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EL-15-240Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 urc� BY: FBC 201p BUILDING Master Permit No�� '" t J - 2M PERMIT APPLICATION Sub Permit No. E�-- IS -2- q G ❑BUILDING [A ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: J --.> i "�4-L�z& L01 J City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ( '- � � ��i7j__ 009C) Is the Building Historically Designated: Yes NO i Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �� CJ`s 7.­4ts'vPhone#: Address: s+ City: &Wk D�t4-T_"')zz-S Tenant/Lessee Name: Email: c CONTRACTOR: Company Name: Address: 9-; > \-7 City: State: State: hone#: Phone#: -31� Qualifier Name: Phone#: State Certification or Registration #: Uig 4-1 !F�% Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: -3 C35--� 1 Address: City: 1 a litA 1 State Zip: ") Value of Work for this Permit: $Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition r j Description of Work: 13 6'75 Specify color of color thru tile: Submittal Fee Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ l�G3lJ� G' CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ I • 20 OUTDOOR SWIMMING BARRIER COMPLYING WITH R4101.17.1.1 THROUGH R4101.17.1.14. THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE 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 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED 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 MM). THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 4 -INCH -DIAMETER (102 MM) SPHERE. SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. 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 SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 13/4 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 OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 13/4 INCHES (44 MM). ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED WITH A SELF -LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) 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 BY A YOUNG 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 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE MECHANISM. `:'HERE A `"TALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY: 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 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. 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 CONTACTIS BROKEN AT ANY OPENING. EXCEPTIONS: 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 POOL ACCESS LEVEL. B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. 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 WATER'S 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 (508 MM) FROM THE BARRIER TO THE WATER'S EDGE. DWELLING OR NONDWELLING WALLS 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 AS PERMITTED BY THIS CODE. 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. PROHIBITED LOCATIONS. A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE HOME TO THE SWIMMING POOL. ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON-SITE INSPECTIONS AND REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION TO VERIFY, AT A MINIMUM, THE FOLLOWING: 1. THE BARRIER FEATURE IS 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 SWIMMING POOL OR SPA, 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 D NEW 4 FT CHAIN LINK FENCE (UNDER SEPARATE PERMIT) — NEW 48"- HEIGHT DOOR MIN. WITH SELF CLOSERAND LOCK DEVICE. ® 54" (UNDER SEPARATE PERMIT) LEGAL M SHORES BAY PK ESTS PB 55-83 LOT 3 BLK 2. LOT SIZE 99.600 X 113 OR 10321-1640 0279 1 OR 28279-3915 0912 11 a NEW 4 FT CHAIN LINK FEN (UNDER SEPARATE PERMIT) �I mw -_u U.G ELECTRIC SERVICES EXISTING ELECTRIC METER C" I POOL EQUIPMENT 7 SUB -PANEL "P" 700111m� EXSITING RESIDE F.F.E: 8.44' (0I Lo O o _ I I_ 200 A. PNL A I � I N.E 101 NEW 48"- HEIGHT DOUBLE GATE _ WITH SELF CLOSERAND LOCK DEVICE. ® 54", CENTER POST SET PERMANENTLY(UNDER EPARAT PERMIT) i I EXISTING WATER SERVICES r � I EXI$TIN,G f *^ N.E 101 NEW 48"- HEIGHT DOUBLE GATE _ WITH SELF CLOSERAND LOCK DEVICE. ® 54", CENTER POST SET PERMANENTLY(UNDER EPARAT PERMIT) i I EXISTING WATER SERVICES r � I EXI$TIN,G a C'4 SEPTIC TANK M M EXIST) N1 6 o � ORAlkrF��l D r Ld J W 00 W H > I � Q I � I O� W z I I STREET SITE PLAN- SCALE: 1"=20'-O" 1 \Y Alo jc" J �B sp- I SHEET NO: 1 OF: 4 00 a 00 M a C'4 M M tea// w o � N 0 J W 00 � � N H uo � a N O cn O W �T� O � �M� � O M sp- I SHEET NO: 1 OF: 4 00 a �j a C'4 M tea// w o � N +O ,��-cn J W O O sp- I SHEET NO: 1 OF: 4 0 � a C'4 pMp iii O C) � � N O cn O a �M� sp- I SHEET NO: 1 OF: 4 OUTDOOR SWIMMING BARRIER COMPLYING WITH 84101.11.1.1 THROUGH R4101.1-1.1.14. THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE 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 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE 5E7WEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 MM). THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 4 -INCH -DIAMETER (102 MM) SPHERE. SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. 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 SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. WHERE THE BARRIER 15 COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 21/4 INCH SQUARE (51 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 OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 13/4 INCHES (44 MM). ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 84101.17.1.1 THROUGH 84101.17.1.7 AND SHALL BE EQUIPPED WITH A SELF -LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE 15 LOCATED NO LESS THAN 54 INCHES (1372 MM) 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 BY A YOUNG 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 1/2 INCH (12.1 MM) WITHIN 18 INCHES (451 MM) OF THE RELEASE MECHANISM. WHERE A WALL OF A DWELLING SER'."