <y j b S C � / xi }�x X��C7x �c /� x, PROVIDE NET SAFETY n, BARRIER TO COMPLY WITH F$.C. R4101.I1 (EXCEPTION) AND COMPLYING WITH ASTM F 1346. (SUBMIT SHOP DlW's AND ACCEPTANCE No.) 11 X EXISTING 4' NIGH CHAIN LINK FENCE X —X X X )< X X X X X POOL REGUIRENTINTS: SELF - CLOSING/ SELF-LOCKING GATES t EQUI 1 () PENCE: 4' HIGH (MIN.) AND NON- CLIMSAt IF NEIGHBORS REMOVE FENCE/ WALL, OV MU$ T REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY )< X gun I= =0 MN M == == I= =N NM = =I II= -11010 =I =I =I 04= —MI =— I— I= M N.E. 102do STREET rWNCET DECK REQUIREMENTS 1. CONCRETE DECK SHALL BE EDGED, RADIUSED, OR OTHERWISE RE RELIEVE? TO ELIMNATE SHARP CORNERS PER ANSI NSPI -5 -1935 • • • • 2. TEXTU H •Nt- FINISHED CONCRETE DECKS SHALL BE SLOPE US INCH PER FOOT r'2OMWATER'S EDGE TO THE POINT OF DRAINAGE AS PER ANSI -NSPI- 132 (a) 5' CONCRETE SIDEWALK PARKWAY S ITE PLAN SCALE: /a' :1' -0' LEGAL DESCRIPTION: LOT 11, BLOCK 1 OF 'PINEWOOD GROVE' ACCORDING TO THE PLAT THEREOF AS RECORDED N PLAT BOOK 15S, PAGE 10 OF THE PUBLIC RECORD Of MIAMI -DADE COUNTY, FLORIDA. MI •I FENCES, INSTALLED ALLOW 4 TRASH CANS, T z X X X 1 S, HEDGES LLEY MUST .FT.FOR TRIMMINGS,: • • • • • • • • • • • • POOL 4 SPA DATA 4 EQUIPMENT ELECTIC4L DATA EXISTING 200 4 PANEL. POOL SPA SIZE 4 DEPTH 15' x 30' 13' TO 5' 8'4, L 3.11' CAPACITY 10,886 GALLONS 812 GALLONS PERIMETER/AREA 54 LF. / 383 SQFT, 2 H.P. 25 LF. / 50 SQ.FT. PUMP * 2 H.P. FILTER )K CARTRIDGE (150 SOFT.) - TILE 6" CHOICE 6' CHOICE TYPE OF PATIO SLIP RESISTANT SLIP RESISTANT EXIT RAILINGS - COPING BRICK BRICK TURNOVER 1.11 HOUR 0.13 HOUR * 10,886 GALLONS RECIRCULATED IN 1.11 HOUR 150 GP>r a 1 GPM FILTER RATED 150 SOFT, FILTER AREA 2 HP RECIRCULATION POOL PUMP 1 PHASE, 230 V, 102 GPM 0 50' TDH * 512 GALLONS RECIRCULATED IN 0.13 HOUR 2 HP RECIRCULATION SPA PUMP 1 PHASE, 230 V, 102 GPM ' 50' TDH FLOOR AND WALL TI- 4ICKNESS SCHEDULE ELECTIC4L DATA EXISTING 200 4 PANEL. TOP CKTS PLACED CONCRETE SERVES C.B. l'U • ..••.• P j . • • , • • 1 ' KW 3.6 0.4 2.0. WIRE - COND. *12 - 1/2' C *12 - I/2' C ' 12 - 1/2' C CKT- 39, 41 CKT- 38 CKT- 40, 42 LESS HYDROVERTICAL POOL PUMP ... •• POOL / SPA LIGHT BLOWER :. • FLOOR AND WALL TI- 4ICKNESS SCHEDULE WALL THICKNESS TOP BOTTOM PLACED CONCRETE 6' 6' FLOOR THICKNESS BOTTOM PLACED CONCRETE 6' FLOTATION ANALYSIS WATER LEVEL ELEVATION 9.95' POOL DEPTH 5.0' LOW POINT POOL LEVEL 4.95' V FLOOD CRITERIA 1.0' ✓ F.C. DEPTH LEVEL 2.05' v • LESS HYDROVERTICAL 2.0' HYDROSTATIC UPLIFT 0.05' ''' r DRAWN : R.M.G. 1 CHECKED : 01'1F. DATE : OCT. '05 SCALE : SHOWN - - JOB NO.: 05- 016312 SHEET 2 OF 2 SHEETS -Jr 84101.11 RESIDENTIAL SWIMMING BARRIER REQUIREMENT. RESIDENTIAL SWI111NG POOLS SHALL COMPLY WITH SECTIONS R4101J1.1 THROUGH R4101J13. EXCEPTION: A SWIMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1346. R4101.11J OUTDOOR SWIMMING POOLS. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WIN A BARRIER COMPLYNG WIN R4101,1111 THROUGH R4I01.11.LI4. R4101J1.IJ THE TOP CF THE BARRIER 514ALL BE AT LEAS 48 NCHE5 (1219 MM) ABOVE GRAPE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 111) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL WHERE THE TOP OF THE POOL STRUCTURE 15 ABOVE GRADE THE BARRIER MAY BE AT GROIN LEVEL OR MOUNTED ON TOP OF THE POOL STRICTURE. WHERE THE BARRIER 15 MOVED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 M1). R4I0(J1.)2 THE BARRIER MAY NOT HAVE MY GAPS, OPENINGS, INDENTATIONS PROTRUSIONS, OR STRUCTURAL- COMPONENTS THAT COULD ALLOW A YOUNG CHILD TO CRAWL UNDER SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER AS HEREN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NO1 BE REMOVABLE WITHOUT THE AID OF TOOLS. OPENNG$ IN MY BARRIER SHALL NOT ALLOW PASSAGE OF A 4- INCH- DIAMETER (102 111) SPHERE. R4101J1.13 SOLID BARRIERS lU -IICH DO NOT HAVE OPENNG5 SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRICTION TOLERANCES AMA TOOLED MASONRY JOINTS. R4101J1.1.4 WHERE THE BARRIER 15 COMPOSED Of HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS 15 LESS THAN 45 NCHES 11143 MM), THE HORIZONTAL MEMBERS SHALL BE LOCATED ON NE SWIMMING POOL SIDE OF THE FENCE. SPACNG BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 17 NCHES (44 tP1) N WIDTH. WIRE THERE ARE DECORATIVE CUTOUTS 1LU' N VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 11 NCHES (44 MM) IN WIDTH. R4101J1.15 WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND NE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS 15 45 INCHES (1143 1171) OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES on MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHN VERTICAL MEMBERS, SPACNG WITHIN THE CUTOUTS SHALL NOT EXCEED I? INCHES (44 MM) N WIDT14. R4101J1.Ib MAXIMUM MESH 51ZE FOR CHAIN LINK FENCES SHALL BE A 21 INCH SQUARE (51 111) UNLESS THE FENCE 15 PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE 114E OPENNGS TO NO MORE TI-1M 17 NCHES (44 MM). R4 0011 WHERE THE BARRIER IS COMPOSED OF DIAGONAL- MEMBERS, THE MAXIMUM OPENNG FOR1ED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 17 INCHES (44 MM). R4101J1.15 ACCESS GATES, lU4)-N PROVIDED, SHALL BE SELF- CLOSING AND SHIALL COMPLY WITH THE REQUIREMENT5 OF SECTIONS R4101J1.1.1 THROUGH R4101J1.1.1 AND SHALL BE EQUIPPED WITH A SELF- LATCHNG LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE 15 LOCATED NO LE55 THAN 54 NCHES (1312 FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE REACHED SY A YOM CHILD OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1 INCH (12,1 MM) WITHN IS NCHES (451 MM) OF THE RELEASE MECHANISM. R4101J1.19 WHERE A WALL OF A DWELLNG SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWNG SHALL APPLY: I. ALL DOORS AND UJINPOUIS PROVIDNG DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 TWAT HAS A MNIMUM 50.ND PRESSURE RATING OF 85 DB A AT 10 FEET (3048 I11) AND 15 EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARMING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALAR1 SHALL SOIN IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BENG I -EARRD THROUGHOUT THE 140.5E DURNG NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALAf41 FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES (1312 MM) ABOVE THE THRESHOLD OF TI-E DOOR SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF SENSORS WIR TO A CENTRAL ALARM SO.ND WHEN CONTACT 15 BROKEN AT ANY OPENNG. EXCEPTIONS: A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 NCHES (1219 M1) OR MORE MEASURED FROM NE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL B. WNDOWS FACING T14E POOL ON FLOOR ABOVE THE FIRST STORY. C. SCREENED OR PROTECTED P455- 11-ROUGH KITCHEN WNDOWS 42 NCHES (1061M11) OR HIGHER WITH A COUNTER BENEATH. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM 11-1E HOME TO THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF- LATCHING DEVICE WITH POSITIVE MECHANICAL LAICHNG/LOCKNG INSTALLED A MNIM111 OF 54 NCHES (1312 1171) ABOVE THE THRESHOLD, WHICH 15 APPROVED BY THE AUTHORITY HAVING JURISDICTION. R4101.11.1.10 WHERE AN ABOVEGROUND POOL STRUCTURE I5 USED AS A BARRIER OR W14ERE THE BARRIER 15 MOUNTED 04 TOP Of THE POOL STRUCTURE, AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER UINICH MEETS THE REQUIREMENTS OF SECTIONS R4101J1.IJ THROUGH 84101.11.1.9 AND SECTIONS R4101J1.1.12 THROUGH R4101.11.14. WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW NE PASSAGE OF A 4- INCH - DIAMETER (102 111) 5F'I -)ERE. R4101.11.IJ1 STANDARD SCREEN ENCLOSURES WHICH MEET NE REQUIREMENTS OF SECTION R4101.11 MAY BE UTILIZED A5 PART Of OR ALL OF THE 'BARRIER AND SHALL BE CONSIDERED A 'NONDW'ELLING' WALL REMOVABLE CHILD BARRIERS 514ALL HAVE ONE END OF THE BARRIER NO REMOVABLE UNCUT THE AID OF TOOLS. R4101J1.1.12 THE BARRIER MUST BE FLACED AROUND THE PERIMETER OF 114E POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR OTHER ENCLOSURE OR PORTION THEREOF 15 5ITUATED ON THE PERIMETER OF THE POOL, IS BENG USED AS PART of THE BARRIER AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION, R4101J1IJ3 REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM 114E WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL ELDERLY PERSON WO MAY MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLNG INTO THE WATER SUFFICIENTLY AWAY FROM THE WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES (508 111) FROM THE BARRIER TO THE WATER'S EDGE. DWELLING OR NONDWELLING WALLS INCLUDING SCREEN ENCLOSURES, WHEN USED AS PART OR ALL OF 11-E 'BARRIER' AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS CLOSE 10 THE WATER'S EDGE AS PERMITTED BY T415 CODE. R4101J1.IJ4 A WALL OF A DUELLING MAY SERVE AS PART Of THE BARRIER IF IT DOES NOT COWAN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE DIRECT ACCESS FROM THE I40ME TO THE SWIMMING POOL. R4101.11.1J4J ADJACENT UTATER JAYS. PERMANENT NATURAL OR PEMIANENT MAN -MADE FEATURES SUCH 45 BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO A PUBLIC OR PRIVATE SWll t1NG POOL OR SPA MAY BE PERMITTED AS A BARRIER WEN APPROVED BY THE AUTHORITY HAVNG JURISDIG110N WHEN EVALUATNG SUCH BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON -SITE INSPECTIONS AND REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS WATER MANAE1ENT AGENCY 51ANDARD5 AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOOi1ENTATION TO VERIFY, AT A THE FOLLOWING: I. THE BARRIER FEATURE 15 NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION AS THAT PROVIDED BY THE CODE. 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO THE 5 U 11NG POOL OR SPA, R4101J1.1.15 A MESH SAFETY BARRIER MEETING THE REQUIREmENT5 OF SECTION R410LI1 AND THE FOLLOWING MINIMUM REQUIREMENTS SHALL BE CONSIDERED A BARRIER AS DEFINED IN THIS SECTION: I. INDIVIDUAL COMPONENT VERTICAL SUPPORT POSTS SHALL BE CAPABLE OF RESISTNG A MNIM1P1 CF 52 POUNDS (229 N) OF HORIZONTAL FORCE PRIOR TO BREAKAGE WHEN MEASURED AT A 36 -INCH (914 MM) HEIGHT ABOVE GRADE. VERTICAL POSTS OF THE CHILD MESH SAFETY BARRIER SHALL EXTEND A MINIMUM OF 3 NCHES (1b 11) BELOW DECK LEVEL AND SHALL BE SPACED NO GREATER THAN 36 INCHES (v411) APART. 2. THE MESH UTILIZED N Tl-E BARRIER SHALL NAVE A MNI1121 TENSILE STRENGTH ACCORDNG TO A5T11 D 5034 OF 100 LBF, AND A MNIMUM BALL BURST STRENGTH ACCORDING TO ASTM D 3181 OF 150 L. THE MESH SHALL NOT BE CAPABLE OF DEFORMATION SUCH THAT A 1 -NCH (6.4 111) ROUND OBJECT COULD PASS THROUGH THE MESH. THE MESH SHALL RECEIVE A DESCRIPTIVE PERFORMANCE RATNG G. NO LESS THAN 'TRACE DI OR 'SLIGHT DISCOLORATION' WHEN TESTED ACCORDNG TO ASTM G 53 (WEATHERABILITY, 1200 HOURS) 3. WHEN USING A MOLDNG STRIP TO ATTACH THE MESH TO THE VERTICAL POSTS, THIS STRIP SHALL CONTAN, AT A MINIMUM, *3 BY 1 -NCH (12.1 111) SCREWS WITH A MNXMUM OF TWO SCREWS Al THE TOP MD TWO AT THE BOTTOM WITH THE REMANING SCREWS SPACED A MAXIMUM OF E. NCHE5 (152 MM) APART ON CENTER 4. PATIO DECK SLEEVES (VERTICAL P05T RECEPTACLES) PLACED NSIDE THE PATIO SURFACE SHALL BE Of A NONCONDUCTIVE MATERIAL. 5. A LATCHING DEVICE SHALL ATTACH EACH BARRIER SECTION Al A HEIGHT NO LOWER THAN 45 INCHES (11 613 MM) ABOVE GRADE. COMMON LATCHNG DEVICES THAT INCLUDE, BUT ARE NOT LIMITED T0, DEVICES THAT PROVIDE THE SECURITY EQUAL TO OR GREATER THAN NAT OF A 1400K AND EYE TYPE LATCH INCORPORATING A SPRING ACTUATED RETANING LEVER (COMMONLY )REFERRED TO AS A SAFETY GATE HOOK). b. THE BOTTOM OF THE CHILD MESH SAFETY BARRIER SHALL NOT BE MORE THAN 1 NCH (25 MM) ABOVE THE DECK OR INSTALLED SURFACE (GRADE). R4101.112 INDOOR 511111N6 POOLS. ALL WALLS SURROUNDING NDOOR SWIMMNG POOLS SHALL COMPLY WIN SECTION R4101.1119. R4101J13 PROHIBITED LOCATIONS. A BARRIER MAY NOT BE LOCATED N A WAY NAT ALLOWS ANY PERMAI N1 STRUCTURE, EQUIFf8 T, OR WNDOW THAT OPENS TO PROVIDE ACCESS FROM THE HOME TO THE SUMMNG POOL • • •• • • • . • c • • •.. •. . • • • •• • • • � •• • ••• •• • • • • • • • • • • • • • • • • • • • • • ... • • • • • . ••• • •• •• •• • • ••• GENERAL NOTES. I- ALL FLOORS AND WALLS OF POOL TO BE CONCRETE SHALL BE PNEUMATICALLY PLACED (SHOTCRETE OR GUNITE) A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, 2- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60. 3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL WITH LOGO PRINTED. PLASTIC PIPE SUBJECT TO A PERIOD OF PROLONGED SUNLIGHT EXPOSURE SHALL BE COATED TO PROTECT IT FROM ULTRAVIOLET LIGHT DEGRAD - FBC R4101.6.5 4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER R410120 OF THE FBC, 5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF 501L5 EXCEPT CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, 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 501L AND COMPACTED IN 12' THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN 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 ASSUMES NO RESPONSABILITY FOR THE SAFETY OF EXISTING STRUCTURE. 1- THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE 50 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 DIMENSION5 PRIOR TO CONSTRUCTION. 