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BPPP-19-2293, 10603 NE 11th AveaE 0 P,1 ED �itce� (o Voo BUILDING PERMIT APPLICATION Miami 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 QBUILDING ❑ ELECTRIC ❑ ROOFING SE 13 BY: l l " FBC 20 Master Permit No. RCAJ Z-22Q 3 F�'F'1 '55- 2293 Sub Permit No ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10603 NE 11 Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1122320380390 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Residential Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): El Pllar Investment 2 LLC Phone#: 786-489-9333 Address: 250 Catalonia Ave Suite 507 City: Coral Gables State: FL Zip: 33134 Tenant/Lessee Name: Email hone#: CONTRACTOR: Company Name: Versatile Structure Phone#: 305-909-0934 Address: 250 Catalonia Ave Suite 507 City: Coral Gables State: FL Zip: 33134 Qualifier Name: Joel L. Perez Phone#: 305-970-4777 State Certification or Registration #: CGC1518777 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work:nil, C- Type of Work: ❑ Addition ❑ Alteration ■❑ New ❑ Repair/Replace ❑ Demolition Description of Work: New Pool Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen of such posted notice, the inspection will not be approved and a reinspection ill be charged. Signature _ Signature ,• OWNER or AGENT Aff, CONTRACTOR The foregoing instrument was acknowledged before me this day rn 20 �, by i 8 who is personally known to m or who has produced as identification and who did take an oath. Si Print: Seal: The foregoing }hstru nt was acknowledged before me this day o IkIf 20 Iq by QL�L. who is personally known to rwor who has produced as identification and who did take an oath. N04"ARV PU Prilff: vl"P KATHERINE SAIRON MACIAS Seal: ,_. MY COMMISSION # GG 270837 EXPIRES: October 24, 2022 •'� '� Bonded lbru Notary Public Undemitai ear****************************************************************** GU v Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Detail by Entity Name Page 1 of 2 Florida Pf.p r?mef of State Department: of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company EL PILAR INVESTMENTS 2, LLC Filing Information Document Number L19000030088 FEI/EIN Number NONE Date Filed 02/05/2019 State FL Status ACTIVE Principal Address 250 CATALONIA AVE STE # 507 CORAL GABLES, FL 33134 Mailing Address 250 CATALONIA AVE STE # 507 CORAL GABLES, FL 33134 Registered Agent Name & Address BUSTOS,JOSE 250 CATALONIA AVE STE # 507 CORAL GABLES, FL 33134 Authorized Person(s) Detail Name & Address Title AMBR BUSTOS,JOSE 250 CATALONIA AVE STE # 507 CORAL GABLES, FL 33134 Title AMBR PALACIOS, JUAN P 250 CATALONIA AVE STE # 507 CORAL GABLES, FL 33134 Title AMBR ABULARACH,LUTS 250 CATALONIA AVE STE # 507 CORAL GABLES, FL 33134 Divi SIGN OF GORPORFTIONS http://search. sunbiz. org/Inquiry/corporationsearchISearchResultDetail?inquirytype=Entity... 9/30/2019 Det.ail by Entity Name 1 Page 2 of 2 Title AMBR AMBULARACH, RODRIGO 250 CATALONIA AVE STE # 507 CORAL GABLES, FL 33134 Annual Reports No Annual Reports Filed Document Images 021t)51?.ti19 — Flaricfa t.imitecl Liability View linage in PDF format http://search. sunbiz.orglInquiry/corporationsearch/SearchResultDetail?inquirytype=Entity... 9/3 0/2019 Ron DeSantis Mlsslon: Governor To protect, promote & improve the health of all people in Florida through integrated Y' Scott A. Rivkees, MD state, county & community efforts. HEALTH State Surgeon General lflnlon : To be the Healthiest State in the Nation (Versatile Structure - Katherine Macia) 250 Catalonia Avenue Miami, FL 33134 RE: Contingency Letter Application Document No: AP! 446545 Centrax Permit Number: 13-SC-2005365 OSTDS Number: 10603 NE 11 Ave Miami, FL 33138 Lot: Block: October 22, 2019 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 10/03/2019 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Reviewed on 10/22/2019. No objection for pool construction as per your site plan. Property will remain with four (4) bedrooms. NO BEDROOM ADDITION. NO FLOW INCREASE. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (305) 623-3500. Sincerely, Gerard Philizaire, Environmental Manager Florida Department of Health www.FloridaHealth.gov in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: tldoh EXISTING WATER METER 2 PROPOSED. 4' NEW POOL ALUMINUM FENCE AREA 1 BY OTHERS . BY 48 Fi'TRASH OTHERS COLLECTOR A TANK 90.00' (R) POINT OF CONNECTION N 4 BACKFLOVV PR ENT BY OTHERS NEW POOL EQUIPMENT E 3 NEW SPA 8' 0 PAD Q F Qp 7X5 PROVIDE LANDSCAPING I AROUND POOL EQUIPMENT F_ ''. NEW EXIST. PAD TO OBSCURE IT FROM I SWIMMING 39'-7" DRAINFIELD VIEW I POOL EXIST.1050 GALL 15'X30' Q SEPTIC TANK 18'-5" c PROPOSED. 4' PROPOSED. 4' ;' •' 1 2 -: ALUMINUM FENCE ALUMINUM FENCE j BY OTHERS BY OTHERS POOLDECK I Q (PAVERS) PROPOSED. C.L.F. 4' HIGH PROPOSED. C.L.F. 4' HIGH SELF -CLOSING, SELFCLOSING. SELF-LATCHING GATE. I SELF - LATCHING BY OTHERS GATE. BY OTHERS I QONE STORY CBS v o Q2 2 RESIDENCE # 103fi1 0 o r o I Z WI Z EXIST. DRIVEWAY J } W PAVERS H W lL I 0 w LU a F_ OI W OL 0' EXISTING � DRIVEWAY '"\ EXIST. P NEL PAVERS L I �\ EXIST�LECTRICAL 0 MET W Z n nn!R1 POOL WATER EL.+6.50.0' NGVD STO CR241 WATERPROOF SWIMMING POOL NE 11th AVENUE SITE PLAN. scale 1"=20' DOMINICAN CORAL 6" 8" COPING POOL DECK BY OTHERS POOL DECK EL. +6.50' NGVD r R - - - BOTTOM OFTR( I I I I I I IEL. +6.66'NGVD 8" WALL W1 I-1 1 # 4@8" I EACH WAY.O.0 -@8 -III-� - I - DIAMOND -III-III-III- BRITE -III-III-III- ` 0%110,11,p MgVV III- - � p�.-'•JCENSf •'•:�� ��i No 82545 •••. STATE OF -� A -A GUTTER DETAIL i POF ••. fCORIDP•.� : ��`�: NG`0N PS-2 SCALE: 1"=V-0" ,O�IL. RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES (F.B.C.R4501.17 ) RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R4501.17.1 THROUGH R.4501.17.3 I- THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES 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 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 BEAT 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 4INCHES. 2- OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE. 3-SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NCT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. 4-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, THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-314 INCHES IN WIDTH. 5- WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES IN WIDTH. 6- WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES IN WIDTH. 7- MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1141NCH SQUARE UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 1-3/4 INCHES, 8- WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-3/4 INCHES. 9-ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R 4501.17.1.1 THROUGH R 4501.17.1.7 AND SHALL BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE. PEDESTRIAN ACCESS GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AND SHALL BE SELF -CLOSING AND HAVE A SELF -LATCHING DEVICE. GATESOTHERTHAN PEDESTRIAN ACCESS GATES SHALL RAVE A SELF -LATCHING DEVICE. WHERE THE RELEASE MECHANISM OF THE SELF -LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE, THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT LEAST 31NCHES BELOW THE TOP OF THE GATE, AND THE GATE AND BARRIER SHALL HAVE NO OPENING GREATER THAN 021NCH WITHIN 18 INCHES OF THE RELEASE MECHANISM. 10- WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY: 1. ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THEALARMSHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. 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. 2. OTHER MEANS OF PROTECTION, SUCH AS SELF -CLOSING DOORS WITH SELF -LATCHING DEVICES OR BOORS WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE THE THRESHOLD, WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY, SHALL BE ACCEPTED. WHEREAN 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 R4501.17.1.1 THROUGH R4501.17.1 9. AND R4501.17.1.12 THROUGH R4501.17.1.14 WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4INCH DIAMETER SPHERE. INDOOR SWIMMING POOLS. ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH R4501.17.1.9. PROHIBITED LOCATIONS. BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES, EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE BARRIERS. CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY TO THE ARCHITECTIENGINEER PRIOR TO ANY CHANGE REQUIERED. OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY REQUIERED REVISION TO THE PLAN. SOIL STATEMENT: FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD -BEARING CAPACITY OF 2000 PST. THE SOIL COMPOSITION AT THE SITE CONSISTS OF LIMEROCK MIXED WITH SANDY MATERTAL. AT THE TIME OF CONSTRUCTION AND AFTER THE GROUND HAS BEEN BROKEN A LETTER WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT A REGISTER PROFESSIONAL ENGINEER OR ARCHITECT HAS OBSERVED THE SITE AND THE SOIL CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN WAS BASED INPUT DATA OF POOL POOL SURFACE 450 (SO FT) POOL PERIMETER 90 FT. POOL CAPACITY 13,440 (GALLON) POOL PUMP SIZE 2.0 HE CARTRIDGE FILTER 460 .FT) POOL TUROVER 5.2 (HRS) DECK SURFACE 600 (SQ.FT) INLETS 6 UNITS SKIMMER N/A UNITS VACUUM 1 UNITS UNDERWATER LIGHT 4 UNITS CHLORINATOR 1 UNITS GAS HEATER NIA UNITS INPUT DATA OF SPA SPA SURFACE 35 (SO.FT) SPA PERIMETER 20 FT. SPA CAPACITY 375 (GALLON) SPA JET PUMP SIZE 1.0 HE CARTRIDGE FILTER 250 SQ.FT) SPA TUROVER 0.15 (HRS) THERAPHY JETS 6 (SQ.F) INLETS" 2 UNITS SKIMMER NIA UNITS VACUUM NIA UNITS UNDERWATER LIGHT 1 UNITS Digitally signed by Alejandro Maulini DN: c=US, st=Florida, _, 1=Miami, o=Alejandro Maulini cn=Alejandro �BrkTll 1DT-+ALV►S POOL GENERAL NOTES. 1, SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C. 2017 RESIDENTIAL AND ANSIINSPI48, ANSIINSPL5 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615. GRADE 60 3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. C ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL. 5, DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR DISCHARGE. 6. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. 7. GRATE AT MAIN DRAIN SHALL HAVE FREE AREA FOUR TIMES THE AREA OF SUCTION LINE. 8, HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF THE SUCTION LINE (4"DIAL MIN.). 9. ALL FLOOR 8 WALLS OF POOL TO BE PNEUMATICALLY APPLIED GONG. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. E ALL RENE STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 11. ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 12, IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHINGANDIOR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 13, THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 14, 00 NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 15, TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHR NHEIT. SITE PREPARATION 1.EXCAVATION SHALL REMOVE ALL GRASS. WEEDS, ROOTS, AND ANY DEBRIS.. 2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 3, SAND AND LIME ROCK SOIL CAN BE STOCKEDPILED AND USED AS BACKELL. 4. ONCE THE ORGANIC LAYER HAS BEEN REMOVED, THE DEMUCKED SURFACE SHALL BE COMPACTED. 