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12-390-001EXIST. POOL COPING WATER LINE SLOPE NOT TO EXCEED 1:7 TO 5 FOOT DEPTH. OVER 5 FEE DEEP NOT TO EXCEED 1:3 28' -0" b IMPERVIOUS STRUCTURALLY o b� RIGID MATERIAL WITH I I A SMOOTH, SLIP RESISTANT 00 FINISH DRAIN EXIST. CONC. SLAB - x- x -x -x- CONCRETE REINFORCEMENT "SPLICE" SCHEDULE: EXIST■ POOL SECTION MAIN DRAIN AND GRAVEL SUMP WALLS /FLOORS #3 TO HAVE 12 LAP) #4 TO HAVE 16 �� (LAP) (LAP) LEVEL `� WITH HYDROSTATIC VALVE POOL COVES #3 TO HAVE 22" #4 TO HAVE 29" (LAP) PICKET FENCE EXIST. 20A 2 "0 PVC. (UNLESS NOTED) 1 -1 /2 "RETURN 8" ANTI - VORTEX SUCTION TO PUMP E POOL LIGHT SWITCH TRANSFORMER 2" SKIMMER DRAIN (TYP. OF TWO) 1 1/2" 0 AIR •� 2 "MAIN DRAIN VENT. STACK EXT. REFINF. 2" VACUUM W/ SCREEN CAP 3' -0" MIN. C FOR #8 PANEL BET. SUCTION V - gRiFS -I POOL PUMP ©TIME CLOCK COOPER GROUND WIRE Z 4' MIN. OUTLETS SOLID :.: ..':.:.::::::: ::::::::::::::::. JUNCTION BOX AND PUMP SWITCH 2 "� /-DECK .. ............................... \ THWN CU 64 vw.. 3 WAY VALVE PRESSURE GAUGE & FIN. WIRE FOR PRESSURE RELIEF ::: * ::::: CONTRASTING GROUNDING 1Y2 "0 AIR GRADE . 2" TILE VALVE CONC. TRIM TYP. VENT. " AT ALL ........ STEPS AND 2P -20A C.B. SEAT TERMINATE AIR BENCHES CARTRIDGE FILTER 2 "0 PVC. VENT VACUUM SIZE 175 SQ.FT. RELIEF AS HYDROSTATIC VALVE CLOSE AS 1.0 FILTER DRAIN WITH GRAVEL SUMP. POSSIBLE TO HP PUMP WITH HAIR (AT POOL ONLY). DBL. DRAINS & LINT STRAINER 1 1/2" WASTE (SEE (SEE PLAN) NOTE 10) DOUBLE DRAIN ISOM. PIPING ISOMETRIC DECK 27" t EQUIPMENT NOTES GENERAL NOTES: LID 7.5' [::. .... -� ' ' NO UNDERGROUND SUCTION LINES (2 1/2" OR LESS) WITH IN ACCORDANCE WITH FBC. 2004 (LATEST EDITION) 2" N--� WEIR 90 0BENDS. 1.ALL POOL SHOTCRETE OR CONCRETE SHALL ATTAIN P.V.C. 3000 PSI. COMPRESSIVE STRENGTH WITHIN 28 DAYS. "' CONTRACTOR SHALL VERIFY DIMENSIONS AND W/C -0.50 _� " CONDITIONS IN THE FIELD PRIOR TO START OF �a� r WATER WORK AND NOTIFY ARCHITECT / ENGINEER OF ANY 2.REINFORCING SHALL BE NEW BILLET STL. CONFORMING N DISCREPANCY IN THE DRAWINGS AND OBTAIN HIS TO ASTM A615, GRADE 60. -o APPROVAL BEFORE PROCEEDING WITH WORK. 3.ALL PIPING SHALL BE PVC SCHEDULE 40, APPROVED I LE WATER AND COMPLY W/ FBC 2001 ii .II --u- -II= II'�III1 WEIR WIDTH 5" WEIR WATER LEVEL RANGE 3" BASKET CAPACITY 75 CU.IN. SKIMMER TREADS (3) 10" MIN. �" DECK N QQ WATER LINE j- I I C14<< OD N << (C) ILI POOL °�° BOTTOM (A) RISER HEIGHT MUST BE UNIFORM (B) +/- 2" FROM THE UNIFORM RISER HEIGHT (C) CONTRASTING TILE AT EDGE STEPS DETAIL POOL COPING 18" to 24" DECK --\ SOIL STATEMENT : 1. THE SOIL STATEMENT AT THIS SITE HAS BEEN OBSERVED BY THE ENGINEER TO BE COMPOSED OF SAND AND ROCKS AND CAN BE CONSIDERED TO HAVE ALLOWABLE MAXIMUM DESIGN BEARING CAPACITY OR 2000 P.S.F. ( SHOULD ANY OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED IN THE PROCESS OF CONSTRUCTION THE ENGINEER SHALL BE NOTIFIED_ BEFORE -PROCEEDING WITH--THE WORK). 