_S AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 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 DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 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 (1312 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: 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 POOL ACCESS LEVEL. B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. C. SCREENED OR PROTECTED PASS-THROUGH KITCHEN WINDOWS 42 INCHES (1061 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 (1312 MM) ABOVE THE THRESHOLD, WHICH 15 APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHERE AN ABOVEGROUND POOL STRUCTURE 15 USED AS A BARRIER OR WHERE THE BARRIER 15 MOUNTED ON TOP OF THE POOL STRUCTURE, AND THE MEANS OF ACCE55 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 84101.11.1.1 THROUGH 84101.11.1.9 AND 5ECTION5 84101.11.1.12 THROUGH 84101.11.1.14. WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PA55AGE OF A 4 -INCH -DIAMETER (102 MM) SPHERE_ STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF SECTION 84101.11 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, 15 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 WATER'S 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 (508 MM) FROM THE BARRIER TO THE WATER'S EDGE. DWELLING OR NONDWELLING WALLS 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 AS PERMITTED BY TH15 CODE. 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. PROHIBITED LOCATIONS. A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE HOME TO THE SWIMMING POOL. ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON-SITE INSPECTIONS AND REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION TO VERIFY, AT A MINIMUM, THE FOLLOWING: 1. THE BARRIER FEATURE IS 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 SWIMMING POOL OR SPA. PROVIDE ALARMS ALL WINDOWS AND DOORS WITH ACCESS TO THE POOL ON ANY WALLS OF THE HOUSE USED AS PART OF THE BARRIER FBG 84101.11.1.9 �i A_C' Uma ELECTRIC SERVICES EX&T-IHG ao E GOR MIN. WITH SELF C,..OSERAND LOCK DEVICE. 6 54' LEGAL M SHORES BAY PK EST5 PB 55-83 LOT3 BLK 2 LOT SIZE 99.800 X 113 OR 10321-1 40 0219 1 OR 28219-3915 0912 11 E-X'f5tfl9* 48'- HEIGHT DOU15L E GATE WITH SELF CLOSERAND LOCK DEVICE. s 541, CENTER POST SET PERMANENTLY CfJ EXISTING ELECTRIC METER c(1 I 112 9.— r- --------- POOL ----=--POOL EQUIPMENT^ i EXISTING WATER SERVICES UB -PANEL 'P' Q A. PNL A EXSITING RESID Fr -.E: 8.44' / R-69866' L- 8131' N,E 101 STREET �t"• � Mi it to _ r SITE PLAN SCALE: 1"=20'-0" r EXI�Tl_ 1G SEPTI, C TANK IIIIIIIIII EXISTINGI I �r �10 IELD (IIIIIII IIIIIIIIII IIIIIII I II II (IIIIIII J IIIIIIIIII L II IIIIIIIIII � I II IIIIIIIIII. Illlllllli V I I moi; I ul � � I I O� $I _ 5 i y 2 i 1 i e O pqg' a N �pnp P�-i O � M � � r N a1 O ol � � N CfJ EXISTING ELECTRIC METER c(1 I 112 9.— r- --------- POOL ----=--POOL EQUIPMENT^ i EXISTING WATER SERVICES UB -PANEL 'P' Q A. PNL A EXSITING RESID Fr -.E: 8.44' / R-69866' L- 8131' N,E 101 STREET �t"• � Mi it to _ r SITE PLAN SCALE: 1"=20'-0" r EXI�Tl_ 1G SEPTI, C TANK IIIIIIIIII EXISTINGI I �r �10 IELD (IIIIIII IIIIIIIIII IIIIIII I II II (IIIIIII J IIIIIIIIII L II IIIIIIIIII � I II IIIIIIIIII. Illlllllli V I I moi; I ul � � I I O� $I _ 5 i y 2 i 1 i e l , 7 c(� _ F O pqg' a N �pnp P�-i O � M � � M C:) l , 7 c(� _ F SP -1 SHEET NO: 1OF: 4 O a N �pnp P�-i O � M � � M C:) N a1 O ol � � N H O cn O a� O N _ W � 1,4 M SP -1 SHEET NO: 1OF: 4 POOL DECK(BRICK ON SAND) -y' - - �� —�� is II��II iTr� l SUBGRADE AS 1 1"X 6" WOOD DECK FLOOR PROVIDE 2 1/2" GALVANIZED SCREW® 6" O.C. 2"X 2" WOOD FURRING ® 12" O.0 - TIE TO POOL CONCRETE WITH 3-1/2" L. TAPCOM ® 24" O.0 4" CONC. SLAB W/ 6x6 #10/1OWWM — 2500 PSI CONC. MIN. FIBERMESH CONC. MAY BE USED IN LIEU OF 6x6 #10/1OWM AS ALLOWED BY CODE — 8" X 8" FOOTING WITH/ 1 # 5 CONT. 8„ CONC. MASONRY UNITS W/ # 5 BARS ® 32” O.C. INTO CONC. FILLED CELLS & HORIZ. JOINT REINFORCING AT — EVERY 2nd COURSE (16" VERT.) STANDARD No 9 LADDER TYPE. PROV. DOWELS AT FOOTING & EXTEND TOP OF BAR INTO SLAB CONIC. ABOVE PLUS 6" HOOK. EXISTING GRADE -11 = -I T _ II_ -1rrr�n m -m m m m- GF -11 r -m-r,- I �m l l I rr g8 li i" m rf' I I I ImT I- SUBGRTAADE �5�Tl<A=R��r�lr SECTION E SCALE:1 "= 1'-0" POOL DECK(BRICK ON SAND)— SET AND)—SET BORDER WITH TIN SET OR MORTAR CEMENT — 8" X 8" FOOTING WITH/ 1 # 5 CONT. 8" CONC. MASONRY UNITS W/ # 5 BARS ® 32" O.C. INTO CONC. FILLED CELLS & HORIZ. JOINT REINFORCING AT EVERY 2nd COURSE (16" VERT.) STANDARD No 9 LADDER TYPE. PROV. DOWELS AT FOOTING & EXTEND TOP OF BAR INTO SLAB CONC. ABOVE PLUS 6" HOOK. EXISTING GRADE 12" X 36" CONC. FOOTING CONT. WITH 3 # 5 LONG. & # 5 ® 16" TRANSVERSALS POOL PLASTER POOL PLASTER #3®9"O.0 HORIZONTAL & VERT. (MIN. SPLICE 18" ) 12" X 36" CONC. FOOTING CONT. WITH 3 # 5 LONG. & # 5 ® 16" TRANSVERSALS VALVES (OPTIONAL) PNEUMATIC SWITCH NOTE: REFER TO MANUAL INSTALLATION ATTACHED X II, 4 HP PUMP. g AIR REGULATOR - " 4" MIN. CONCRETE SLAB POOL WATER LEVEL in VOLUMEN" CONTROL KNOB CHECK VALVE 1/2" COND. FOR AIR SWITCH ��— DISCHARGE LINE 4" I PNEUMATIC BUTTON = SUCTION LINE 4" PVC PIPE SCH 40 MAX. 30 FT W/ 4" ,v POOL WALL NOTE: USE VALVE WHEN PUMP IS INSTALLED BELOW WATER LEVEL BADU STREAM JET DETAIL NO SCALE NOTE: PROVIDE PIPE SLEEVES WHERE PIPING PASSED THROUGH FLOOR SLAB OR CONCRETE WALL PROVIDE SEALING OF THE ANNULAR SPACE LI rr—� BETWEEN PIPE SLEEVES AND PIPING PASSING TROUGH FLOOR SLAB OR WALL 33'-5" I , \v 4/ 30, > GRASS �- 28 W /12V. „ /Y\ 2s W /12v. -24 /SAVI LGT I /SAVI LGT INFINITY EDGE BRICK COLORS AND PATTERNS mm TO BE SELECTED BY OWNER/ BUILDER h w 4 ., ,•:,.r,.';jit•., ^.. xa ;;." 2„ FIR 2„ F/R PROVIDE WELL COMPACTED SUB BASE ,PPNTRASTING TILE of ' - rel=, I � • ` ' , �-1101- m=r- r --�iT o I V N FTT 1TI`III-1 -112 - r-rT STEPS & BENCH EDGE �TI��T�IIr mLr ll=1Ti= m -m ii� G7 1"X 6" WOOD DECK FLOOR PROVIDE 2 1/2" GALVANIZED SCREW® 6" O.C. 2"X 2" WOOD FURRING ® 12" O.0 - TIE TO POOL CONCRETE WITH 3-1/2" L. TAPCOM ® 24" O.0 4" CONC. SLAB W/ 6x6 #10/1OWWM — 2500 PSI CONC. MIN. FIBERMESH CONC. MAY BE USED IN LIEU OF 6x6 #10/1OWM AS ALLOWED BY CODE — 8" X 8" FOOTING WITH/ 1 # 5 CONT. 8„ CONC. MASONRY UNITS W/ # 5 BARS ® 32” O.C. INTO CONC. FILLED CELLS & HORIZ. JOINT REINFORCING AT — EVERY 2nd COURSE (16" VERT.) STANDARD No 9 LADDER TYPE. PROV. DOWELS AT FOOTING & EXTEND TOP OF BAR INTO SLAB CONIC. ABOVE PLUS 6" HOOK. EXISTING GRADE -11 = -I T _ II_ -1rrr�n m -m m m m- GF -11 r -m-r,- I �m l l I rr g8 li i" m rf' I I I ImT I- SUBGRTAADE �5�Tl<A=R��r�lr SECTION E SCALE:1 "= 1'-0" POOL DECK(BRICK ON SAND)— SET AND)—SET BORDER WITH TIN SET OR MORTAR CEMENT — 8" X 8" FOOTING WITH/ 1 # 5 CONT. 8" CONC. MASONRY UNITS W/ # 5 BARS ® 32" O.C. INTO CONC. FILLED CELLS & HORIZ. JOINT REINFORCING AT EVERY 2nd COURSE (16" VERT.) STANDARD No 9 LADDER TYPE. PROV. DOWELS AT FOOTING & EXTEND TOP OF BAR INTO SLAB CONC. ABOVE PLUS 6" HOOK. EXISTING GRADE 12" X 36" CONC. FOOTING CONT. WITH 3 # 5 LONG. & # 5 ® 16" TRANSVERSALS POOL PLASTER POOL PLASTER #3®9"O.0 HORIZONTAL & VERT. (MIN. SPLICE 18" ) 12" X 36" CONC. FOOTING CONT. WITH 3 # 5 LONG. & # 5 ® 16" TRANSVERSALS VALVES (OPTIONAL) PNEUMATIC SWITCH NOTE: REFER TO MANUAL INSTALLATION ATTACHED X II, 4 HP PUMP. g AIR REGULATOR - " 4" MIN. CONCRETE SLAB POOL WATER LEVEL in VOLUMEN" CONTROL KNOB CHECK VALVE 1/2" COND. FOR AIR SWITCH ��— DISCHARGE LINE 4" I PNEUMATIC BUTTON = SUCTION LINE 4" PVC PIPE SCH 40 MAX. 30 FT W/ 4" ,v POOL WALL NOTE: USE VALVE WHEN PUMP IS INSTALLED BELOW WATER LEVEL BADU STREAM JET DETAIL NO SCALE NOTE: PROVIDE PIPE SLEEVES WHERE PIPING PASSED THROUGH FLOOR SLAB OR CONCRETE WALL PROVIDE SEALING OF THE ANNULAR SPACE LI rr—� BETWEEN PIPE SLEEVES AND PIPING PASSING TROUGH FLOOR SLAB OR WALL 33'-5" I , \v 4/ 30, > GRASS �- 28 W /12V. „ /Y\ 2s W /12v. -24 /SAVI LGT I /SAVI LGT INFINITY EDGE BRICK COLORS AND PATTERNS mm TO BE SELECTED BY OWNER/ BUILDER h w 4 ., ,•:,.r,.';jit•., ^.. xa ;;." 2„ FIR 2„ F/R PROVIDE WELL COMPACTED SUB BASE ,PPNTRASTING TILE of 00 z� 00 M -m= 71 i -i =m N M M i LFII —mom I I—I i-1 =m O w STEPS & BENCH EDGE IL NTI- IMPERVIOUS, SLIP RESISTANT CONCRETE W} ' I-T rrl�n�Ir-'i II I r =1I- i=m-r�r �r1-rT-r I=m=�n=rri-m=nr-m-m m T " " " 6 6 6 M11511911= • --�m�m--rriIIr�� _m T -II II I=m-m rr m r�Tr m r 2,• a � it m=m II " r� 11�IT�T�1 Iii 1I 'I �`P II r� m I I- m ll I fi=Tfi' Tft iTi-iTrrii 1Tf-iI-T FILL. NO FILL O ll ii _I _ _ jj•gTl f1 -I . I I � I I"LI I11 I •' '.. • � I r-�-�. - -iii (=11=1 I I=�- I1=I 11=1 � I=!ll=I 11=x -III -I i I -I � I-I�-�-I�-I = _m— —III— _ �5'oi -m I= 8t COMPACTED I NTINC EMP- i SECTION D- SCALE:1"= 1'-0" A 00 z� 00 M W M M 00 O w STEPS & BENCH EDGE p1�-3 IMPERVIOUS, SLIP RESISTANT CONCRETE W} G '� r- PAVER DECK SLOPED AWAY FROM POOL 2-4 PERCENT " " " 6 6 6 BRICK COLORS AND PATTERNS TO BE SELECTED BY OWNER/ BUILDER W NOTE USE EXCAVATED FILL. NO FILL O � cn � � I DECK: BRICK ON SAND SHALL BE IMPORTED r-+ M i 2" F/R Z I WELL COMPACTED SUB BASE 2„ /R 2" F/R N 00 2' # 3 0 9" O.0 HORIZONTAL &VERT. 28 WI 28 W /12V. (MIN. SPLICE 18" ) -_ /SAVI LGT /SAVI LGT n1 GRASS \ VACUUM FEW , I \I'2" -24 F R 2" /R 2„ F R 2" F R 28 W /12V. 28 W /12V. /SAVI LGT /SA 1 LGT 28 W 12V. /S VI LGT aaaaaaaaaaa�'aa a a aaa �aaaaaa, -6 12" DEEP(WATER 12" PROVIDE 3 1/2" X 1/4 " LONG TAPCON SCREWS AT EACH PUMP & FILTER ORIFICE TO SECURE AT 4 " CONCRETE SLAB ;LAB POOL PUMP & FILTER MOUNTING DETAIL, VENT LINE LENGTH. 