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EL-12-1871_Plans Miami shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MiAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by �� 'v to perform special inspector services under the Florida Building Code at the project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: > SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) • SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) • SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundam@ntal Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores village Building Department of any changes regarding authorized personnel performing inspection services. 1, (we) understand that a Special inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a seated statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name yzc )l�-_ rr�— A 0255;l ddressl071(v low 8�W S- /!L► • - ��17� DATE: Z-- Phone No. Created on 6110/2009 9149' 93.49 - 9319 93.49' 92-5d SO-CO' =DENOTES MEASURE (R) -DENOTES RECORD R/W =DENOTES RIGHT-OF WAY C � I =DENOTES UTILITY EASEMENT P B. =DENOTES PLAT BOOK PG. =DENOTES PAGE 4 ! 3 / 2 0� 1 Scale: I" = 1_O' 2-1_1* A-vTNHE e �i-- =DENOTES IRON FENCE '�' 21' .Aspnat Pcvemenr >" �J , - — -+ --- .--1 -13t# - --- A�4ENU - 9149' 93.49 - 9319 93.49' 92-5d SO-CO' =DENOTES MEASURE (R) -DENOTES RECORD R/W =DENOTES RIGHT-OF WAY C � I =DENOTES UTILITY EASEMENT P B. =DENOTES PLAT BOOK PG. =DENOTES PAGE 4 ! 3 / 2 0� 1 CD 3 =DENOTEESWOOD FENCE 2-1_1* A-vTNHE e �i-- =DENOTES IRON FENCE '�' 21' .Aspnat Pcvemenr >" �J , �- — �r c - � C Brick — 20' Pcrkway 93.49' I 93_19' 931( % 93-49' 925_.5 127 17' BISCAYNE BAY 4LC,fi4✓�V���r/�r//V; FOLIO: 1 1-3205-1](39-0430 LOT 3,BLOCK 4, 'EARLETON SHORES',ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 43,Al PAGE 80,OF THE PUBLIC RECORDS,OF MIAiMI-DADE COUNTY,FLORIDA. P�PJPE,�Ty�OD�ESP 9901 N.E. 13th AVENUE,MIAMI SHORES,FLORIDA 33138 FLOOD ZG11lE:WE' COMMUNITY: 12C652 PANEL 0306 DATE OF HRM:09-11-21]1]9 SUFFIX:L ELEVATION: 11.0 FEET �EV"��r NdrEs 1)LEGAL DESCRIPTION PROVIDED BY OTHERS, 2)EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS.IF ANY.AFFECT THIS PROPERTY. 3)THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4)UNDERGROUND PORTION OF FOOTING,FOUNDATIONS OR OTHER INIPROVLMEINTS WERE NOT LOCATED. 5)ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. 6)WALL TIES ARE THE FACE OF THE WALL. 7)FENCE OWNERSHIP NOT DETERMINED. 8)BEARINGS REFERENCED TO LINE NOTED AS B.R. 9)BOUNDARY SURVEY MEANS A DRA'NING AND/OR GRAPHIC REPRESc1TATION OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AMID/OR NOT TO SCALE 10)NO IDENTIFICATION FCUND ON PROPERTY CORNERS UNLESS NOTED. 1 1)NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. 12)DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 13)ELEVATIONS IF SHOWN ARE BASED UPON N.G-V-D. 1929 UNLESS CTHERVjISE NOTED. 14)THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 15)THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIES NAME HEREON.THE CERTIF'.CATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. 16)BENCHMARK:B-4130 _ ELEVATION:3 2B FEET LOCATION:N.E.99th STREET&U.S.HWY_� (Biscayne 3lvd.) C6E 7_1Fi6471L NL ,i IR%-EY"R N t-ERTIFIC 3 1­104 I LiER- BY CERTIFY T' XT THII"Bo UNDARY glRLEY""h-ATR(IE ANDI:r RRE(-7T -PtE5E5TAT1)VOFA:URyEY PREPARED UNDER 1 AI.. 131,WITH THE YLINEMLIM TECHNICAL,,T.irD.+.NrL?i, Sri F�:R�1`�rFiYT� Z/.T ATE()F FLORIDA BOARD OEPRO FEiAuNA� EYl R) VNr- PERp!'CH_APFcR61Gl:- ,FLURIDA iDM NII;TR.ATIY E CI`UG P!IR>ILVNT�t <Ei�i 1 9N t,Y.O_;,FLr)RID.A�CATUTES. SKI-NED , Fc;K 1FIE FIRM vlll:LIELtz Pl l�/C; I 2 _NVT d,.iIQI <lATEOFFLORIDA / I 1 NCT V�D W ITF+GUT AF AlahE ITIC EL�CTRCNIC S�+ATURE AND AUTHENTICATED ELECTR NIC SEAL-AD/CR IHIS v AP'S`iC VAU ITHCUT THE SIGNATURE AND THE G GINAL RASED SEAL CF A-EIC_.)SE BUR`/.Y R AND MAPPER e6efilry 0. ADAM S. GROPPER KARI A. GROPPER �FBc3t' I//�fT/0�t/S�f�i/D Lr"ySUo A/C =CENOTES AIR CONDITIONING UNIT CONC. -DENOTES CONCRETE (M) =DENOTES MEASURE (R) -DENOTES RECORD R/W =DENOTES RIGHT-OF WAY C =DENOTES CENTERLINE =DENOTES UTILITY EASEMENT P B. =DENOTES PLAT BOOK PG. =DENOTES PAGE © =DENOTES WATER METER �> =GENOTES SY000 POWER POLL —a — =DENOTEESWOOD FENCE 2-1_1* A-vTNHE e �i-- =DENOTES IRON FENCE '�' 21' .Aspnat Pcvemenr >" �J =GENOTES FOUND IRON PIPE(NO!D) �- — �r c - � C Brick — 20' Pcrkway Q °00'00"E CD 500 93. +9' —=-_d — — — ourd 7/2' % 37 co' j 2 sv e6efilry 0. ADAM S. GROPPER KARI A. GROPPER �FBc3t' I//�fT/0�t/S�f�i/D Lr"ySUo A/C =CENOTES AIR CONDITIONING UNIT CONC. -DENOTES CONCRETE (M) =DENOTES MEASURE (R) -DENOTES RECORD R/W =DENOTES RIGHT-OF WAY C =DENOTES CENTERLINE U.E. =DENOTES UTILITY EASEMENT P B. =DENOTES PLAT BOOK PG. =DENOTES PAGE © =DENOTES WATER METER �> =GENOTES SY000 POWER POLL —a — =DENOTEESWOOD FENCE =DENOTES CHAIN LINK FENCE =DENOTES IRON FENCE —OH— -DENOTES OVERHEAD WIRES �J =GENOTES FOUND IRON PIPE(NO!D) =DEVOTES FOUND NAIL AND DISC ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. /vp:G Z- ESPlIfom Z14,i0 S(�1,P(/ ylllf� mf e PROFESSIONAL SURVEYOR AND MAPPER IC665 S.+ lWth STREET.SUITE 3111 MIAMI FLORIDA 33157 PHONE(3135)262-21;92 FAX ;3135)96.1-93103 Original Date: Fieid date: Revision Date: Drawn by: I Job Nio. C5/03/2012 05,C2;2012 1 05/03/2012 R.U. S-9975 Najd Pk- � a'S Brick Cnvewcy — k —=``'1 9.90' --__ 3.7'� — "--- �- ---�' "., 23.40' r 3' 3 P 23.55 — � %ii rile ri, 10.59' _v'Q F-F.Elev.5.56' 26.00' o A/C M 0 1 �3 9' 14 20' Lz; °� a C - Q AjC C�� 2-STORY- 13MI.D1NG 14.20 ❑o r J ° Residence No.9901 33' G O F.F.Elev.9.03 teet I 9.90' 3 8' o N L r 91 nn' 1039' Q c. c -b) W Tile Ai ea �' 2940' 'o �4.2' 19 20• -0 file Area Steps * k% Steps BBQ v � ' The Area c� I i i Q25 Found Noll&Disc \ 30-✓ .\ ' 22 B' ° N00 000'00"W 93.+9' o I BISCAYNE � BAY O/ 11].00' Iron Pipe No Id 207 1 I^ \ 1 i /�!/ P �F SGI vz� / LL L Scale: I` = 25' U+ s U f _o J C� d L.. 3 Found Null&Dc OUTDOOR SUJIMMINC� B�RRIR WHERE THE BARRIER 15 COMPOSED OF HORIZONTAL AND WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF PROHIBITED LOCATIONS. VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE ONE OF THE FOLLOWING SHALL APPLY: SECTION R4101.11 MAY BE UTILIZED AS PART OF OR ALL OF THE GOl"1fOLYING WITH 84101.11.1.1 THROUGH 84101.11.1.14. HORIZONTAL MEMBERS 16 45 INCHES (1143 MM) OR MORE, SPACING 'BARRIER' AND SHALL BE CONSIDERED A 'NONDWELLING' WALL. A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). ALL DOORS AND WINDOW5 PROVIDING: DIRECT ACCESS FROM THE REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM BARRIER NONREMOVABLE WITHOUT THE AID OF TOOLS. HOME TO THE SWIMMING POOL. THE TOP OF THE BARRIER SHALL BE AT LEAST 4a INCHES (1219 MM) SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 13/4 INCHES (44 COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH MM) IN WIDTH. RATING OF 85 DB A AT 10 FEET (3048 MM). THE EXIT ALARM SHALL THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL PRODUCE A CONTINUOUS AUDIBLE WARMING WHEN THE DOOR AND ITS POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER MAXIMUM MESH 51ZE FOR CHAIN LINK FENCES SHALL BE A 21/4 SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER ENCLOSURE SURROUNDING: THE YARD UNLESS TIRE FENCE, WALL,OR SHALL BE 2 INCHES (51 MM)MEASURED ON THE SIDE of THE BARRIER INCH SQUARE (51 MM)UNLE55 THE FENCE 15 PROVIDED WITH SLATS THE DOOR 16 OPENED AND BE CAPABLE OF BEING HEARD OTHER ENCLOSURE OR PORTION THEREOF 18 SITUATED ON THE ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE VICENTE FRANCO WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE PERIMETER OF THE POOL, 16 BEING USED AS PART OF THE BARRIER, FEATURES SUCH AS BULKHEADS, CANALS, LAKES,NAVIGABLE WATERWAYS, ETC., THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT NO MORE THAN 13/4 INCHES (44 MM). ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO AND MEETS THE BARRIER REQUIREMENTS OF THUS SECTION. ADJACENT TO A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH PERMITTED AS A BARRIER WHEN APPROVED BY THE AUTHORITY HAVING WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, WHERE THE BARRIER 15 COMPOSED OF DIAGONAL MEMBERS, THE DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY JURISDICTION.WHEN EVALUATING SUCH BARRIER FEATURES, THE AUTHORITY MAY P.E. 62531 THE MAXIMUM VERTICAL CLEARANCE BETWEEN `THE TOP OF THE POOL MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES (1312 FROM THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR PERFORM ON-SITE INSPECTIONS AND REVIEW EVIDENCE SUCH AS SURVEYS, STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES NO MORE THAN 13/4 INCHES (44 MM). MM)ABOVE THE THRESHOLD OF THE DOOR SEPARATE ALARMS ARE MEDICALLY FRAIL ELDERLY PERSON WHO MAY MANAGE TO AERIAL PHOTOGRAPHS,WATER MANAGEMENT AGENCY STANDARDS AND (102 MM) ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND CENTRAL REQUIRED ARM R EACH SOUND DOOR WHEN CONTACT III- IS BROKEN AT ANDYTO A WATER.SSUFFICIENTTLYRAWAY FROMTHEDWIATER'S EDGE SHALL MEAN NO MIINIIMUM A E FOLLOWING:Y OTHER SIMILAR DOCUMENTATION 70 VERIFY, At A 10776 N.W 84 LN #5 THE BARRIER MAY NOT HAVE ANY GAPS,OIPENINGS, 5HALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 84101.11.1.1 OPENING. LESS THAN 20 INCHES (508 MM)FROM THE BARRIER TO THE WATER'S 1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR � INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT THROUGH R4101.11.1.1 AND SHALL BE EQUIPPED WITH A SELF-LATCHING EDGE. DWELLING OR NONDWELLING WALLS INCLUDING SCREEN ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF MIAMI, FL, 33178 COULD ALLOW A YOUNG CHILD TO CRAWL UNDER SQUEEZE THROUGH, LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE EXCEPTIONS: ENCLOSURES, WHEN USED AS PART OR ALL OF THE 'BARRIER' AND PROTECTION AS THAT PROVIDED BY THE CODE. OR CLIMB OVER THE BARRIER AS HEREIN DESCRIBED BELOW. ONE THE DEVICE RELEASE 15 LOCATED NO LESS THAN 54 INCHES (1312 A. SCREENED HE PROTECTED WINDOWS HAVING A FROM THE SILL MEETING THE OTHER BARRIER REQUIREMENTS,MAY BE AS CLOSE TO END OF A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE MM)FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE HEIGHT OF NI INCHES OR MM)OR MORE MEASURED FROM THE THE WATER'S EDGE AS PERMITTED BY THIS CODE. 