2. AT THE TIME OF CONSTRUCTION THE ENGINEER SHALL SUBMIT TO THE BUILDING OFFICAL A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THAT THE FOUNDATION CONDITION ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. (A) TOP OF POOL WALL AT W.L. ( *) +14.0 FEET MSL (B) POOL DEPTH : 8.0 FEET (C) FLOOD CRITERIA 7.0 FEET MSL (D) POOL BOTTOM ELEVATION +5.5 FEET MSL (E) UP -LIFT HEAD : +1.5 FEET (F) HYDROSTATIC VALVE -2.0 FEET (G) BOTTOM AND WALL SLABS -2.0 FEET TOTAL ADJUSTED HEAD (E +F +G) -2.5 FEET * NOTE: NOTIFY ENGINEER IF POOL ELEVATION DIFFERS FROM THESE PLANS MANUFACTURER: HAYWARD- CART (OR EQUAL) 99 MODEL C -1750 JFILTER AREA 175 rL MAX FLOW RATE 132 MANUFACTURER: HAYWARD (OR EQUAL) W/ STRAINER GPM HP MODEL POOL PUMP 80 1.0 SUPER II GPM@60 FT. HEAD PUMP IL GPM® FT. HEAD PUMP GPM® FT. HEAD REQUIRED FLOW RATE (OPERATING 12 HRS /DAY) 22 GPM. POOL TURNOVER 3.3 HRS. ITEM POOL DATA AREA 420 SQ.FT. CAPACITY 16'000 GALS. PERIMETER 86' -0" LN.FT. FOR USE IN POTAB PLUMBING CODE, USING PURPLE PRIMER AT CEMENTED JOINTS TEST TO 35 PSI. WATER VELOCITY TO COMPLY W/ FBC 2004 /ANSI NSPI -5 1995 9.2. PIPE SIZE DIAM. 1.5" 2" 2.5" 3" 4" wv SUPPLY (GPM) [L< VELOCITY < 10 FPS 60 100 145 225 400 °-a SUCTION (GPM) U VELOCITY < 8 FPS 50 80 1 120 175 315 4. INSTALLATION OF LIGHTS, JUNCTION BOXES, GROUNDS, ETC. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FBC 2004. 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERVICE FOR THE OPERATION OF THE MOTORS, HEATERS, LIGHTS, ETC. THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT THE POOL EQUIPMENT LOCATION IF IT IS NOT WITHIN 50 FEET OF THE FUSED SWITCH SERVICE POINT. 6. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER OR GRAB RAILS SHALL BE BONDED TO THE POOL STEEL WITH A 8 SOLID COPPER WIRE IN A 1" NON -CO ROSIVE CONDUIT. 7. PUMP EQUIPMENT (INCLUDING FILTER AND /OR HEATER SHALL BE LOCATED ABOVE THE REQUIRED BASE FLOG ELEVATION OR FLOODPROOFED AND ON A ONE PIECE CONCRETE SLAB. 8. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI. COMPRESSIVE STRENGTH WITHIN 28 DAYS. 9. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH FBC 2004 AND LOCAL AUTHORITIES. 10. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE, OR WALL WITH SELF - CLOSING AND SELF - LATCHING GATES, OR SPECIFIED POOL BARRIER REQUIREMENTS IN ACCORDANCE WITH ZONING CODE REQUIREMENTS AND FBC. 2004 POOL BARRIER REQUIREMENTS. 11.OWNER AND BUILDER SHALL BE RESPONSIBLE FOR ACQUIRING RELEASES FROM UTILITY COMPANIES FOR ALL PROPOSED CONSTRUCTION ACCESS WITHIN ANY UTILITY EASEMENT OR RIGHT -OF -WAY. 12. ALL PIPING RUNS ARE DRAWN FOR CLARITY AND DO NOT NECESSARILY SHOW EXACT ROUTING. CONTRACTOR SHALL INSTALL PIPES WITH AS FEW CHANGES IN DIRECTION AS JOB SITE CONDITIONS WILL ALLOW. 13. POOL SHALL NOT BE EMPTIED WITHOUT CONSULTING A POOL CONTRACTOR BECAUSE HYDROSTATIC UPLIFT PRESSURES COULD CAUSE THE POOL TO RISE. ELECTRIC LEGEND TO 1P-20A GFI C B'/2 WATER LEVEL 5' HIGH ALUM. ' PICKET FENCE EXIST. 20A SELF- CLOSING 200 12" MIN. 20" MAX. A OB E POOL LIGHT SWITCH TRANSFORMER 2 #10, 1 #12 GND�.� ......,,,,,,, •� O EXT. REFINF. # 8 SOLID (CU) O v FOR #8 PANEL ::::.................... POOL PUMP ©TIME CLOCK COOPER GROUND WIRE Z 4' MIN. O SOLID :.: ..':.:.::::::: ::::::::::::::::. JUNCTION BOX AND PUMP SWITCH COPPER /-DECK .. ............................... "''''' THWN CU GROUND ' :.............. WIRE FOR - ::: * ::::: CONTRASTING GROUNDING EXIST. REINF. . 2" TILE POOL DECK CONC. TRIM TYP. ELECTRICAL WORK SHALL COMPLY WITH N.E.C. PER FBC " AT ALL ........ STEPS AND 2P -20A C.B. SEAT BENCHES SOIL STATEMENT : 1. THE SOIL STATEMENT AT THIS SITE HAS BEEN OBSERVED BY THE ENGINEER TO BE COMPOSED OF SAND AND ROCKS AND CAN BE CONSIDERED TO HAVE ALLOWABLE MAXIMUM DESIGN BEARING CAPACITY OR 2000 P.S.F. ( SHOULD ANY OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED IN THE PROCESS OF CONSTRUCTION THE ENGINEER SHALL BE NOTIFIED_ BEFORE -PROCEEDING WITH--THE WORK). 2. AT THE TIME OF CONSTRUCTION THE ENGINEER SHALL SUBMIT TO THE BUILDING OFFICAL A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THAT THE FOUNDATION CONDITION ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. (A) TOP OF POOL WALL AT W.L. ( *) +14.0 FEET MSL (B) POOL DEPTH : 8.0 FEET (C) FLOOD CRITERIA 7.0 FEET MSL (D) POOL BOTTOM ELEVATION +5.5 FEET MSL (E) UP -LIFT HEAD : +1.5 FEET (F) HYDROSTATIC VALVE -2.0 FEET (G) BOTTOM AND WALL SLABS -2.0 FEET TOTAL ADJUSTED HEAD (E +F +G) -2.5 FEET * NOTE: NOTIFY ENGINEER IF POOL ELEVATION DIFFERS FROM THESE PLANS MANUFACTURER: HAYWARD- CART (OR EQUAL) 99 MODEL C -1750 JFILTER AREA 175 rL MAX FLOW RATE 132 MANUFACTURER: HAYWARD (OR EQUAL) W/ STRAINER GPM HP MODEL POOL PUMP 80 1.0 SUPER II GPM@60 FT. HEAD PUMP IL GPM® FT. HEAD PUMP GPM® FT. HEAD REQUIRED FLOW RATE (OPERATING 12 HRS /DAY) 22 GPM. POOL TURNOVER 3.3 HRS. ITEM POOL DATA AREA 420 SQ.FT. CAPACITY 16'000 GALS. PERIMETER 86' -0" LN.FT. FOR USE IN POTAB PLUMBING CODE, USING PURPLE PRIMER AT CEMENTED JOINTS TEST TO 35 PSI. WATER VELOCITY TO COMPLY W/ FBC 2004 /ANSI NSPI -5 1995 9.2. PIPE SIZE DIAM. 1.5" 2" 2.5" 3" 4" wv SUPPLY (GPM) [L< VELOCITY < 10 FPS 60 100 145 225 400 °-a SUCTION (GPM) U VELOCITY < 8 FPS 50 80 1 120 175 315 4. INSTALLATION OF LIGHTS, JUNCTION BOXES, GROUNDS, ETC. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FBC 2004. 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERVICE FOR THE OPERATION OF THE MOTORS, HEATERS, LIGHTS, ETC. THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT THE POOL EQUIPMENT LOCATION IF IT IS NOT WITHIN 50 FEET OF THE FUSED SWITCH SERVICE POINT. 6. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER OR GRAB RAILS SHALL BE BONDED TO THE POOL STEEL WITH A 8 SOLID COPPER WIRE IN A 1" NON -CO ROSIVE CONDUIT. 7. PUMP EQUIPMENT (INCLUDING FILTER AND /OR HEATER SHALL BE LOCATED ABOVE THE REQUIRED BASE FLOG ELEVATION OR FLOODPROOFED AND ON A ONE PIECE CONCRETE SLAB. 8. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI. COMPRESSIVE STRENGTH WITHIN 28 DAYS. 9. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH FBC 2004 AND LOCAL AUTHORITIES. 10. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE, OR WALL WITH SELF - CLOSING AND SELF - LATCHING GATES, OR SPECIFIED POOL BARRIER REQUIREMENTS IN ACCORDANCE WITH ZONING CODE REQUIREMENTS AND FBC. 2004 POOL BARRIER REQUIREMENTS. 11.OWNER AND BUILDER SHALL BE RESPONSIBLE FOR ACQUIRING RELEASES FROM UTILITY COMPANIES FOR ALL PROPOSED CONSTRUCTION ACCESS WITHIN ANY UTILITY EASEMENT OR RIGHT -OF -WAY. 12. ALL PIPING RUNS ARE DRAWN FOR CLARITY AND DO NOT NECESSARILY SHOW EXACT ROUTING. CONTRACTOR SHALL INSTALL PIPES WITH AS FEW CHANGES IN DIRECTION AS JOB SITE CONDITIONS WILL ALLOW. 13. POOL SHALL NOT BE EMPTIED WITHOUT CONSULTING A POOL CONTRACTOR BECAUSE HYDROSTATIC UPLIFT PRESSURES COULD CAUSE THE POOL TO RISE. 2004. (LATEST EDITION) 2. NO OVERHEAD ELECTRIC WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S WATER EDGE. 0 3. BONDING SHOULD BE CONTINUOUS FOR ALL POOL EQUIP, CONC. w REINF. AND SHALL COMPLY WITH NEC ARTICLE 680 -22. Q 4. CLEARANCES FOR ALL POOL EQUIP. AND INSTALLATION FOR THE POOL SHALL COMPLY WITH NEC 110 -16 AND 680 -10. z 5• PROVIDE DOUBLE TAP FOR FEEDER NEUTRAL Zelelel 10 MIN. M r 20' MAX. 3 #12 THWN CU '` :. ': " OC o0 IN 1/2 C TO 2P -20A C.B. 'A'.' 1" NON - CORROSIVE POOL PUMP ... ` :..:::•:: CONDUIT 10 AMPS #8 SOLID(CU) ' 300WATTS- 12 VOLT, REMOVABLE UNDERWATER MIN. LIGHT OR DRY NICHE 6 AMPS ELECTRICAL DIAGRAM "POOL BARRIER" ALARM NOTES FLORIDA BUILDING CODE 2004. WHERE A WALL OF DWELLING SERVES AS PART OF BARRIER, ONE OF THE FOLLOWING SHALL APPLY: 1. 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 AND IS EITHER HARD -WIRE, PLUG -IN OR BATTERY TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER 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. SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES OR MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL. B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. C. SCREENED OR PROTECTED PASS - THROUGH KITCHEN WINDOWS 42 INCHES OR HIGHER WITH A COUNTER BENEATH. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF - LATCHING DEVICES WITH POSITIVE MECHANICAL LATCHING /LOCKING INSTALLED A MINIMUM OF 54 INCHES ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. i J i �T EXIST. BLOCK POOL -1 r- I ADJ. INLET (TYP. OF 3) , -o .1 SEATI POOL I STEPS ,• PICKETS 2" } TO RESIST I z �- 4" SPHERE " 5' HIGH ALUM. (TYP.) PICKET FENCE LO Ln SELF - CLOSING / SELF- LATCHING I / I 2 GROUND 7.52 -IL 2 "Ox24" DEEP CONC. FTG. w (TYP. EA. POST) w I< 5' -0" HIGH ALUM. PICKET FENCE. SELF - CLOSING w CR POSITIVE SELF - LATCHING GATE WITH HARDWARE 00 Q FOR PERMANENT LOCKING AT 54" MIN. HEIGHT z FROM BOTTOM OF GATE. w FENCE DETAIL o o N TS 211 DISC. ESCUTCHEON PLATE 1— 24° N GRAB N RAIL w 5! < =11 WEDGE III ANCHOR 1 IT GROUND WIRE 3" MIN. 17 1/2" 6" MAX. LADDER N.T.S. I I 8 "x8" POURED CONC. `r W/ 2 #5 CONT. 8" CBS WALL W/ #5 VERT. ® 48" O.C. ° EPDXY SET. /-EXIST. CONC. FOOTING & SLAB. 16" POOL EQUIPMENT CBS SCREEN WALL N.T.S. TW'N LAKE CANA ►. C.S. C.S. `EDGE OF WATER = _ _ -: N''� - (VARIES SOC 003100 "S 930' - -- ,--5 EASEMENT FOR CANAL MAINTE A CE ---' C41. _ (EXIST.) POOL POOL DECK /(EQUIP. (EXIST.) / POOL TERRACE ONE STORY- C.B.S. / RESIDENCE NO. 5845 P ELECTRIC LEGEND TO 1P-20A GFI C B'/2 C 5' HIGH ALUM. ' PICKET FENCE EXIST. 20A SELF- CLOSING 200 ' A OB E POOL LIGHT SWITCH TRANSFORMER 2 #10, 1 #12 GND�.� OA •� O GFI RECEPTACLE (E)JUNCTION BOX # 8 SOLID (CU) O v PANEL © POOL PUMP ©TIME CLOCK COOPER GROUND WIRE Z 4' MIN. O OD OD JUNCTION BOX AND PUMP SWITCH /-DECK B O THWN CU ELECTRIC NOTES ' :.............. 3 # 12 3 #12 1 ALL POOL ELECTRICAL WORK SHALL COMPLY WITH N.E.C. PER FBC " .' 2P -20A C.B. 2004. (LATEST EDITION) 2. NO OVERHEAD ELECTRIC WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S WATER EDGE. 0 3. BONDING SHOULD BE CONTINUOUS FOR ALL POOL EQUIP, CONC. w REINF. AND SHALL COMPLY WITH NEC ARTICLE 680 -22. Q 4. CLEARANCES FOR ALL POOL EQUIP. AND INSTALLATION FOR THE POOL SHALL COMPLY WITH NEC 110 -16 AND 680 -10. z 5• PROVIDE DOUBLE TAP FOR FEEDER NEUTRAL Zelelel 10 MIN. M r 20' MAX. 3 #12 THWN CU '` :. ': " OC o0 IN 1/2 C TO 2P -20A C.B. 'A'.' 1" NON - CORROSIVE POOL PUMP ... ` :..:::•:: CONDUIT 10 AMPS #8 SOLID(CU) ' 300WATTS- 12 VOLT, REMOVABLE UNDERWATER MIN. LIGHT OR DRY NICHE 6 AMPS ELECTRICAL DIAGRAM "POOL BARRIER" ALARM NOTES FLORIDA BUILDING CODE 2004. WHERE A WALL OF DWELLING SERVES AS PART OF BARRIER, ONE OF THE FOLLOWING SHALL APPLY: 1. 