1 HP OR LESS PUMP: 30 FT 1 1 HP PUMP = 40 FT 2HPPUMP =55FT 2 j HP PUMPOR LARGER= 74 FT VENT LINE DESIGNED TO PROVIDE RELEASED IN 3 SECONDS OR LESS AT A MAX. VACUUM OF 4.5" Hg. NOTE: THE PIPING SHOWN IS A GRAPHIC REPRESENTATION i OF PIPE ROUTE,ACTUAL ROUTING OF. PIPING AROUND POOL AND TO POOL EQUIPMENT MAY DIFFER FROM THIS PLAN REFER TO ISOMETRIC FOR PIPE SIZES =� ------------=! ------ ''-------=�= ----------------------------------------- ` OL EQUIPMENT O /SAVI LGT „ I i ----------------------------------------------�>?bo �� �� I 28 W /12 . MAIN DRAIN /SAVI LG N 4'-11" DEEP L ----- o) - -6 6„ MAX. HEIGTH TO TOP WEATHERPROOF GFI -6, OF POOL BEAM D-'� RECEPTACLE LOCATED 10-20 FEET FROM POOL WATER EDGE DETAIL I- SCALE:1"= 1'-0" NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS FROM PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN THE MINIMUN REQUIREMENTS, EITHER BY OWNER OR BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. RESIDENCE POOL. PLAN - SCALE: 1 /4"= 1'-0" , 4" BADUJET L NE (SEE DETAIL /j j /j RESIDENCE IN THIS PAGE r CONCRETE DECK WITH WOOD ON TOP (REFER TO THIS PAGE FOR DETAIL) I 32" CHANNEL DRAIN THE AQUASTAR LINE OF SUCTION OUTLET COVERS COMPLIANT WITH THE NEW VIRGINIA GRAEME-BAKER POOL AND SPA SAFETY ACT (ASME/ANSI A112.19.BA-2008 j -WARNIG: 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. REV. DATE: 04/25/13 00 z� 00 M M M 00 O w U W > � o o IMPERVIOUS, SLIP RESISTANT CONCRETE RIVER ROCK G '� r- PAVER DECK SLOPED AWAY FROM POOL 2-4 PERCENT " " " 6 6 6 BRICK COLORS AND PATTERNS TO BE SELECTED BY OWNER/ BUILDER W NOTE USE EXCAVATED FILL. NO FILL O � cn � � I DECK: BRICK ON SAND SHALL BE IMPORTED r-+ M WELL COMPACTED SUB BASE # 3 0 9" O.0 HORIZONTAL &VERT. RESIDENCE (MIN. SPLICE 18" ) DETAIL I- SCALE:1"= 1'-0" NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS FROM PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN THE MINIMUN REQUIREMENTS, EITHER BY OWNER OR BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. RESIDENCE POOL. PLAN - SCALE: 1 /4"= 1'-0" , 4" BADUJET L NE (SEE DETAIL /j j /j RESIDENCE IN THIS PAGE r CONCRETE DECK WITH WOOD ON TOP (REFER TO THIS PAGE FOR DETAIL) I 32" CHANNEL DRAIN THE AQUASTAR LINE OF SUCTION OUTLET COVERS COMPLIANT WITH THE NEW VIRGINIA GRAEME-BAKER POOL AND SPA SAFETY ACT (ASME/ANSI A112.19.BA-2008 j -WARNIG: 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. REV. DATE: 04/25/13 O 00 z� 00 M M M 00 O w U W > � o o G N W � O � cn � � I r-+ M O 00 z� M 00 z ^o U W > � o o O a N � � o t4r)M Com• N � c) � O O a W cn � M P-2 SHEET NO: L.20F: 4 PROVIDE 6" CONCRETE WALL WITH 03 m 9" EACH WAY EXISTING GRAD PROVIDE 6" CONCRETE WALL WITH *3 im 9' O.0 HORIZONTAL 4 VERT. 2' 12' 12' 8 PROVIDE ol CONTRASTING TILE ON STEPS EDGE m IS' TYP PROVIDE 18" MIN. SPLICE 3" MIN. CONCRETE COVER STRUCTURAL J O ALL WORK SHALL COMPLY WITH THE F.B.G. CODE 2010 EDITION. THE AMERICAN CONCRETE INSTITUTE ACI -318-10, ASCE-1-10 AND ALL OTHERS APPLICABLE CODES AND REGULATIONS. I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 FBI. 2. ALL REINFORCING STEEL 5HAL L HAVE A MINIMUM YIELD STRENGTH OF 60.000 1=51. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRE551VE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BA5ED ON ACCEPTED ENGINEERING F'RIN,4'IPAL5. 5. ALL REINFORCING STEEL SPLICES SHALL BE 18' IN LENGTH UNLESS OTHERWISE INDICATED ON THESE PLANS. 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE APFNLICATION OF HEAT TO THE STEEL. A VISUAL INSPECTION AT JOB SITE SHOWED A SOIL COMPOSED OF SAND AND ROCK A BEARING CAPACITY OF 2000 P.5F. HAS BEEN ASSUMED. FURTHER MORE, UPON BREAKING OF GROUND, A LETTER SHALL BE 5U5MITED TO THE BUILDING OFFICIAL VERIFYING AND ATTESTING THAT THE SITE CONDITIONS ARE SIMILAR TO THOSE UPON THE DESIGN BASED. P O "•I' LI1D'I � '�' �� � �� UPLIFT I EXIST. RESIDENCE FINISH FLOOR ELEVATION 8.44' ELEV. TOP OF POOL WALL 8.25' DEPTH OF POOL (FROM THE BOTTOM OF M/D) 50' ELEV. FROM BOTTOM OF MAINDRAIN 3.25' FLOOD CRITERIA 8.0' ELEV. FROM BOTTOM OF MAINDRAIN 3.25' POOL IN FLOOD CRITERIA 4.75' LESS 2'.0' HYDROST VALVE 215' BLAB THICKNESS REQUIRED 8" CHART FOR POOL BOOT SLAB WITH HYDROSTATIC UPLIFT (POOL THICKNESS) PNEUMATICALLY PLACED GONG. WALL THICKNESS (o" FLOOR THICKNESS 9" SOIL BEARING CAPACITY 2000 PSF /_ POOL WATER LINE PROVIDE 6" CONCRETE SLAB WITH 03 -s 9" EACH WAY PROVIDE 6' CONCRETE WALL WITH 03 a 6' O.0 HORIZONTAL 4 VERT. PROVIDE 9' CONCRETE SLAB WITH 03 m 6' EACH WAY MAX. SLOPE 1':l'_0" SECTION A SCALE: 1/2'=I' -O' PROVIDE 6" CONCRETE SLAB WITH 03 's 9" EACH WAY PROVIDE 18" MIN. SPLICE 3" MIN. CONCRETE COVER 0 °�a �°�a • °�a �°�a � o� ;off ;off ;off ;o� ;off o 2" HIDROSTATIC RELIEF VALVE SET IN WASHED BED ROCK 0 n E a 3 9 ieo' EACH WAY PROVIpE IS' MIN. SPL ICE 3' MIN. CONCRETE COVER Sl"FE7CT1ON SCALE: 1/2'=I' -O' EX15TING PROVIDE 6" CONCRETE WITH 03 g 9' O.C. HORIZONTAL 4 PROVIDE " 3 10 Biel' RETE WALL ORIZONTAL 4 VERT. PROVIDE 6' CONCRETE WALL WITH 03 m 9' O.0 HORIZONTAL 4 VERT. PROVIDE 18' MIN. SPLICE 3' MIN. CONCRETE COVER T'IAIN *DRAIN W/ 2' HIDROSTATIC RELIEF VALVE SET IN WASHED BED ROCK k PROVIDE 9' CONCRETE SLAB WITH "3 g 6' EACH WAY SECTION C 5CALE:3/4'= I'-0' U 00 z� P-3 SHEET NO: .30F:4 H c N M 00 kn z -O Z M N W P-3 SHEET NO: .30F:4 H c N Rio 0-1 x C\ N W p- CIAO C O a O N M P-3 SHEET NO: .30F:4 2 "10 1 0 10 G. 1/2' GOND 2P-30 AMP. GFI RECEPTACLE 6' MIN. 20' MAX. FROM WATER LINE 2 * 12 THHN IP 20 AMP. 1 * 12 THHN CU. GROUND. 1.5 HP JET PUMP 2 " 12 230 V. 1 " 12 G. — 1/2' COND (3) 2P-20 AMP. 4 HP Lp BADUJET PUMP 3 HP 230 V. VARIABLE SPEED 2.0 HP 230 V. BLOWER 230 V POOL PUMP WILL COMPLY WITH 2010 FBC E 403.9. PROVIDE GFCI 2P 20 AMP. BRAKER FOR POOL PUMP. ELECTRICAL NOTES: 3iFWATT TRANSF 2 " 12 I"12G. JB JB JB I/2' GOND 1P-20 AMP. (10) 28 W 12 V VAVI LIGHTS I. ALLPOOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH 2010 FLORIDA RESIDENCE BUILDING CODE. 2ALL 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 REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. S.ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEATERS AND RTELATEDPOOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. POOL DECK I POOL COPING POOL WAL I ' PVC PIPE TO CONTRILLER 1 1/2' PVC PIPE MIN. 16" NOTE: PROVID CONTINUOS SINGLE * 8 CC BONDED IN FOUR POINT(3i AROUND POOL 4 SPA 2AMIG TILE T4��MINFROM ATER BEVEL TO TOP OF LENS INTERIOR POOL FINISH (DIAMOND BRITE) TYP-SAVI LIGHT DETAIL NO SCALE JANDY PDA POWER CONTROL CENTER WITH NEW 100 AMP. SUB -PANEL 'P' EXIST. (AT POOL EQUIPMENT AREA) 200 Al' PANEL. 3 "3 10 1 cOND (2) 1"xl0' GROUND RODS W/(1) 6 (CU) IN 1/2" CONDUIT 6' RISER DIAGRAM TO POOL PUMP 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 MULTI SYSTEM BONDING 1 "4 Cu 3/4' CONE) 3 " 2/0 THW CU. 1 s 6 THNN CU. GRND. IN 2' C. EXISTING 200 AMP. 0 METER/COMBO POOL FILTER WITH SQFT. OF SURFACE — CARTRIDGE 1AMP. DIS00 SIrtGLE " 8 COOPER FOU POINT(3( 0') )OL 4:SPA POOL DECK 5 PERIMETER FOOTING '7PFL SERVICE (2)5/8'7 x 10' COPPER CLAD GROUND DRIVEN ROD6✓HLORINATOR CWP (METAL) STEEL FOUNDATION POOL DATA INFINITY MAIN POOL SPA BASIN SURFACE AREA (SQ.FT.) 510 64 85 VOLUME (GALLONS) 12300 1100 2543 TURNOVER (HOURS) 1.3 0.12 0.28 PERIMETER (FEET) 86 32 114 DECK AREA l 5Q.FT) 602 � .WHERE A CONCF;�F_TE DECK IS NOT PROVIDED, PROVIDED A " S BARE COF�F�ER F:�C^L.) WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO PANEL. WHERE A GONCR-rE SLAB IS PROVIDED , THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE 05 REINFORC- ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMc .,ER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL. PROVIDED SCREEN MESH AT JOINT TOP OF POOL OR SPA COPING, WHICHERVER HIGHER VENT. DETAIL NO SCALE S NOTE: BALL VALVES MAY BE SUBSTITUTED FOR MULTIPORT VALVE 32' CHANNEL DRAIN THE AQUASTAR LINE OF SUCTION OUTLET COVERS COMPLIANT WITH THE NEW VIRGINIA GRAEME-BAKER POOL AND SPA SAFETY ACT (ASME/ANSI A112.19.5A-2008 32' ANTI VORTEX MANDRAIN COVERS 2' HYDROSTATIC RELIEF TUBE . ONLY ONE REQUIRED SALT SYSTEM BADU JET PUMP 4- HP, 400 GPM AT 60' TDH SELF PRIMING SAME SIZE AS PUMP SUCTION 2 1/2" PUMP SUCTION SPA MANDRAIN DETAIL NO SCALE RECIRCULATION PUMP VARIABLE SPEED 30 HP, 150 GPM AT 60' TDH SELF PRIMING ISOMETRIC p\� 1 2 HP BLOWER 5P P co? G SPA JET PUMP 1.5- HP, 10 GPM AT 60' TDH SELF PRIMING POOL EQUIPMENT ISOMETRIC 1 PLUMBING NOTES: I. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON -THREADED, NSF APPROVED SUPPORTED CONTINUOSLY ON GROUND OR ON MAXIMUM 4'-0' CENTERS WITH CLEVIS HANGERS. ` 2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE -PLUMBING SECTION 309 AS IT PERTAINS TO BOUYANCY. 1. THE WATER VELOCITY.,O,UGH ALL 5UlTION PIPING SHALL BE LESS THAN & FEEL `a" 5. THE WATER '+`LOC ITV THROUGHT ALL PRESSURE PIPINGfSHALL B ES THAN 10 FEET" P SECOND. 7 +:,4,���"r 9. ALL �?IPINCi S ALL BE SUITABLE, FOR EXPOSGREU vIQLE 1 RADIAAND NORMAL OPERATING TEMPERATURE ' TEE SAME SIZI AS PUMP SUCTION 101 too 3'-0' MINIMUM 1 1/2' HYDROSTATIC RELIEF TUBE . ONLY ONE REQUIRED POOL MANDRAIN DETAIL NO SCALE z n M O H O m_ U M m O aM� R � O W 00Mcn � �w� O 13-1N M � � M U jib o 0 O N '-, � W M .—+ .- z n M O H O "' U M 7 W Z �n � M � aM� P -i til C1 1^1 r - E—+ 00 w W1 cv 00Mcn � �w� M � � M U jib o 0 O N '-, P -4 SHEET NO: H O a N o C) kn �n � M � P -i til C1 1^1 r - E—+ 00 W1 cv O � O O N a � M .—+ P -4 SHEET NO: