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785 NE 94 St (6)CONTRACTOR'S 45I OJl tUls CONTRACTO I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at S5 (E Miami Shores,. F1., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be conderd7as committing a misdemeanor of the second degree, punishable by fines up to a d oyu o 60 in jail as established in Chapter 775, F.S. NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT TE (PLE E PRINT) KENNETHSHERMAN Nola 'oblic, State of Florida M c ' , . y 24, 2003 Comm. No. CC819725 BUILDING UtPAFt1MENi IOOSO N.E. SECOND AVENUE MIAMI SHORES, F.0,21■A :.3I3E•2332 TELEPHONE (3C') 7')5 2'01 FAX (30S) 755•4072 WNER'S SIGNAT & DAT PRIM) is NNETHSHERMAN Notary PiAtic, S. `Ca exp. May 24, 2003 o. CC819725 Date Miami Shores Village Building and Zoning Department Attention: Building Official SWIMNIING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as , located at ") ¶ j JJ L ( I L \ In accordance with Section 33- 12(t), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate pennit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. 7TH STREET, SUITE 202 nMl, FLOR101, TELEPHONE: (30) 2201171 FAX: (305) 5S4-7822 1 • Nowt -- e70/ `(/ I t un n i ur'i $ur. LAND SURVEYCRS SKETCH OF SURVEY Scalo 1 f (pQ , r ,� •7r.T '(11 ' ' . ` t 40°0, /3'3° \ � ( 4-.70 / /o -.r. - V ,.t :: - SHEET NO, OF SURVEY NO. kl 0,Q C.0 tk V� N" N misoiroal 5582 N.W. 7TH STRES7, SUITE 202 MtA,MI, FLORh.4 33128 TELEPHONE: (305) 220-3171 FAX: (305) 554 -7822 DRAWN BYe- SURVEY OF' ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO._ RECORDS OF RESS ���• TY FLORIDA. BLS" � COUN C �¢ / � Gj^ � i C'E_'e7' • PROPERTY ADD FOR WilliamF. Briggs and Mary P. Briggs LOCATION SKETCH Scale 1 "= �.A_S• V'7 A . ARC. A/C • AIR CONDITIONER PAD. A.E. • ANCHOR EASEMENT. A/R • ALUMINUM ROOF. NS • ALUMINUM SHED, ASPH. • ASPHALT. B.C. • BLOCK CORNEA. BLDG.. BUILDING, B.M. • BENCH MARK. B.O.B.. BASIS OF BEARINGS. C. • CALCULATED. C.B. • CATCH BASIN. 0.8.5. • CONCRETE BLOCK STRUCTURE. COW • CONCRETE BLOCK WALL. CH. • CHORO DISTANCE. CH. B.. CHORD BEARING. CL. • CLEAR. C.L.F. • CHAIN LINK FENCE. C.M.E. • CANAL MAINTENANCE EASEMENT. CONC.• CONCRETE. C.P.. CONC. PORCH. C.S. • CONCRETE SLAB. D.E. • DRAINAGE EASEMENT D.M.E. • DRAINAGE MAINTENANCE EASEMENT. DRIVE. • DRIVEWAY. o • DEGREES. E. • EAST. E,T.P, . ELECTRIC TRANSFORMER PAD, ELEV. • ELEVATION. ENCR.•ENCROACHMENT. F.H. • FIRE HYDRANT. F.I.P.. FOUND IRON PIPE. FIR, • 'FOUND IRON R00. F.F.E. • FINISHED FLOOR ELEVATION. Nowt 7 .1 iufrutipat ABBREVIATION NO.MEAN1H4 F.N.D. • FOUNO NAIL & DISK. FR. • FRAME. FT. • FEET, FNIP.. FEDERAL NATIONAL INSURANCE PROGRAM. F.N. • FOUND NAIL. H • HIGH (HEIGHT). IN. & EG. • INGRESS AND EGRESS EASEMENT. L.P. • LIGHT POLE. L.F.E. • LOWEST FLOOR ELEVATION, L,M.E. • LAKE MAINTENANCE EASEMENT. ' • MINUTES. M.. MEASUREO DISTANCE. MON. • MONUMENT. MM. • MANHOLE. Mt. • MONUMENT LINE. N.A.P, • NOT A PART OF. NGVO • NATIONAL GEODETIC VERTICAL DATUM. N. • NORTH. N.T.S. • NOT TO SCALE. • NO. • NUMBER. 0/9, • OFFSET. OH. • OVERHEAD, OVH. • OVERHANG. O.R.B. • OFFICIAL RECORD BOOK. PVMT, • PAVEMENT. PL. • PUNTER. PA., • PROPERTY LINE. P.C.C. • POINT OF COMPOUNO. • CURVE. P.C.. POINT OF CURVE. PT. • POINT OF TANGENCY. POC. • POINT OF COMMENCEMENT POS. • POINT OF BEGINNING. .OLLmSAXMc11110171 37Sf LAND SURVEYORS P.A.C. • POINT OF REVERSE CURVE. PROP. COR.•PROPERTY coRNEn. P.B. • PLAT BOOK. PG. • PAGE. PWY • PARKWAY. PRM • PERMANENT REFERENCE MONUMENT. P.L.S. • PROFESSIONAL LAND SURVEYOR.. R. • RECOROEO DISTANCE. RR.. RAILROAD. RES. • RESIDENCE. R/W, • RIGHT-OF-WAY. RAD. • RADIUS OR RADIAL. R.P. • RADIUS POINT. RGE. • RANGE. SEC. • SECTION. STY. • STORY. SWK. • SIDEWALK. S.I.P. • SET IRON PIPE L.8,46044 S. • SOUTH, S.N.D. • SET NAIL & DISK L.8.48044 SP. • SCREENED POACH. • • SECONDS. T. • TANGENT. TWP. • TOWNSHIP. U.E. • UTILITY EASEMENT, UTIL. • UTILITY. U.P. • UTILITY POLE. • W.M. • WATER METER. W.F. • WOOD FENCE. 0 • CENTRAL ANGLE. W. • WEST. • CENTER LINE. 4 • ANGLE, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIOED BY CLIENT OR ATTESTING TITLE COMPANY. SKETCH OF SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE ANO/OR NOT TO SCALE. THE LIABILITY OF THE SURVEY IS LIMITED TO THE COST OF THE SURVEY. THE TERM 'ENCROACHMENT' MEANS VISIBLE ANO ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS ANO SETBACKS ANO T HEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTEO TO LOCATE FOOTINGS AND/OR FOUNDATIONS, FENCE OWNERSHIP NOT DETERMINED. THE FN/IP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LANO TO BE SITUATED IN ZONE X COMMUNITY M 120652 ., PANEL M_ - 0 093 SUFFIX J DATE OF FIRM 3/2/94 , BASE PL000 ELEVATION NJ A CERTIFIED TO: William F.' Briggs. and Mary P. Briggs . The Law Offices Of Mitchell S. Polansky Attorneys' Title :Tnsuranco Fund, Inc. Crestar Mortgage Corporation,its successors and /or assigns 'Off JOCK SURVEY NO. / SHEET NO 4 .5 7C iG �E �I C"GSp / dY �� E'7 SUBDIVISION l ,Q�- e.4 T` ' OF THE PUBLIC fa _ AT PARE, NO. DATE. -ta� • r L— •-.' k k 0.00 X 0.00 LEGEND TYPICAL WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. SALEYEYORS 3 NOTESLI). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAIO PUT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS APE REFERRED TO COUNTY TOWNSHIP MAPS. 2). IF SHOWN, ELEVATIONS ARE REFERRED TO 9). THIS 'SKETCH OF SURVEY' REPRESENTS A LAND SURVEY, ALSO REFERRED AS A BOUNDARY SURVEY. 9A.) THIS IS A SPECIFIC PURPOSE SURVEY. 4) THE CLOSURE IN THE BOUNOARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'SKETCH OF SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED ANO DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LANG SURVEYORS IN CHAPTER 81017.8, FLORIDA ADMINISTRATIVE COOE PURSUANT TO 472.027, FSORIOA STATUTE REVISED ON REVISED ON B.M.11 ELEV. OF N.O.V.D. OF 1929. B Y: IBARAA (DATE OF PROFESSIONAL �ND SURVEYOR O FIELD STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). 4 II/2" VENT o WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE 13' -5" 8W IMOUT DECK 0 DRAIN SKIMMER POOL EQUIP SULLNOSE COPING 150W SAMS LGT MA IND 0 SOLAR RETURs1 SUNDECK OVER CONCRETE BLAB INLET FOOL LAYOUT 1/4"•1'0" PLANTER PLANTER 2004 U.G. SERVICE WATER METER PANEL 15.55 68.55 ALLEY 110.0 SEUJER N.E. 94 STREET EQUIP SITE FLAN 1 " =20' 21.05 26.05 SCREEN ENCLOSURE BY OTI -4ERS — 12.00— PRIOR TO INSTALLATI; N OF ROUGH ELECTRIC VII , NG CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATEI,S AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTICN. ADEQUATE SERVICE CAPACITY MUST DE PROVIDED. SUBJECT TO FLFI: T RACAL INSPECTION. POOL REQUIREMENTS: SELF- CLOSING/ GATES 4' HIGH SELF-LOCKING FENCE: REQUIRED AND NON - CLIMBABLE IF NEIGHBORS REMOVE VV,,l -L, OWNER MUST FENCE/ WITH A 4' FENCE/ OWNER'S FENCE. ON PROPERTY ELEV. TOP OF POOL WALL 65 DEPTH OF POOL 5.0 ELEV. TOP OF MAINDRAIN 1.5 FLOOD CRITERIA 5.0 ELEV. TOP OF MAINDRAIN 15 POOL IN FLOOD CRITERIA 35 LESS 2'0" HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. FT.) 353 VOLUME (GALLONS) 10000 TURNOVER (HOURS) 4 PERIMETER (FEET) 19 DECK AREA (SQ. Ft) 820 • "•. •• • " F.P.L. METER 6" CERAMICS �IIIIIF� 6" THICK SHOTCRETE WALLS REINFORCED WITH " 3 HARE AT 10 " CENTERS BOTH WAYS 6" THICK SHOTCR.ETE FLOOR SLAB REINFORCED WITH" 3 BARS AT 10 " CENTERS BOTH WAYS. 2 m0 THWN + 1- 2P -20A 2 "10 THWN IN COND. 1- 1P -15A GFI AQUADYNE PANEL 200A DISC. 1- 2P -30P PLUMBING NOTES: TIMER 4 SWITCH 3 "12 7HWN IN 1/2" CONDUIT ELECTRICAL NOTES: STRUCTURAL NOTES: BRICK OR STONE WATER LEVEL COPING 1 2 "14 71-1ILN +1"12THWN IN 1/2" COND. 110V/12V TRANSFORMER JUNCTION POOL 1 HP PUMP NOTE: BASED ON INFORMATION PROVIDED THIS orfIcE, THE EXISTING SERVICE 15 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. Of ELECTRIC RISER D 1,4 R,4M NO SCALE I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE TO DRAINAGE ILELL IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 1. ALL PIP • SHALL BE INSTALLED IN ACCORDANCE WITH 114E FLORIDA BUILDING CODE- PLUMBING SECTION 3m9 48 IT PER- TAINS TO BOUYANCY. ANTI VORTEX - MAINDRAIN 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED POOL SECTION 4 12 FOR 150W SAM 2 • " THIN + 1"12 THWN IN 1" COND. NOTE: PROVIDE "8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK IS NO7 PROVIDED, PROVIDE A "8 BARE COPPER BOND WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL. WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE "5 REINFORC- ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT. A SHEATHED GROUND WIRE, SIZED IN ACCORDANCE WITH 714E RISER DIAGRAM SHALL BE PROVIDED FROM THE EQUIPMENT TO THE PANEL. NO SCALE 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL 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 SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 200 PSI. 4. THE DESIGN OF TNFS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BAKED ON ACCEPTED ENGINEERING PRINCIPALS. NAP MAX PRESSURE VELOCITY LESS THAN 10' /SEC MAX. SUCTION VELOCITY LESS THAN 8' /SEC 1 0 5 BAR CONTINUOUS — 4" CONCRETE SLAB ttj 8 J 6x6 10/10 WM.R SLAB SECTION POOL COPING WATER LEVEL �C 2 r MAX SAME TI-IICf<NESS AS WALL SW!MOUT DETAIL NO SCALE SAFETY NOTES: SOIL NOTE: RECIRCULATION PUMP I HP, 50 GPM AT 60' TOH SELF- PRIMING NO SCALE 2" TILE STRIP OP CONTRASTING COLOR AIR RELIEF VALVE 1 1/2" POOL WASTE tr e i \ 9 \‘4. ? BASED ON .4 VISUAL INSPECTION OF THE BITE, SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. EQUIPMENT ISOMETRIC MIN. 18" BELOW WATER LEVEL 2"3 BARS ACROSS NICHE TO DE ACCOMPLISHED 13Y OTHERS. POOL BARRIER REQUIREMENTS: THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY A FENCE OR BARRIER IN COMPLIANCE WITH ARTICLE 4242.11 OF TI-4E FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF 714E HOUSE 15 TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS 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 AND 18 EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. T1-4E ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM 61-1ALL BE EQUIPPED WITH A MANUAL. MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 1. A PERMANENT SAFETY WARNING 81GN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, tHE PREVENTION OF DROWNING AND 61-IALL INCLUDE TI-4E FOLLOWING STATEMENT: "THERE 16 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA 61-IALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. POOL FILTER WITH 100 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE NO SCALE POOL WALL STEEL 1" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BODY BOND WIRE TO POOL STEEL UNDERWATER LIGI -IT DEVIL NO SCALE POOL DATA: NOTE: STEP STEEL NOT REQUIRED 18" 11" 12'' WATER LEVEL WEIR TURBO BOOST INLET POOL COPING SKIMMER SECTION NO SCALE PROVIDE SCREEN MESH AT JOINT II/z" HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED MAINDRAIN DETAIL NO SCALE HYDROSTATIC UPLIFT 4 RISE Al 10 " EACH OPtIONAL 2" TILE OF CONTRASTING COLOR POOL DECK MIN. 15 SQ. IN. BASKET 11/2" TURBO RETURN 2" SUCTION PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRiNG CHECK NAMEPLATE DATA OF A/C HOT EQUIPMENT, A D OTHEREQUIPMENTT WATER HEATERS OBTAIN CORRECT WIRE SIZES AND ADE QUATE SE MUST BE PROVIDED. SUBJECT TO ELECTRICAL INSPECTION. TOP OF POOL OR SPA COPING, WHICHEVER 1- IfG1-4ER VENT DET NO CA E NOTE: IF THE POOL IN FLOOD CRITERIA 16 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. n F-- 111 a 6 t y 0 0 — 11- z Q � B 0 4 fU 0_ A U e • '4 � 2 -„S z Li o" co u, u ( • Q • r BUILDING UGPAFi1r Ni ICOSO N.E. SECOND AVENUE MIAMI. SNORES. FLORILA ;.3I1E•2332 TELEPHONE (act') 715 2'01 FAX (30!) 7 50.1972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAh1'Y ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at ?i51 n)E Miami shores,, Fi., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; _ All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be cons' r- • -s committing a misdemeanor of the second degree, punishable by fines up to $ s i . • o u /o y i days in jail as established in Chapter 775, F.S. II CONTRACTOR'S •It ' & • TE PRINT) . KENNETH SHERMAN blic, State of Florida y 24, 2003 Comm. No. CC819725 PRINT EN NE N Lary Pbbtiyy IM c, Sfax: I lcr: a ri U. Iil . ex p.. 2 ; D CCS19725 Date Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as , located at . 1 "K f \ C c -k 5.\- • In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner V S Note: This certification is to be submitted with a swimming pool permit application in duplicate. A. W, TTH STREET, SUITE 202 nMl, FLOAIOA, 33128 TELEPHONE: (305) 220.3111 FAX: (305) 55<•7822 j/4,fl N c\,) SKETCH OF SURVEY Scat() 1" d e. � r • " mutt . iry Sur. LAND SURVEYCRS / / ' 13,3& \ ' , 14- t e 7D 1 SURVEY NO. 9,6%1V6 6 SHEET N0, 2 Of y %1/,7. ; �' b� 3/, 5'D WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE 13' -5" SWIMOUT DECK 0 DRAIN SKIMMER POOL EQUIP BULLNOSE COPING / I \ - 150w SAMS LGT MAINDRAIN 0 SOLAR RETURN SUNDECK OVER CONCRETE SLAB INLET PLANTER FOOL LAYOUT 1/4" ■ 1 PLANTER l'-6"'- 200A U.G. SERVICE UJATER METER PANEL 15.55 68.55 ALLEY 110.0 2 I.p5 2605 SCREEN ENCLOSURE BY OTHERS SEUJER N.E. 94 STREET EQUIP SITE FLAN 1 " =20' - 12.00- AN: 8, 2003 ELEV. TOP OF POOL WALL 65 DEPTH OF POOL 5,0 ELEV. TOP OF MAINDRAIN 1.5 FLOOD CRITERIA 5.0 ELEV. TOP OF MAINDRAIN 1.5 POOL IN FLOOD CRITERIA 35 LESS 2'0" HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. FT.) 353 VOLUME (GALLONS) 10000 TURNOVER (HOURS) 4 PERIMETER (FEET) 19 DECK AREA (SQ. FT.) 820 F.PL. METER 6" THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARS AT 10 " CENTERS BOTH WAYS 6" THICK SHOTCRETE FLOOR SLAB REINFORCED WITH » 3 BARS AT 10 " CENTERS BOTH WAYS. PLUMBING NOTES: STRUCTURAL NOTES: 6" CERAMICS MAX. VT SLOPE unite 2 0 10 TI-4uN + I -2P -204 2 3411 1m c IN I-IF'-15A GFI 2004 DISC. O • 1 1- 2P -30P TIMER 4 SWITCH 3"12THWNIN 1/2" CONDUIT AQUADYNE PANEL BRICK OR STONE WATER LEVEL COPING \ /' ANTI VORTEX - MAINDRAIN ELECTIRIC RISER D F4G 4 NO SCALE NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITµ CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 I/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE TO DRAINAGE WELL IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 1. ALL PIPING 61-IALL SE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER- TAINS TO BOUYANCY. ELECTRICAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP .4 MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 POI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P61. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF TH16 PROJECT 1-1A6 INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED POOL SECT ION NO SCALE 2 "14 THUN + I .12 THWN IN 1 COND. 110V/12V TRANSFORMER 2 " " THILN + 1 0 12 THUJN IN 1" COND. JUNCTION POOL BOX L IGHt 1 HP PUMP *. 0 12 FOR 150W SAM NOTE: PROVIDE "8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK 16 NOT PROVIDED, PROVIDE A "8 BARE COPPER BOND WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL. WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE 1 5 REINFORC- ING BAR IN THE PERIMETER BLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT. A SHEATHED GROUND WIRE, SIZED IN ACCORDANCE WITH THE RISER DIAGRAM SHALL BE PROVIDED FROM THE EQUIPMENT 70 THE PANEL. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL 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, .4 REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAMING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. c0 6x6 10/10 WM.R POOL COPING mirm , 24" r iMAX. SAME THICKNESS AS WALL I RECIRCUL PUMP I HP, 50 GPM AT 60' TOH SELF- PRIMING MAX. PRESSURE VELOCITY LESS THAN 10' /SEC MAX. SUCTION VELOCITY LESS THAN 8' /SEC 1 0 5 BAR CONTINUOUS - 4" CONCRETE SLAB 5L4E3 SECTION NO SCALE • WATER LEVEL. 01 1E n 2" TILE STRIP OF CONTRASTING COLOR SW(MOUT DETAIL NO SCALE TO BE ACCOI1PLI6HED BY OTHERS. POOL BARRIER REQUIREMENTS: THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY A FENCE OR BARRIER IN COMPLIANCE WI71-4 ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE 18 TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS 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 AND IS EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM 31-1ALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER 71-4E DOOR 18 OPENED AND BE CAPAB1tE OF BE INGr HEARD THROUGI -{OUT 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 61-1ALL LAST NO LONGER THAN 15 SECONDS. 71-40EQCTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INC1-4E8 ABOVE THE T1-4RE8HOLD OF THE DOOR '■ SAFETY NOTES: s� AIR RELIEF VALVE 1 1/2" POOL WASTE '1 �P` J PG 'N 1. ° SOIL NOTE: # • BASED ON A VISUAL INSPECTION OF,, THE SITE, SOIL CONDITIONS, ROCK AND BAN9ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PBF. HOWEVER, IF DURING EXCAvATION,,GONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. : MIN. 18" BELOW WATER LEVEL 2 "3 BARS ACROSS NICHE 1. A PERMANENT SAFETY WADING SIGN 81-4ALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI -5 -95. 2. THE WARNING SIGN, A�3. PER'ITEM 1 ABOVE, 61-4ALL WARN AGAINST SHALLOW WATER DIVING; THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: POOL FILTER WITH 100 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE EQUIPMENT ISOMETRIC NO SCALE 1� 8 THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WIN©OWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALAR1'1 WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA 81-4ALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. POOL WALL STEEL 1" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BODY BOND WIRE TO POOL STEEL UNDERWATER LIG+-IT DETAIL NO SCALE POOL DATA: NO SCALE NOTE: STEP STEEL NOT REQUIRED ifiL SAME SIZE o SUCTION PUMP /11 . Rg SU 1 10 �Q 0%. ,It).' 18" 12" 12" WATER LEVEL WEIR TURBO BOOST INLET STEP DETAIL, NO SCALE POOL COPING FAN AL_ MI 11.16 . V 1 HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED POOL DECK SKIMMER SECTION NO SCALE PROVIDE SCREEN MESH AT JOINT OPTIONAL 2" TILE OF CONTRASTING COLOR 1"2 " TURBO RETURN 2" SUCTION VENT DETAIL NO SCALE HYDROSTATIC UPLIFT 4 RISERS AT 10 " EACH MIN. - 15 SQ. IN. BASKET TOP OF POOL OR SPA COPING, WHICHEVER HIGHER NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE A8 SLAB THICKNESS REQUIRED. SNEEt '2 i :4. „ , • • moo whs. ! E .C.f .w +.. +. ... t cc- : . ti„ ._._•_._ i _I 4 / . \. 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