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 AND IS EITHER HARD -WIRE, PLUG -IN OR BATTERY TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER 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. SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES OR MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL. B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. C. SCREENED OR PROTECTED PASS - THROUGH KITCHEN WINDOWS 42 INCHES OR HIGHER WITH A COUNTER BENEATH. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF - LATCHING DEVICES WITH POSITIVE MECHANICAL LATCHING /LOCKING INSTALLED A MINIMUM OF 54 INCHES ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. i J i �T EXIST. BLOCK POOL -1 r- I ADJ. INLET (TYP. OF 3) , -o .1 SEATI POOL I STEPS ,• PICKETS 2" } TO RESIST I z �- 4" SPHERE " 5' HIGH ALUM. (TYP.) PICKET FENCE LO Ln SELF - CLOSING / SELF- LATCHING I / I 2 GROUND 7.52 -IL 2 "Ox24" DEEP CONC. FTG. w (TYP. EA. POST) w I< 5' -0" HIGH ALUM. PICKET FENCE. SELF - CLOSING w CR POSITIVE SELF - LATCHING GATE WITH HARDWARE 00 Q FOR PERMANENT LOCKING AT 54" MIN. HEIGHT z FROM BOTTOM OF GATE. w FENCE DETAIL o o N TS 211 DISC. ESCUTCHEON PLATE 1— 24° N GRAB N RAIL w 5! < =11 WEDGE III ANCHOR 1 IT GROUND WIRE 3" MIN. 17 1/2" 6" MAX. LADDER N.T.S. I I 8 "x8" POURED CONC. `r W/ 2 #5 CONT. 8" CBS WALL W/ #5 VERT. ® 48" O.C. ° EPDXY SET. /-EXIST. CONC. FOOTING & SLAB. 16" POOL EQUIPMENT CBS SCREEN WALL N.T.S. TW'N LAKE CANA ►. C.S. C.S. `EDGE OF WATER = _ _ -: N''� - (VARIES SOC 003100 "S 930' - -- ,--5 EASEMENT FOR CANAL MAINTE A CE ---' C41. _ (EXIST.) POOL POOL DECK /(EQUIP. (EXIST.) / POOL TERRACE ONE STORY- C.B.S. / RESIDENCE NO. 5845 P CR 0 3 0 0 0 0 0 rn U) ----- - - - - -- - - i i l < ASPHALT DRIVE _ 4Z T V) 1 D.F. 'ri i <y < v, EXIST. SEPTIC TANK \9�� N00 °00'00 "W 93.00' WM C.B. o . • o EXIST. CONIC. SOLID CMU POOL DECK - SCREEN 4' HIGH SEE DETAIL MSL 20' PAVEMENT - - - - NORTH TWIN LAKE DRIVE SITE PLAN 1"=20'-O" y SEE NOTE NO. 12 � POOL - -- - _ DRAIN_ _ -- - - - - -- r ----- - - - - -Q VENT AL x ILI VAC SKIMMER PORT ADDER , SEE DETAIL I ' 1 1 1 ' 1 ' I 1 1 1 1 ' EXIST. ' 1 ' 1 POOL --- -- _ ' 1 TO BE REMODELED TERRACE EXISTING RESIDENCE NORTH POOL PLAN 1/4 " =1' -0" "POOL NOT INTENDED FOR DIVING" PIPING LEGEND SYMBOLS SUCTION SKIMMER LINE Z a DAIS----------- - DRAIN VAC. RELEASE LINE j 1 POOL VACUUM LINE_, W SELF CLOSING FITTING DISCHARGE �`_� LIGHT RETURN LINE -� WALL INLET -fl THERAPY JET THERAPY JET LINE SPA OVERFLOW AIR BLOWER LINE -__ - -_ WALL SPOUT WATER FEATURE LINE � SHEER (I.E.= SPOUTS, FALLS, SHEER, DESCENT.) DESCENT LEGAL DESCRIPTION: LOT: 9 BLOCK: 5 SUB: "MERTON PARK" PLAT BOOK: 57 PAGE: 54 PUBLIC RECORDS OF MIAMI -DADE COUNTY, FL. r� IL WP -GFI - OUTLET � c ti " ry p, t4 9s .1 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S THE LAW 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC FP &L (305) 347 -3900 A , -a :w � ;t7 pa do J.,aInto, P.E. CJ VIL'*IraAl 'INEER P:E. I�o., 56845 REVISIONS RC GROUP, LLC _ ® _ LOY RESIDENCE ' Q DATE Structural & Shoring, Consulting Engineers Buildtec Development Corp. 5 GENERAL CONTRACTORS 845 S.W. 64 AVENUE 10421 N.W. 28 STREET. STE. D101 1200 N.W. 78 AVENUE SUITE 300 DORAL, FLORIDA 33126 SOUTH MIAMI, FL. 33143 v DORAL, FLORIDA. 33178 CGC# 062429 (305) 593 -0345 Office: (305) 477 -8860 EDUARDO L CANTO E.B. No. 26948 JOB NO. DATE. 1 POOL REMODELED P.E. No. 56845 O.L No. 600338 -8 06 MP 39 12/22/2006 1 5' HIGH ALUM. ' PICKET FENCE , SELF- CLOSING SELF- LATCHING ' a I •� CR 0 3 0 0 0 0 0 rn U) ----- - - - - -- - - i i l < ASPHALT DRIVE _ 4Z T V) 1 D.F. 'ri i <y < v, EXIST. SEPTIC TANK \9�� N00 °00'00 "W 93.00' WM C.B. o . • o EXIST. CONIC. SOLID CMU POOL DECK - SCREEN 4' HIGH SEE DETAIL MSL 20' PAVEMENT - - - - NORTH TWIN LAKE DRIVE SITE PLAN 1"=20'-O" y SEE NOTE NO. 12 � POOL - -- - _ DRAIN_ _ -- - - - - -- r ----- - - - - -Q VENT AL x ILI VAC SKIMMER PORT ADDER , SEE DETAIL I ' 1 1 1 ' 1 ' I 1 1 1 1 ' EXIST. ' 1 ' 1 POOL --- -- _ ' 1 TO BE REMODELED TERRACE EXISTING RESIDENCE NORTH POOL PLAN 1/4 " =1' -0" "POOL NOT INTENDED FOR DIVING" PIPING LEGEND SYMBOLS SUCTION SKIMMER LINE Z a DAIS----------- - DRAIN VAC. RELEASE LINE j 1 POOL VACUUM LINE_, W SELF CLOSING FITTING DISCHARGE �`_� LIGHT RETURN LINE -� WALL INLET -fl THERAPY JET THERAPY JET LINE SPA OVERFLOW AIR BLOWER LINE -__ - -_ WALL SPOUT WATER FEATURE LINE � SHEER (I.E.= SPOUTS, FALLS, SHEER, DESCENT.) DESCENT LEGAL DESCRIPTION: LOT: 9 BLOCK: 5 SUB: "MERTON PARK" PLAT BOOK: 57 PAGE: 54 PUBLIC RECORDS OF MIAMI -DADE COUNTY, FL. r� IL WP -GFI - OUTLET � c ti " ry p, t4 9s .1 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S THE LAW 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC FP &L (305) 347 -3900 A , -a :w � ;t7 pa do J.,aInto, P.E. CJ VIL'*IraAl 'INEER P:E. I�o., 56845 REVISIONS RC GROUP, LLC _ ® _ LOY RESIDENCE ' Q DATE Structural & Shoring, Consulting Engineers Buildtec Development Corp. 5 GENERAL CONTRACTORS 845 S.W. 64 AVENUE 10421 N.W. 28 STREET. STE. D101 1200 N.W. 78 AVENUE SUITE 300 DORAL, FLORIDA 33126 SOUTH MIAMI, FL. 33143 v DORAL, FLORIDA. 33178 CGC# 062429 (305) 593 -0345 Office: (305) 477 -8860 EDUARDO L CANTO E.B. No. 26948 JOB NO. DATE. 1 POOL REMODELED P.E. No. 56845 O.L No. 600338 -8 06 MP 39 12/22/2006 1