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BPP-13-590_Plans OUTDOOR SWIMMING BARRIER N W o 0 COMPLYING WITH R4101.17.1.1 THROUGH R4101.17.1.14. PROHIBITED LOCATIONS. THE TOP OF THE,$ARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE HOME TO THE SWIMMING POOL. BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF O.H ELECTRIC SERVICES THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF op O THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL 0 OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED EXISTING 6 FT CBS WALL ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO INCHES (102 MM). A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER THE FOLLOWING SHALL APPLY: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON-SITE INSPECTIONS AND PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG CHILD REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER AS HEREIN AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE TO VERIFY, AT A MINIMUM, THE FOLLOWING: REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. 1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN AS THAT PROVIDED BY THE CODE. INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT THE SWIMMING POOL OR SPA. WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS , AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS FUTURE 6 FT METAL FENCE & GATE THAN 45 INCHES (1143 MM), THE HORIZONTAL MEMBERS SHALL BE LOCATED ON W/ SELF CLOSING THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS AND SELF LATCHING DEVICE SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. WHERE THERE ARE W/ LOCK DEVICE ® 54" DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS SPACING WITHIN THE CUTOUTS EXISTING 4 FT METAL FENCE & DOUBLE GATE SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. W/ SELF CLOSING AND SELF LATCHING DEVICE ? POLE — WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS W/ LOCK DEVICE ® 54" - AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 ROM GRADE LEVEL \ INCHES (1143 MM) OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT CENTER POST SET PERMANENTLY EXCEED 4 INCHES (102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 13/4 1 INCHES (44 MM) IN WIDTH. MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 21/4 INCH SQUARE (57 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 13/4 INCHES (44 MM). WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM EXISTING METAL SHED— OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 13/4 INCHES (44 MM). N W o 0 ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND SHALL COMPLY =LINE WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGH R4101.17.1.7 AND H SHALL BE EQUIPPED WITH A SELF-LATCHING LOCKING DEVICE LOCATED ON THE M w POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN 0000 54 INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE O.H ELECTRIC SERVICES MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT op O IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY 0 OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE EXISTING 6 FT CBS WALL .- SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND W BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 U INCHES (457 MM) OF THE RELEASE MECHANISM. WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER., ONE OF oo THE FOLLOWING SHALL APPLY: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE N POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT H HAS A MINIMUM SOUND PRESSURE RATING OF 85 DB A AT 10 FEET (3048 MM). THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE 0.) DOOR AND ITS SCREEN ARE OPENED, THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. ELECTRIC METER SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES (1372 MM) ABOVE THE THRESHOLD OF THE DOOR. SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT ANY OPENING. EXCEPTIONS: FUTURE 6 FT METAL FENCE & GATE A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 W/ SELF CLOSING INCHES (1219 MM) OR MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE AND SELF LATCHING DEVICE POOL ACCESS LEVEL. W/ LOCK DEVICE ® 54" B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. FROM GRADE LEVEL IN SEPARATE PERMIT C. SCREENED OR PROTECTED PASS-THROUGH KITCHEN WINDOWS 42 INCHES (1067 MM) OR HIGHER WITH A COUNTER BENEATH. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF-CLOSING, SELF-LATCHING DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING INSTALLED A MINIMUM OF 54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON 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 WHICH MEETS THE REQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGH R4101.17.1.9 AND SECTIONS R4101.17.1.12 THROUGH R4101.17.1.14. WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF SECTION R4101.17 MAY BE UTILIZED AS PART OF OR ALL OF THE "BARRIER" AND SHALL BE CONSIDERED A "NONDWELLING" WALL. REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE BARRIER NONREMOVABLE WITHOUT THE AID OF TOOLS. THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE 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 IS SITUATED ON THE PERIMETER OF THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM THE WATERS LEGAL: EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL ELDERLY PERSON WHO MAY MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE WATER. SUFFICIENTLY AWAY FROM THE WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES MIAMI SHORES SEC 3 PB 10-37 LOTS 12 & 13 (508 MM) FROM THE BARRIER TO THE WATER'S EDGE. DWELLING OR NONDWELLING WALLS MIA I LOT SIZE IRREGULAR 37 OR1 12 & 1062 INCLUDING SCREEN ENCLOSURES, WHEN USED AS PART OR ALL OF THE "BARRIER" AND BLK MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS CLOSE TO THE WATER'S EDGE 1100 PROB 99-02686 CP (04) OR 27963-4942 AS PERMITTED BY THIS CODE. 1211 11 A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT DOES NOT CONTAIN ANY DOOR,OR WINDOW THAT OPENS TO PROVIDE DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL. tf') t\ N 1 ,I0. PROVIDE ALARMS ALL WINDOWS AND DOORS WITH ACCESS TO THE POOL ON ANY WALLS OF THE HOUSE USED AS PART OF THE BARRIER FBC R4101.17.1.9 EXISTING 4 FT CHAIN LINK FENCE - _ ! - - - - 15 FT ALLEY co' - 100.00 -- -- - _F71 r , ow-31i i F7 TWO STORY RESIDENCE No. 1055 NE 96 ST F.F.E: 10.91' OIi 0), 1 r-I-I SEPTIC TANK I OO jol ' I i 12 —6 rl M P E R M I T MIAMI SHORES VILLAGE i AP?RGVED +� FY DATE � t©mNG I STRUCTURAL ��t3 ELECTRICAL I EXISTIN� tR `fE 4RIOR LABUS BE REMOVE BY OWNER POOL CONSTFUCTfCiN `^ I{ �ECHANiCA! BLDG, POOL E UIPMENT AT A MINIMYA F 36 41CF� ES ,,, TO SCREE �� )QUIPMtN`%'r n..`�, EXISTING 4 FT CHAIN LINK FENCE FUTURE 6 FT METAL FENCE & DOUBLE GATE W/ SELF CLOSING L_ J AND SELF LATCHING DEVICE IW/ LOCK DEVICE ® 54" FROM GRADE LEVEL IN SEPARATE PERMIT --DRAIN-FIELD CENTER POST SET PERMANENTLY i w,�'� s' .�1 �.r'r ,N'• 'mss y MIA►'-pgj)K. COUP+iY hi ALT i Ui~P/RTNENT 100.00' pERiAlT 0: NE 96 STREET SITE PLAN- SCALE: 1"=20'-O" DATE APPROVED �11� �I.DADE COUNTY I�-� PERUr DAM, 4 �1 REV. ® �O W �M fur E--� cf) w 00 0 N W o 0 00 M w H M w 0 0000 Q 00 O L� op O Zoo 0 0 °i W o o U W oo N H 0.) 0 0 N W o 0 Z a � � M � M 0000 00 z op O Zoo 0 0 °i W o o Obi Lla W oo ZL SHEET: DATE:04/ 1 1 1 / 1 3 1 OF 4 N W o 0 a 0 rn 0000 En op O 0 0 °i N 0 Obi Lla W oo N ZL SHEET: DATE:04/ 1 1 1 / 1 3 1 OF 4 OUTDOOR SWIMMING BARRIERU COMPLYING WITH R4101.17.1.1 THROUGH R4101.17.1.14. PROHIBITED LOCATIONS. THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT M GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE SWIMMING POOL THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE HOME TO THE SWIMMING POOL \\ a BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL WHERE THE TOP OF O _ O THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL ^M OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO INCHES (102 MM). A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH E—� O' THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON-SITE INSPECTIONS AND U F PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG CHILD REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER AS HEREIN AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE TO VERIFY, AT A MINIMUM, THE FOLLOWING: PROVIDE ALARMS REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT TO w ALLOW PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. 1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR ALL WINDOWS AND DOORS WITH ACCESS THE POOL ON ANY WALLS OF THE HOUSE E ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN AS THAT PROVIDED BY THE CODE. USED AS PART OF THE BARRIER a INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES FBC R4101.17.1.9 M AND TOOLED MASONRY JOINTS. 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO w � THE SWIMMING POOL OR SPA. WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES (1143 MM), THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS EXISTING 4 FT METAL FENCE & DOUBLE GATE SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. W SELF CLOSING EXISTING 4 FT CHAIN LINK FENCE AND SELF LATCHING DEVICE POLE 00 WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS W/ LOCK DEVICE ® 54' - - - M AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 FROM GRADE LEVEL - - - - - - INCHES (1143 MM) OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT CENTER POST SET PERMANENTLY 15 FT ALLEY Q0 EXCEED 4 INCHES (102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN / ! O VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. 100.00 _ � _ _ 4__ _ _ y _-_ EXISTING CONCRETE SLAB MUST BE REMOVE BY OWNER PRIOR POOL O O MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 21/4 INCH SQUARE j - (57 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT THE TOP OR f CONSTRUCTION O O BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 13/4 INCHES (44 MM). WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM EXISTING METAL SHED �-. OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 13/4 12 -6" INCHES (44 MM). �� ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND SHALL COMPLY I 550-6to 1 WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED WITH ASELF-LATCHING LOCKING DEVICE LOCATED ON THE j, POOL EQUIPMENT C% POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN PROVIDE SHRUBS PLANTED O.H ELECTRIC SERVICE AT A MINIMUM OF 36 INCHES 54 INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE � TO SCREENED POOLE UIPMENT W � w MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT '`� Q IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS 1-0 THE EXISTING 6 FT CBS WALL SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL THE GATES AND EXISTING 4 FT CHAIN LINK FENCE O BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE MECHANISM. LO WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER ONE OF THE FOLLOWING SHALL APPLY: N 1 N ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DB A AT 10 FEET (3048 MM). .. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE i 00 DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A TWO STORY MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. ELECTRIC METER RESIDENCE No. 1055 NE 96 ST C SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION Liu 13 SWITCH SHALL BE LOCATED AT LEAST 54 INCHES (1372 MM) ABOVE THE F.F.E: 10.91 THRESHOLD OF THE DOOR. SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR B Y`_" OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT i IS BROKEN AT ANY OPENING. FUTURE 6 FT METAL FENCE & GATE FUTURE 6 FT METAL FENCE & DOUBLE GATE EXCEPTIONS: W SELF CLOSING W/ SELF CLOSING O A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES (1219 MM) OR MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE AND SELF LATCHING DEVICE AND SELF LATCHING DEVICE POOL ACCESS LEVEL W/ LOCK DEVICE ® 54' i i W/ LOCK DEVICE ® 54' B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. FROM GRADE LEVEL IN SEPARATE PERMIT FROM GRADE LEVEL IN SEPARATE PERMIT M M C. SCREENED OR PROTECTED PASS-THROUGH KITCHEN WINDOWS 42 INCHES (1067 CENTER POST SET PERMANENTLY ,.a MM) OR HIGHER NTH A COUNTER BENEATH. kn ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE `` ^O EQUIPPED WITH A SELF-CLOSING, SELF-LATCHING DEVICE WITH POSITIVE MECHANICAL � I � �p.. �z p C I__ M L.ATCHINGAOCKING INSTALLED A MINIMUM OF 54 INCHES (1372 MM) ABOVE THE ;O THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. _ _ O WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE - - - - a >.A I M BARRIER IS MOUNTED ON 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 100.00 _ SECURED, LOCKED OR REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS .FI'R�Yy�rO j DAT_P R4101.17.1.1 THROUGH R4101.17.1.9 AND SECTIONS R4101.17.1.12 THROUGH R4101.17.1.14. _ - - - - WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING - - - - - CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF SECTION R4101.17 _ NE 96 STREET zarNPNr 1 �(i' M WNN O R: MAY BE UTILIZED AS PART OF OR ALL OF THE "BARRIER' AND SHALL BE CONSIDERED A — _ _ _ _ - O �-7 d O "NONDWELUNG' WALL REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE _ BARRIER NONREMOVABLE WITHOUT THE AID OF TOOLS. H p STRUCTURAL Yq�1) A+ O THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL AND MUST BE * M a - Q-+ SEPARATE FROM ANY FENCE, WALL., OR OTHER ENCLOSURE SURROUNDING THE YARD - - - - - - — N 94 U UNLESS THE FENCE, WALL, OR OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON _ E W O "o THE PERIMETER OF THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS Z� 0,00 + : THE BARRIER REQUIREMENTS OF THIS SECTION. N ELECTRICAL /YAK � Q '"' REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM THE WATER'S r. LEGAL: EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL ELDERLY PERSON WHO MAY OM-, MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE WATER. �, N SUFFICIENTLY AWAY FROM THE WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES FU11BlN!i d- 1 (508 MM) FROM THE BARRIER TO THE WATER'S EDGE DWELLING OR NONDWIELLING WALLS MIAMI SHORES SEC 3 PB 10-37 LOTS 12 & 13 BLK 82 LOT SIZE IRREGULAR ODH OR19383-4062 INCLUDING SCREEN ENCLOSURES, WHEN USED AS PART OR ALL OF THE "BARRIER" AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS CLOSE TO THE WATER'S EDGE 1100 PROB 99-02686 CP (04) OR 27963-4942 SITE PLAN AS PERMITTED BY THIS CODE. 1211 11 I '�,ECHANICAL W O A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE DIRECT ACCESS FROM THE SCALE: 1 =20—0 HOME TO THE SWIMMING POOL BLCG. SHEET: � OF •UBJECT TO COMPLIANCE W11H ALi FEDERAL 6 1 4 111 1 I :'T/OE AND COUNTY RULES AND REC'_!L41 ICONS U 32' ' d 2' 1' 1' r. M 1� w FLOOR INLETS NOTE: lclo FLOOR INLETS SHALL BE DESIGNED AND INSTALLED SUCH THAT THEY DO NOT PROTRUDE N ABOVE THE POOL FLOOR AND ALL INLETS SHALL BE DESIGNED AND INSTALLED SO AS NOT NLET M TO CONSTITUTE SHARP EDGES OR PROTRUSIONS HAZARDOUS TO POOL BATHERS. BENCH 20" MAX. BELOW SKIMMER W WATER LINE OC DENOTE 2" FLOOR INLETS i` It 20 GPM EACH-TOTAL 3- In (REFER TO FLOOR INLETS ' 4 NOTE IN THIS PAGE) \, Q- ---2"----r------- ----T- 2 -Q MAIN DRAIN - - - - - - - - - - - - - 5'-0" DEEP 1-1/2" w VENT LINE " PROVIDE CONTRASTING TILE ON STEPS AND BENCH EDGE INLET TO POOL EQUIP. 70W /12V LED POOL LGT E W /12 V D POOL LGT LE SKIMMER � VACUUM � NOTE: PROVIDE w CONTINUOS SINGLE # 8 COOPER BONDED IN FOUR POINT(360-) NOTE: j AROUND POOL & SPA � THE PIPING SHOWN IS A GRAPHIC REPRESENTATION 0 F-j 0 C OF PIPE ROUTE,ACTUAL ROUTING OF PIPING AROUND POOL (' + AND TO POOL EQUIPMENT MAY DIFFER FROM THIS PLAN `7 1 POOL REFER TO ISOMETRIC FOR PIPE SIZE F+-1 POOL PLAN C/) SCALE: 1/4"=1'-0" PROVIDE SHRUBS PLANTS W w • ' T A MINIMUM OF 36 INC ES z • 0 SCREENED POOL EQUI MENT / I � O t • � NOTE: BOND WIRE TO BE SECURED • TO STEEL WITH APPROVED CLAMP. TO BE ENCASED IN DECK SLAB • • ' OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP POOL BOND SCHEMATIC I M 0 z � � M j W M � � Vl E-r in z ,_ ;o N M > M _ 11'-4" _ y EXISTING CONCRETE SLAB TO REMAIN �� VENT LINE LENGTH. 1 HP OR LESS PUMP: 30 FT 1 4 HP PUMP = 40 FT 2HP PUMP = 55FT � W "o \ 2 1 HP PUMPOR LARGER= 74 FT C? 0 % VENT LINE DESIGNED TO PROVIDE NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS i RELEASED IN 3 SECONDS OR LESS AT a C) � o FROM PROPERTY LINES AND STRUCTURES PRIOR TO A MAX. VACUUM OF 4.5" Hg. EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN M N a/ U THE MINIMUN REQUIREMENTS, EITHER BY OWNER OR BUILDING OFFICIAL. THE ENGINEER SHALL BE NOTIFIED. — W 00 � a x N 'ter O N C)p� MOd1 � 6� — 5 ' 4 d. EXISTING RESIDENCE W N NOTE: THE PIPING SHOWN IS A GRAPHIC REPRESENTATION _-- --------- -_---- _____-- - - --- --__ --_ -_--------.---- -- -_ OF PIPE ROUTE,ACTUAL ROUTING OF PIPING AROUND POOL. AND TO POOL EQUIPMENT MAY DIFFER FROM THIS PLAN SHEET: 2 OF 4 EXISTING GRADE 6" POOL WATER LINE 6" — EXISTING GRADE STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY N o 00 BENCH 20" MAX. BELOW WATER LINE � M � a0a_, cn o a Li PROVIDE #3 0 9" PROVIDE 10" CONCRETE HOR .& VERT SLAB W/ n PLUMBING NOTES: o' LO � #3 ® 6" EACH WAY " ) / SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. I N o (MIN. SPLICE 18 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A 0 0 � ��� `O PROVIDE #3 ® 9" 0 RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING MAX. SLOPE 1 :7 ON GROUND OR ON MAXIMUM 4'-0" CENTERS WITH CLEVIS HANGERS. HOR. & VERT E- Z w p 9.70' ANTI VORTEX MANINDRAIN W = 5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS 18" TYP 18" TYP tO' Q PRESSURE PIPING 1 112" DIAMETER UNLESS OTHERWISE NOTED. SE INDICATED ON THESE PLANS. + + 3, POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL 6. ALL 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE ELEV. TOP OF MAINDRAIN 3.95' BUILDING DEPARTMENT REQUIREMENTS. APPLICATION OF NEAT TO THE STEEL. NOTE: PROVIDE 18" MIN. SPLICE 8.00 / 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED m AND 3" MIN. CONCRETE COVER ELEV. TOP OF MAINDRAIN 3.95' WITH TAMPERPROOF SCREWS.5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE SOIL STATEMENT PROVIDE 10" CONCRETE SLAB W/ ,' 4.05' �� WITH THE FLORIDA BUILDING CODE. 1 #3 0 6" EACH WAY — HYDROSTATIC 2.05' 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE (MIN. SPLICE 18" ) RELIEF VALVE SLAB THICKNESS REQUIRED 10" FLORIDA BUILDING CODE-PLUMBING SECTION 309 AS IT PERTAINS TO BOUY ANCY. SET SHED TYP POOL SECTION 7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS FALLOWING THE ALTERNATIVE IV. (REFER TO SOIL REPORT INVESTIGATION ATTACHED) ROCKNBED THAN 8 FEET PER SECOND. NO SCALE 8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS 6.7 FEET THEN THE FLOOR SLAB SHALL SECTION A THAN 10 FEET PER SECOND. 6" AT THE SHALLOW END TO THAT INDICATED ABOVE SCALE: 3/8"=1'-0" STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY N 00 COMPRESSIVE STRENGTH OF 3000 PSI. � M � a0a_, cn REINFORCING 2. ALL 00 I.TS SHALL HAVE A MINIMUM YIELD STRENGTH OF PLUMBING NOTES: 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) HYDROSTATIC UPLIFT c�1 SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. � A4 O rrwll V E"i QI O 0 z� � F-a w 1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A 0 0 � ��� PVC-PW, NON-THREADED, NSF APPROVED SUPPORTED CONTINUOSLY RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING ON GROUND OR ON MAXIMUM 4'-0" CENTERS WITH CLEVIS HANGERS. PRINCIPALS. ELEV. TOP OF POOL WALL 9.70' 2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL 5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS DEPTH OF POOL 5.75' PRESSURE PIPING 1 112" DIAMETER UNLESS OTHERWISE NOTED. SE INDICATED ON THESE PLANS. 3, POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL 6. ALL 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE ELEV. TOP OF MAINDRAIN 3.95' BUILDING DEPARTMENT REQUIREMENTS. APPLICATION OF NEAT TO THE STEEL. FLOOD CRITERIA 8.00 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED ELEV. TOP OF MAINDRAIN 3.95' WITH TAMPERPROOF SCREWS.5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE SOIL STATEMENT POOL IN FLOOD CRITERIA 4.05' �� WITH THE FLORIDA BUILDING CODE. LESS 2'.0" HYDROST VALVE 2.05' 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE BASED ON THE INFORMATION OBTAINED FROM A COMPLETE SUBSOIL INVESTIGATION SLAB THICKNESS REQUIRED 10" FLORIDA BUILDING CODE-PLUMBING SECTION 309 AS IT PERTAINS TO BOUY ANCY. BY DYNATECH ENGINEERING CORP. THE SWIMMING POOL SHALL BE CONSTRUCTED 7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS FALLOWING THE ALTERNATIVE IV. (REFER TO SOIL REPORT INVESTIGATION ATTACHED) NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN THAN 8 FEET PER SECOND. 8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS 6.7 FEET THEN THE FLOOR SLAB SHALL TAPER FROM THAN 10 FEET PER SECOND. 6" AT THE SHALLOW END TO THAT INDICATED ABOVE 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. AS SLAB THICKNESS REQUIRED. POOL DECK PROVIDE #3 ® 9" HOR. & VERT 6" ELEV. TOP OF POOL WALL 9.70' t 4 cJn ii t -} ------------------------------------- R LINE o 0_ 0 7E o jr ° O Lo U (V'a e `U/' a O� -PROVIDE #3 ® 6" EACH WAY TYP WALL SECTION NO SCALE iU-) m p _ o4l + +� -� 00 HYDROSTATIC RELIEF VALVE -----------8.0'-NGVD(1929) BASE FLOOD U") POOL IN FLOOD CRITERIA 4.05' �t LESS 2'.0" HYDROST VALVE =2.05' L M ELEVATION TOP OF MAINDRAIN ` ------0.0'__NGVD_ Slab Thickness =Up Lift X Wt of Water = 2.05' X 62.4 # = 0.85' = 0.64"=10" Wt of Concrete 150 # GRADE i PROVIDE #3 ® 9" HOR. & VERT NOTE: PROVIDE 18" MIN. SPLICE AND 3" MIN. CONCRETE COVER 18" / o � j N #3 06" EACH WAY W/ 18" MIN. SPLICE TYP SWIMOUT SECTION N�Oy�SCALE 4 i�13 t Y� WATER LINE _i REV. 1� DATE: 05/13/2013 j M M N � U� W 00 M DATE: O � z a � � M zr.;o W o ►- o a; N 00 � M � a0a_, cn N P4 U U000 ,0 a Q N O 0 c�1 a O � Cn W � A4 O rrwll V E"i QI O 0 z� � F-a w CnM o x H rn 0 0 � ��� kn kn 0 M DATE: O � z a � � M zr.;o W o ►- o a; SHEET: 3 OF 4 N � M � a0a_, cn N P4 U U000 ,0 a Q N O 0 O 0 0 � ��� --r-i .