8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED E3Y THE LOCAL REGULATORY AGENCY N GENERAL. HOLD A DISTANCE OF ID FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER EDGE AND 5 FEET FROM UNDERGROUND ELECTRIC LINES. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, WD.C. AND FBC 8424.1.92 10- MINIMUM 4' -0' 141G14 IS FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. COMPLY WITH CHAPTER 84101.11 OF THE F.B.C. I1 -WHERE POOLS ABUT OR ARE PLACE NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. NE WALLS SHALL BE IN GOOD CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM NE 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 FOR INSTRUCTIONS. 12 -THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BAGKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90 % OF THE SOILS MAXIMUM DENSITY BY CAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 13 -WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESING NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 14- 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 AND POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 15- THIS PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT IS NOT TRANOFERABLE FROM ONE CONTRACTOR TO ANOTHER WITl40UT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED IN COMP1.1 WITH THE ANSI - N6PI -5 -1995 AND FBC AND ALL APPLICABLE LOCAL CVDES AND REGULATIONS. 16- CONCRETE POOL DECK, SHALL BE PROVIDED W/ 1 %' WIDE SALMI CRACK CONTROL JONTS SPACED AT 5' -0' O.C. OR FOR AN EFFECTIVE CONCRETE AREA OF 150 Q. FT. CRACK CONTROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE SLAB THICKNESS. z 10' -0' MINIMUM 20' -0' MAXIMUM 4 JUNCTION Box WATER LEVEL COPING 1 7x 7 3 % (CU)- viz C 1, GFI / W.P. RECEPT. L 3 *12 (CU) -lie' C NON _\_ CORROSIVE CONDUIT #3 BARS EACH WAY 3 12 (CU)- 1/2' C 0 OVERFLOW WATER LEVEL WALL OF POOL 3 *12 (CU)- 1/2' C POOL LITE SWITCH 0 POOL PUMP 2 HP WATER LEVEL POOL TYPICAL WALL SECTION JUNCTION BOX AND PUMP SWITCH 3 12 (CU)- lie' C 300 WATTS 12 VOLTS REMOVABLE UNDER WATER NICHE LIGHT AT POOL 15 WATTS 12 VOLTS REMOVABLE • •• • : ::. • .: • • - UNDER WATER NICHE LIGHT AT Sr- 14 .• : : : :•: • •. ••. .1: •• .• • . •• ELECTRICAL DIAGRAM. • • • • • • • • . • • • • • • • • • • • • • • • • • .. • • • • • • .. • • • • • . • ••• . . •• - • • • • • • • • • • • • • • • • EXISTING 200 A PANEL vARIES (SEE PLAN) * fi COPING WATER LEVEL SEAT 3 12 (CU)- 1/2' C BLOWER SALT 2 HP SYSTEM 6' -0' L✓ SEE PLAN 4' CONC. SLAB WITH FIBER MESH 4 GRADE WELL COMPACTED FILL -� 4' FOR THICKNESS SEE SCHEDULE •3 ' WAY SIDES y/ STEEL TEXT FORA OR KRAFT FORM PROVIDE 12' x 20' : 240 SQ.IN. (MIN.) AREA FOR SPA TOP STEP 8' -0' PROVIDE DIFFERENT COLOR TILE NON -SLIP AT SEAT AND STEP EDGE \• .. SWITCH COPING 12' 8' BOTTOM PNEUMATICALLY PLACED CONCRETE WITH' 3 AT 10' ON CENTER EACH WAY SPA SECTION SCALE: 3 4' : 1' -0' V 6' CONCRETE SLAB WITH ' 3 ' 10 D.G. EACH UJAY 8' x 8' CONC. THICK EDGE W/ I •5 CONT. STEP ANTI - VORTEX MAIN DRAIN THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND A BODY ENTRAPMENT ON THE OTHER SUMP NEVER EXCEEDS 4.5 INCHES OF MERCURY, THE ENTRAPMENT RELEASES IN LESS THAN THREE SECONDS TESTING WAS ACCOMPLISHED UNDER THE DIRECTION OF WILLIAM ROWLEY A REGISTERED ENGINEER OF STATE OF FLORIDA DATED DECEMBER 