5. FILL THEM IN LIFTS NOT EXEEDING 12 INCHES IN LOOSE THICKNESS. 6. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION EQUIPMENT. 7. FILL SHALL CONSIST OF CLEAR SAND AND LIME STONE OR GRAVEL. FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE OF Y AND NO MORE THAN 10 % PASSING THE No. 200 SIEVE. ELECTRICAL NOTES 1. INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM. INSTALL DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50' OF FUSED SWITCH AT SERVICE POINT. ELECTRICAL LIGHT CONNECTION TO COMPLY WITH NEC 660-1575 ART. 68L 2. ALL METALLIC PARTS OF THE WATER STRUCTURE, INCLUDING CONDUITS, PIPING SYSTEM, REINFORCING STEEL OF THE POOL SHELL, COPING STONES, DECK, FIXTURE HOUSING, LADDERS AND THEIR SUPPORTS SHALL BE BONDED TO A COMMON BONDING GRID AND GROUNDED TO A COMMON GROUND [680.26(C)I. BOUNDING CONDUCTORS SHALL NOISE SMALLER THAN A #8 COPPER WIRE. 3. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 4. NO RECEPTACLES SHALL BE INSTALL WITHIN 10' OF DISTANCE OF WATER EDGE. 5. ALL DISCONNECTING MEANS [ARTICLE 4041 AND SWITCHES MUST BE LOCATED AT LEAST 5 FT. HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY SOLID FENCE, WALL, OR OTHER PERMANENT BARRIER [680.22(C)1. PUMP MOTOR ENERGY EFFICIENCY REQUIREMENTS TO COMPLY WITH F.B.C. 403.9 i. PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS. 2. CONTROLS NEED TO BE CAPABLE OF OPERATING AT A MINIMUM OF TWO DIFFERENT SPEEDS. 3. DE FAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED. THE HIGHER -SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. 4. SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEUS DURING PERIODS OF USABLE GAIN. 5. SIZE THE PUMP BASED ON: POOL GALLONS/360 MINUTES AND SELECTING. A PUMP FROM EITHER THE APSP OR DEC DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO OR LESS THAN CALCULATED FILTRATION FLOWRATE, 6. A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL FILTRATION PUMP ONLY DURING OFF-PEAK PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC PUBLIC HEALTH STANDARDS. 7 FILTERS MUST HAVE A MINIMUM AREA BASED ON THE HOUR TURNOVER FLOW RATE. 1)POOL GAU360=FLOW RATE (IN GPM) 2) DIVIDE GPM BYA NUMBER SHOWN TO FIND THE FILTERS MINIMUM SO FEET CARTRIDGE=375 SAND=15 DE=2 8. MINIMUM DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE DIAMETER OF THE RETURN PIPE, WHICHEVER IS GREATER 9 SWEEP ELBOWS ARE RECOMMENDED, 10. RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE RETURN LINE AND 6 FPS IN THE SUCTION LINE. AND ALSO MEETS VGBIANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS. 11. POOL PUMP MOTORS SHALL NOT BE SPLIT PHASE. SHADED -POLE OR CAPACITOR START INDUCTION TYPE RUN TYPES. HEATERS FOSSIL FUEL [GAS i. 78% MINIMUM FUEL EFFICIENCY FOR GAS -FIRED AND OIL FIRED POOL HEATERS. 2. NO STANDING PILOTS FOR NATURAL OR LP GAS HEATERS. HEATPUMPS 3. 4.0 MINIMUM C.O.P. AS PER AHRI 1160 LOW TEMPERATURE TEST. 4. ALL HEATERS MUST BE EQUIPPED WITH A READILY ACCESSIBLE ON/OFF SWITCH ON THE OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING IT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING. FILTRATION AND PLUMBING 1. DESIGN FLOW RATE MUST NOT TURN OVER POOL WATER VOLUME IN LESS THAN SIX HOURS OR 36 GPM, WHICHEVER IS GREATER. 2. WATER FLOW VELOCITY AT A MAXIMUM FLOW RATE MUST NOT EXCEED 8 FOSEC IN THE RETURN LINE AND 6FTISEC IN THE SUCTION LINE. 3. SOLAR ACCESS STUBS MUST BE SEPARATED BY A MINIMUM 'Y (HORIZONTAL OR VERTICAL) OF STRAIGHT PIPE. 4. BACKWASH OR MULTI -PORT VALVES MUST BE A MINIMUM OF TOR THE DIAMETER OF THE RETURN PIPE, WHICHEVER IS GREATER. 5. DIRECTIONAL INLET FITTINGS ARE REQUIRED. 6. FOR POOL FILTRATION PUMPS, A LENGTH OF STRAIGHT PIPE THAT IS AT LEAST 4 PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. RESIDENTIAL SWIMMING POOL ALARMS (F.B.C.R4501.17.1.9) RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH FLORIDA STATUTES 51527 1-ALL DOORS AND WINDOWS PROVIDING DIRECTACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 IDS A AT 10 FEET. PUMP CONTROLS 1. ALL RESIDENTIALFILTRATION PUMP CONTROLS FOR USE WITH A MULTI -SPEED PUMP MUST HAVE THE CAPABILITY OF OPERATING A MINIMUM OF TWO SPEEDS WITH A DEFAULT TO THE LOWERIFILTRATION SPEED AFTER ONE NORMAL FILTRATION CYCLE OR 24 HOURS, WHICHEVER IS LESS, (IF EXISTING CONTROLS ARE REPLACED, THE NEW CONTROLS MUST MEET REQUIREMENT.) Maulini, �� AL DESCRIPTION email=amaulini@gmail Approved Date MI SHORES ESTATES PB 47-58 LOT 11 BLK 4 LOT SIZE 75.000 X 130 .Com Disapproved Date -_-- ---BR 18776-212B 091999 1 COC 22173-3321 03 20041 Date: 2020.04.23 TAKEN OF THE PUBLIC RECORD OF DADE COUNTY, FLORIDA. 12:34:12-04100' FOLIO NO.24-5205-001-3220 CLala W a m 0 r J N n Q N N M DO [e r Z Wes_ o�O Q UNa r LU J�N� W JQ M PS-1 PROJECT 4125 tL NOTE#1 (POOLTHICKNESS) PNEUMATICALLY PIACED CONC. TOP BOTT, WALLTHICKNESS 8" 8" FLOOR THICKNESS 8" 8" CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY TO THE ARCHITECTIENGINEER PRIOR TO ANY CHANGE REQUIRED, OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY REQUIRED REVISION TO THE PLAN. Digitally signed by Alejandro Maulini RO..... DN: c=US, st=Florida, �� 1=Miami, o=Alejandro ALL DOOR& WINDOWS TO HAVE ALARMS No 82545 Maulini, cn=Alejandro ALL DOORS AND WINDOWS PROVIDING * * * DIRECT ACCESS FROM THE HOME TO THE i = = Maulini, POOL SHALL BE EQUIPPED WITH AN EXIT .: A; STATE OF email=amaulini@gma ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 :•� FlOB1DP.,: 'aF,,�.` DB A AT 10 FEET (3048 MM). ANY . A N, ILCOm DEACTIVATION CH LLTED BE CATHE ,`�� i"ION11 ; Date: 2020.04.23 ATACLEAST INCHES ABOVE THRESHOLD OF THE ACCESS SEPARATE ALARMS ARE NOT REQUIRED FOR EACH 12:41:45-04'00' DOOR OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT ANY OPENING. TO ROCK FILLED iu uv�rcrwvv ruinr DRIVE WELL PLAN VIEW OVERFLOW TO WASTE HINGED LOCKABLE COVER POOL WATER —--------- — STATIC WATER EL>6.50'(NGVD) = LEVEL FINISH GRADE ------- __ ---- OPERATING WATER EL. +4.84' (NGVD) = SEE DETAIL 1 = ON THIS SHEET L CITY WATER SUPPLY SUCTIONS GUTTER SECTION A -A s F400 POOL COLLECTOR TANK SP-2 SCALE: N.T.S. POOL EQUIP. COLLECTO SEE DETAIL TANK ON THIS SHEET 30'-0" 22'-0„ PR PERK LINE TRASH NOTE: AREA R4501.fi.1. CONFORMANCE STANDARD, DESIGN BY OTHERS CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSIINSPI 3; ANSIINSPI4; ANSIINSPA5; ANSIINSPI6 AND ANSIIAPSP7. Al 18`1 3.0'FT 3m'FT POOL M.D WATER LEVEL DEPTH --*6.50'N.G VD. 5.0' FT 3.0' FT SPASWIMMING LAY -IN AREA 91, DEEP NEXXUS LED -- ' POOL LIGHT oeaF T .(( (TYPICAL OF 4) Q PAVERS +6.50' N.G.V.D 4- 8" POOL WALL WI q4 @ 8" VERTICAL #4 @ 12" HORIZONTAL DID ROBERTS VALVE EXISTING RESIDENCE POOL LAYOUT & AREA PLAN scale 1/8"=1' SLIP -RESISTANT CONTRASTING. TILE 3"MIN ATMOSPHERIC GAP. NOSING ON LEADINI DIRECT CROSS CONNECTIONS EDGE ARE PROHIBITED ROBERTS VALVE WITH LONG — - ARM FLOAT STATIC POOL W.L. +i O LEVEL RECOMMENDED OPERATING = Q Al W.L. LEVEL =BACKFLBOYW 1" WATER FILL LINE WALL OF COLLECTOR TANK 1 AUTOMATIC WATER LEVEL SP-2 SCALE: N.T.S. CONTROL DEVICE DETAIL GFI I WP 6'MINI 20'MAX FROM WATER EDGE EL. + 6.50' N.G.V.D OF POOL COPING EL. + 6.50' N.G V.D SOP OF WATER SWIMMING POOL SLOPE 1:7 � 8" SHOTCRETE SLAB REINFORCED WITH 1t4 AT 8" EACH WAY, OPOOL SECTION SCALE: 1/4"=1'4" F— POOL WATER LEVEL SPA ,[j\G PLvE'71111:M Approved Date - STAIR STAIR DE 0 SCALE 1,2„_,,_D„ aPPr©ved T�ate 8" POOL WALL WI #4@8" VERTICAL #4 @ 12" HORIZONTAL CIC W a m � � 3 0 PS-2 APR 2 PROJECT If 4125