-+ N r a SHEET: 3 OF 4 U " POOL WATER LINE " a\ EXISTING GRADE 6 6+ EXISTING GRADE i� M t7 -7-777 M Owo BENCH 20" MAX. BELOW o WATER LINE EL X PROVIDE #3 ® 9" -- --PROVIDE 6" CONCRETE SLAB W __-- - - --- _-` - x w M HOR. & VERT i #3 ® 9 EACH WAY PROVIDE 6" CONCRETE SLAB W/ I j N v U r- (MIN. SPLICE 18" ) #3 ® 9" EACH WAY -,, �' PROVIDE #3 ® 9" o rt MAX• SLOPE (MIN. SPLICE 18" ) HOR. & VERT I- �? � it w i MTI VORTEX 1 a" TYP ! W ANINDRAIN t Q H LL" P r P $ NOTE: PROVIVE 18" MIN. SPLICE PROVIDE AND 3" MIN. CONCRETE COVER #3 ® 10" EACH WAY (MIN. SPLICE 18" ) HYDROSTATIC RELIEF VALVE SET IN WASHED o0 TYP POOL SECTION ROCK BED NO SCALE SECTION A o a SCALE: 318'=1'-0' a z O STRUCTURAL NOTES: QO, A4 O 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY O cn COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD HYDROSTATIC UPLIFT PLUMBING NOTES: STRENGTH OF 60.000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) 1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, V SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. ELEV. TOP OF POOL WALL 9.60' PVC-PW NON-THREADED NSF APPROVED SUPPORTED CONTINUOSLY 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A " cn RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING DEPTH OF POOL 5.0' ON GROUND OR ON MAXIMUM 4-0 "CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING SHALL BE 2 DIAMETER AND ALL PRINCIPALS. ELEV. TOP OF MAINDRAIN 4.60' PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. o 5. ALL REINFORCING STEEL SPLICES SHALL BE 18' IN LENGTH UNLESS FLOOD CRITERIA 8.00 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL W all W OTHERWISE INDICATED ON THESE PLANS. ELEV. TOP OF MAINDRAIN 4.so' BUILDING DEPARTMENT REQUIREMENTS. z a 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED APPLICATION OF HEAT TO THE STEEL POOL IN FLOOD CRITERIA 3.40' WITH TAMPERPROOF SCREWS. LESS 2'.0" HYDROST VALVE 1.40' 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE o SLAB THICKNESS REQUIRED 6" WITH THE FLORIDA BUILDING CODE. SOIL STATEMENT 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE-PLUMBING SECTION 309 AS IT PERTAINS BASED ON THE INFORMATION OBTAINED FROM A COMPLETE SUBSOIL INVESTIGATION NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN TO BOUY ANCY. BY DYNATECH ENGINEERING CORP. THE SWIMMING POOL SHALL BE CONSTRUCTED 6.7 FEET THEN THE FLOOR SLAB S14ALL TAPER FROM 7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS FALLOWING THE ALTERNATIVE IV. (REFER TO SOIL REPORT INVESTlGA11ON ATTACHED) 6" AT THE SHALLOW END TO THAT INDICATED ABOVE THAN 8 FEET PER SECOND. 8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS AS SLAB THICKNESS REQUIRED. THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. WATER LINE GRADE t 8 POOL DECK--, 6" WATER LINE V � M �V 6" 00 W M z t° ' I \ 3" clear PROVIDE #0 0 9- 0, HOR 0. & VERT -� PROVIDE #3 ® 9" j �10 n� HOR. & VERT 0 N W O (0I NFU W 0000 -'o NOTE: PROVIVE 18" MIN. SPLICE #3 ® 9" EACH WAY r/� a Q N PROVIDE AND 3" MIN. CONCRETE COVER W/ 18" MIN. SPLICE O N #3 ® 9" EACH WAY O '-, -� Ov`t, TYP WALL SECTION TYP SWI M OU T SECTION SHEET: NO SCALE NO SCALE 3 OF 4 e '. �., Y. .. � _`� �y l� x t , ; i a i E ,,, . �� y Y i � �� AIR RELIEF r j CARTRIDGE POOL FILTER WITH 150 SQ.FT. OF SURFACE AR GA RECEPTACLE 2 # 12 THHN 200 AMP. + t` 6' MIN. 20' MAX. 1P 20 AMP, METER COMBO FROM WATER LINE 1 # 12 THHN CU. GROUND. 2 + JPCV )) N E--+ OC 300 W TRANSFORMER FPL SERVICE \ MB 2 # 12 THHN Pte- w 21P 20 AMP.( PUMP ) NOTE: BALI_ VALVES RECIRCULATION PUMP cn E �2 # 12 THHN MAY BE SUBSTITUTED + BPS VARIABLE SPEED PUMP ~ 1 P 20 AMP.(LIGTH) FOR MULTIPORT VALVES 1 # 12 THHN CU. GROUND. 3 HP, 150 GPM AT 60' TDH w OMo / JB 1P-20 A. SW GHT)_ SELF PRIMING 1P 20 AMP. Sw( PUMP) PROVIDE GFCI � Y 2P 20 AMP. BRAKER ISOMETRIC FOR POOL PUMP. sill �z -0 VARIABLE SPEED 70 W 12 V 3 HP PUMP 30 V. LED POOL LIGHT (2) M M POOL PUMP WILL a COMPLY WITH 2010 (i+ GI• FBC E 403.9. a Z V] PLUMBING NOTES: O POOL DATA: a0, 1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, �+ POOL PVC-PW, NON-THREADED, NSF APPROVED SUPPORTED CONTINUOSLY ON GROUND OR ON MAXIMUM 4'-0' CENTERS WITH CLEVIS HANGERS. �. RISER DIAGRAM SURFACE AREA (SQ.FT.) 448 2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL 'Qr VOLUME (GALLONS) 13 200 PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. W 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE MATH LOCAL TURNOVER (HOURS) 1.4 BUILDING DEPARTMENT REQUIREMENTS. V PERIMETER (FEET) 92' 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED H DECK AREA (SQ. FT.) WITH TAMPERPROOF SCREWS. Vl 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE W 4 �T 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE W FLORIDA BUILDING CODE-PLUMBING SECTION 309 AS IT PERTAINS Z NOTE, PROVIDE $8 BARE COPPER BOND WARE FROM LIGHT TO POOL STEELMERE A TO BOUY ANCY. CONCRETE DECK IS NOT PROVIDED, PROVIDED A f 8 BARE COPPER BOND WIRE FROM THE 7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS POOL. STEEL TO THE EQUIPMENT TO PANEL THAN 8 FEET PER SECOND. WHERE A CONCRETE SLAB IS PROVIDED , THE BOND WARE SHALL BE CONNECTED FROM 8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE y5 REINFORC- ING BAR IN THAN 10 FEET PER SECOND. THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE T T PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. ELECTRICAL NOTES: 1. ALIPOOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH 2010 FLORIDA RESIDENCE BUILDING CODE. 2.ALL ELECTRICAL GROUNDING AND BONDING MUST BE 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 PROVIDED SCREEN ry REVISED DRAWING SHALL BE SUB—MITTED AND APPROVED SHOWING EXPECTED AS BUILT MESH AT JOINT ! \ CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 5.ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS SHALL BE TOP OF POOL OR SPA ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEATERS AND RTEL4TEDPOOL COPING, WHICHERVER HIGHER EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. / 3' / 3'-0' MINIMUN ANTIVOR O o0 MANDRAIN COVERS Z Z r- VENT. DETAIL It M NO SCALE TEE 2' 00 M m NOTE: PROVIDE SAME SIZE 2' CONTINUOS SINGLE # 8 COOPER AS PUMP - - N �n BONDED IN FOUR POINT(360^) DECK SUCTION Z N Z AROUND POOL W 04 CONT.WIRE T 8 COOPERV��<v FILTER Qv�QVg � + V 1 1f2' HYDROSTATIC RELIEF TO POOL EQUIPMENT / � NOT THIS DESIGN IS AN `E 112 U E BBE . ONLY ONE REQUIRED Z' ALTERNATIVE AND/OR EQUIVALENT 1 M A I N D R AI N DETAIL _ 0 COMPLIANCE WITH N N.E. NO SCALE 00 C 2005 ART. 680.26 C. M N p M �^, PUMP _4 H 00 1' NON METALLIC CONDUIT TO JUNCTION BOX M 0 Q. f' u 00 0 NOTE: BOND WIRE 8 TO BE SECURED ADJUSTABLE LID TO STEEL WITH APPROVED CLAMP. cn TO BE ENCASED IN POOL FOUNDATION ��• �Q.' MIN. 3' OF COVER AROUND CLAMP ' R O ' 4' CONCRETE SLAB / WATER LEVEL NCTRETE 0 C7, W/6X6 -10/10W.W.M ON CERAMIC TILE BASKET O PROVIDE 3 1/2' X 1/4 LONG TAPCON THROAT MIN.75 SQ.IN.) H � d SCREWS AT EACH PUMP & FILTER ORIFICE TO P. M " POOL. WALL SUCTION LINE POOL BOND & SECURE AT 4 CONCRETE SLAB W O UNDERWATER LIGHT DETAIL a NO SCAU POOL PUMP & FILTER MOUNTING DETAIL SKIMMER DETAIL SHEET: NO SCALE 4 OF 4 APPROVED MoSt4ils0 COUNTY HEALTH OEPARIUEN7 MW