8 / 2001 EXISTING METER CAN EXISTING 1' 4 (GRD) (Cu) IN 1/2' C TO C.W.P. AND 5 /6'4 , x10' ROD 4 FOUND. REBARS ' 23' -0' EXISTING 2'd) pOW'N PIPE TO POWER Co POINT OF CONNECTION TYFICJAL POOL SECTION 21 /2'm SUCTION LINE 1"2'. VENT LINE (30' max. length) PROVIDE TILE INDICATED SPA POINT OF ENTRY 30' -0' GRAVEL 1 HYDRO VALVE 6 r 4' CONCRETE DECK 12' WALL WITH • 3 a 10' D.C. EACH WAY EACH FACE OF WALL • • • • • • • • • • • • • • WATER LEVEL ANTE - VORTEX MAIN DRAIN \1.1 P'1AX" 4 r * 12 ' max. I -1/2' 4 X 12' PIPE NOTE: ALL WIRING SHALL BE COPPER NUN • POOL BOTTOM DOUBLE MAIN DRAIN MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH R4101..63 OF FLORIDA BLDG CODE GRADE WATER LEVEL • • • • POOL PUMP 2 HP 2.88 X 125% (N.S.) = 3.6 KLU FNL 200 A 3'- ELECTRICAL RISE I4GRAM 2'0 2'. 1' -0' vARIES SEE PLAN 12'X9'X9' SUMP PRE -CAST CONC. OR RUST -FR FIBERGLASS MAIN DRAIN EXISTING 3 # 2/0 TI-UN Cu 1 #6(GRD) -2'C POOL BOTTOM PENTAIR MODEL 542031 (WHITE) AND 542041 (BLACK) ANTI VORTEX MAIN DRAIN COVER TESTED TO ASME A 112.19.SM BY U L. 8112 LISTED (TYPICAL OF 2) 6' (MIN) CONCRETE ALL AROUND DRAIN SUMP 1 HYDRO -VALVE GRAVEL SUMP DETAIL 12' '1'- IS' 10' MIN, 10' MN. (C) POOL E3OTOM / STEPS DETAIL (A) RISER HEIGHT MUST BE UNIFORM (B) NO LIMITATIONS ON DEPTH TO FLOOR (C) CONTRASTING TILE AT EDGE COPING r CONCRETE POOL PUMP WITH HAIR AND LINT STRAINER ELECTRICAL NOTES: 2'0 WASTE LINE 2'0 o z 8 0 w 4;.• Q N N N N I- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC -NFPA - 10 -2002 -680 2- PROVIDE GROUND WIRE SYSTEMS LOOP WIT) -4 # S COOPER WIRE FOR THE POOL DECK WIRE MESH AND STRUCTURAL STEEL. 3- ALL WIRING SHALL BE COPPER THWN CARTRIDGE FILTER (150 SOFT.) SALT SYSTEM CHLORINATOR PIPINC 14G4M WATER VELOCITY TO COMPLY FBC 2004 R4101.63 AND ANSI (NSPI -5 1995 -92 1 d) N BLOWE cp 2 HP REV1510N5 BY 2 0 w w %le z 0 z z 0 V 06 V a J 3&1 N.E. 102nd STREET MIAMI SHORES, FLORIDA PROPOSED POOL PLAN FOR: LOCATED AT: FAX- (305) 262-2014 x z ra 4_L < I l I ' GENERAL NOTES ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL BUILDING CODE. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTR- ACTORS PRIOR TO CONSTRUCTION. DRAWINGS ALL PLAN DIMENSIONS ARE TO FACE OF MASONRY, OUT- SIDE FACE OF STUD OF EXTERIOR STUDS AND FACE OF INTERIOR STUD PARTIONS UNLESS NOTED OTHERWISE. ALL DIMENSIONS AND HELD CONDITIONS ARE TO BE VERIFIED WITH ANY DISCREPANCIES REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK. MISC. SHOP DRAWINGS AND /OR SPECIFICATION DATA FOR ALL MATERIALS, EQUIPMENT, ETC. SHALL BE SUBMITED TO AND ACCEPTED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK. CAULK WELL PLUMBING NOTES 1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "SOUTH FLORIDA BUILDING CODE," CHAPTER 46. LOCAL ORDINANCES AND IN COMPIANCE WITH THE "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION." 2. CONTRACTOR TO VERIFY AT SITE LOCATION, ELEVATION AND SIZE OF ALL EXISTING MAINS, WATER AND SEWER FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING, "BITUMASTIC" OR EQUAL. 4. PROVIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END CONNECTIONS. 5. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS AS INDICATED ON PLANS. 6. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 7. PROVIDE CONTROL VALVES TO: ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. 8. PLUMBING FIXTURES SHALL BE "AMERICAN STANDARD" OR APPROVED EQUAL ALL FIXTURE TRIM SHALL BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 9. WASTE UNES TO SLOPE 1 /8 " /FT. UNLESS OTHERWISE NOTED. 10. PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING, AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATION AND SIZES ON HORIZONTAL UNES SHALL BE ACCORDING TO CODE. 11. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH W /LEAD OR CONNECT TO EXISTING VENT SYSTEM. ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. 2. COORDINATE ELECTRICAL SERVICE W /FLORIDA POWER AND LIGHT COMPANY. 3. ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY SPECIFICATIONS. 4. ELECTRICAL INSTALLATION DESIGN OF THIS PLAN IS IN COMPLIANCE AS SET FORTH BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. 5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR HIMSELF PRIOR TO SUBMISSION OF BID, EXISTING CONDITIONS. 6. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. IT WILL BE HIS RESPONSIBILITY TO SECURE AND PAY FOR ANY PERMITS, CERTIFICATES OF INSPECTION, ETC. 7. SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS SHALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER. IT THE USE OF A SUBSTITUTE REQUIRES ANY CHANGE IN WORK, THE NECESSITY FOR SUCH CHANGE WILL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AND IF APPROVED, SHALL BE MADE AT NO COST TO THE OWNER. 8. CLEAN UP SUCH TRASH AND DEBRIS GENERATED BY THE WORK AND LEAVE COMPLETED WORK IN A CLEAN, UNDAMAGED, AND FINISHED CONDITION READY TO RECEIVE WITHOUT FURTHER PREPERATION, UNLESS SO SPECIFIED IN OTHER SECTIONS, ANY ADJACENT OR ABUTTING WORK PERFORMED BY OTHERS. 9. MATERIALS, APPLIANCES, DEVICES AND EQUIPMENT SHALL MEET WITH THE REQUIREMENTS OF UNDERWRITERS' LABORATORIES AND SHALL BE NEW AND THE LATEST STANDARD PRODUCTS OF MANUFACTERERS REGULARLY ENGAGED IN THE PRODUCTION OF THE ITEM, UNLESS OTHERWISE INDICATED. LIKE ITEMS SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. 10. ALL CONDUCTORS SHALL BE COPPER AND RUN IN CONDUIT. WIRE SIZE SHALL BE THW UNLESS OTHERWISE NOTED ON PLANS. PROVIDE GROUND CONDUCTOR PER NEC 250 -95. 11. LOCATION OR OUTLETS IN ELECTRICAL DRAWINGS IS DIAGRAMATIC: CHECK MANUFACTURER'S DRAWINGS FOR EXACT LOCATION OF OUTLETS. 12. PROVIDE TYPEWRITTEN SCHEDULES FOR ALL PANELBOARDS. PROVIDE NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT. 13. A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON ORIGINAL CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 14. ELECTRICAL INSTALLATIONS. SHALL CONFORM TO REQUIREMENTS OF N.E.C. 110 -16 (a) "CLEARANCES" AND N.E.0 384 -2 "DEDICATED SPACES" FOR SWITCHBOARDS AND PANELBOARDS. INCLUDING SPACES ABOVE THE EQUIPMENT. FLOOD HAZARD NOTES 1. ALL ELECTRICAL OUTLETS (RECPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED BE INSTALLED ON SEPARATE INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAL AREAS 2. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION 3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 4. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 5. COORDINATE LOCATION OF ELECTRIC METER W/ FLORIDA POWER Sc LIGHT CO. TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 3" TO EXISTING SEPTIC TANK EXISTING WH \ pEMOVE EXISTING WALL RELOCATE FIXTURES I (SEE BELOW) (SEE PLAN BELOW) REMOVE DOOR AND PATCH TO MATCH EXISTING 1 /2" WATER MAIN DEMOLITION PLAN 1/8" = Y-0" 1/2" 3/4" I / r 1 1 1/2" 1/2" LWC WATER SUPPLY RISER N.T.S. SINK 2'-5 3/4" 1 -----117 --,, REMOVE DOOR AND PATCH 1 \ r ..... \ / 1 1 11 TO MATCH EXISTING 1 \/ \,,.J 1, __ �_� - REMOVE EXISTING WALL PREP FOR RELOCATED DOOR REMOVE DOORS AND RELOCATE DOOR 1 PLUMBING PLAN - - - -- COLD WATER 1/8" = 1 - - - - HOT WATER WASTE LINE REMOVE PIPES FROM EXISTING FIXTURES (TYP) CLEANOUT ON EXTERIOR 3" TO EXTERIOR DRAIN 1 WC \ SCREEN \ DOOR 2" VTR N. WASTE WATER RISER N.T.S. BEDROOM 1 - NEW WALLS PATCH A.ND PAINT 1 TO MATCH EXISTING L VESTIBULE ,.,NEW BATHROOM FIXTURES 6'-4'' SPARE CKT NO. 25 (20 AMP) 11'-7" KITCHEN SHOWER 2" TRAP 5, -l" NEW TUB NEV M TILE FLOOR BY OTHERS EXISTING ELECTRICAL METER 0 ATHROOM 5 1/4" Cl> � CLO. CLO. 4' HALLWAY FLOOR PLAN 1/8" = 1-0" /SPARE CKT NO. 26 (20 AMP) SPARE CKT NO. 25 (20 AMP) 5 1/4" ELECTRICAL PLAN 1/8" = 1-0" CKT NO.'s REFER TO EXISTING 200A PANEL 14' -10 1/4" BEDROOM 2 \ NEW WALL \ PATCH AND PAINT \ TO MATCH EXISTING CLO. EXTEND ARCH TO I -1 I \ / 1 \ ci T T 1 FACE OF NEW WALL 5' -6 1/4" NEW WALL TO BE 2 X 4 WOOD STUDS 24" 0.C. WITH 5/8" DRYWALL AND FINISHED TO MATCH EXISTING NEW WALL TO BE 8" CONC. BLOCK W/ 3/4" FURRING AND 5/8" DRYWALL- INTERIOR STUCCO TO MATCH EXISTING- EXTERIOR MS §Sa NEW WALL TO BE 2 X 4 WOOD STUDS 16" 0.C., TILE OVER 5/8" DUROCK IN SHOWER, 5/8" DRYWALL IN BEDROOM 1 \ SPARE CKT NO. 27 - N (20 AMP) I I �S- 1 I 0 i 0• 0 9'-4' BATHROOM T ✓ WALL MOUNTED • CEILING MOUNTED DUPLEX SWITCH 15 FT. ALLEY WATER 4' C.L. FENCE 1 METER 4' C.L. FENCE 3/4" WATER MAIN 3" DRAIN TO SEPTIC 33' -6 3/4" EXIST NG ELEC METER L- -- 1 STY. C.B.S. 1 STY. C.B.S. RESIDENCE #361 0 z 0 0 -- - - --4 -' - - -- -' - -' - -- - - - - - 5 ' CONCRETE SIDEWALK 125' - N.E. 102 ST. o, I SITE PLAN Y =2O' -0" rj c, "LO SCOPE OF WORK ARCH. DEMOLISH EXISTING GUEST BATH AND REMODEL TO INCLUDE NEW BATHTUB, SINK AND TOILET. REMOVE DOORS AND PATCH WALLS WITH MATERIALS TO MATCH EXISTING ELEC. ADD NEW 20 AMP APPLIANCE CIRCUITS AND NEW LIGHT FIXTURES IN IN REMODELED BATH. ADD NEW CIRCUIT FOR CEILING MOUNTED LIGHT FIXTURE IN MASTER BEDROOM CLOSET. PLUM. REMOVE AND REPLACE EXISTING PIPES AND FIXTURES IN GUEST BATH HVAC. NONE LEGAL DESCRIPTION THE EAST 1/2 OF LOT 19 AND ALL OF LOTS 20 & 21, BLOCK 37 OF AMENDED PLAT OF MIAMI SHORES SECTION NO.1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 10 PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 54' -3 1/4" SECTION AA 3/4" = 1 J I 31 vi al 0 I EXISTING CEILING (FIELD VERIFY HEIGHT) EXISTING PORTION OF WALL TO REMAIN 5/8" DRYWALL v11 U V i e a S to ( CC V - f i 5 . 4- re - - yl � 2 X 4 WOOD RUNNER 5/8" DUROCK 2 X 4 NAILER FASTENED TO EXISTING WALL 2 X 4 FRAMING 0 16" O.C. PORTION OF WALL TO BE REMOVED 5/8" GREEN BOARD 2 X 4 FRAMING © 16" O.C. 5/8" DUROCK TILE (BY OTHERS) NEW TUB EXISTING CONC. SLAB z O w i1 O 1 z O z E 0 0 0) 6 � O I I 1 1 C • In 00 to Po U < O IL D 0 0 z O w M cra N L" L 41d Y z z O u A' 0 EE 0 O 0 M 0 on o 0 0 0 c o 0 Al SEPTEMBER 2, 1997 CORAL WAY TAXIS STUDIO C.L. FENCE