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS (305) 305 5631 WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT INTERIOR FINISHED FLOOR At THE POOL ACCESS LEVEL. ALLOW PASSAGE OF A 4-INCH-DIAMETER 1102 MM)SPHERE. MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND 50 B. WINDOWS PAGING THE POOL ON FLOOR ABOVE THE FIRST A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF It 70 THE SWIMMING POOL OR SPA. PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER STORY. DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE SOLID BARRIERS WHICH DO N07 HAVE OPENINGS SHALL NOT THE TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN C. SCREENED OR PROTECTED PASS-THROUGH KITCHEN WINDOWS CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL 42 INCHES (1061 MM)OR HIGHER WITH A COUNTER BENEATH. CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. HAVE NO OPENING GREATER THAN 1/2 INCH (12.1 MM)WITHIN 15 INCHES ALL DOORS PROVIDING DIRECT ACCE65 FROM THE HOME TO THE 1451 MM)OF THE RELEASE MECHANISM. POOL MUST BE EQUIPPED WITH A SELF-CLOSING, SELF-LATCHING WHERE THE BARRIER 16 COMPOSED OF HORIZONTAL AND DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING INSTALLED A VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE MINIMUM OF 54 INCHES (1312 MM) ABOVE THE THRESHOLD, WHICH 15 HORIZONTAL MEMBERS IS LESS THAN 45 INCHES (1143 MM), THE APPROVED BY THE AUTHORITY HAVING JURISDICTION. HORIZONTAL MEMBERS SHALL BE LOCATED ONI THE SWIMMING POOL WHERE AN ABOVEGROUND POOL STRUCTURE 15 USED AS A PROJECT NUMBER SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL BARRIER OR WHERE THE BARRIER 16 MOUNTED ON TOP OF THE POOL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH. WHERE THERE ARE STRUCTURE, AND THE MEANS OF ACCE55 IS A LADDER OR STEPS, THE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, o. DATE ' REVISIONS B THE CUTOUTS SHALL NOT EXCEED 13/4 NCHES ('44 MM) IN WIDTH. 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 R4101.11.1.9 AND SECTIONS 84101.11.1.12 THROUGH 84101.11.1.14.WHEN THE LADDER OR 5TEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER (102 MM)SPHERE. NEW DECORATIVE 4 ft- HEIGHT GATE WITH SELF CLOSER AND SELF LATCHING W/ LOCK DEVICE. is 54' FROM GRADE LEVEL-BY EXISTING SEPTIC TANK OTHERS IN 5EPARATE PERMIT EXISTING C55 WALL APPROVED 4' HT TO REMAIN 3' HT TO REMAIN EXISTING CBS WALL EXISTING 4 FT H. W i ALLS DRAWN II TO REMAIN � DATE SCALE WATER METER PLANTING _ _ _ EXISTING: DRAIN FIELD _ _ _ _ LINE — I I — _gX5TIN1CsWATER AREA I I EX. SEPTiC TANK �EXI TIN TO REMAIN EXISTING dAVIT A/C EQUIPMENT TO REMAIN M I r I 0 EXISTING 5 AB TO BE REMOVED BY POOL LL. E L M I CONSTRUCTION CONTRACTOR PRIOR POOL J LL 0 ��� W I PLANTING W 0 � a � AREA EXISTING BBa AREA TO BE DEMOLI51-4 RESIDENCE G) E I5TING $ AWAL — — / L, � �<' PLANTING W /EXISTIN _- � < AREA W W DAVIT � �, j < < < < °( H L .i l7�PA,R'1"?�AEhI�'C EXISTING <<<<<<<<<<<i `W� W M 12" 12 PORCH TO '1.�� > REMAIN ,�- -°- <<<<<<<<<<< < < < < <�<� �.. Z HOLE IN FLOG PORCH o� < O o � FOR UMBRELL a <<<<<<<<<<< � � 5HALL0 <<<�<�<�<�< M LOUNG j <<<<<<< 12' DEEP < < < < • <<<<<<< <<<<<<<<< I W I 231-5" < < < < << - I , ,� < < < < < i 117-2 < < < < <� l 24" -- I I DROP I i I II� I i 12" 1-X157iNG This drawing is the property of LF SET FLANTER TO REMAIN scn t torbe�reproduced or copied I A K 12" in whole or in part it is not to I Q I B G _ W 10'-5" METER EXISTING ELECTRIC be used on any other project and / I - is to be returned on request. / OR E STEP SEAL SIGNATURE W d STEP 1-7 POOL EQUIPMENT SLA 1 1 - MM WA7Ek WALL PROVIDE POOL MESH W EX TiNG OGONU -°o AROUND POOL A/G A/G — EkIST�NCs U'G TO �Ei"1AIN \ — ELECT SET � COMPLY WITH SEC. 424.2.1 FBC. --_. VICEN'TE FRANCO 1 BACK ti — RiC SERVICES P.E. 62531 ! / TO REMAIN — — — — — 10776 N.W 84 LN#5 1 1 - I � MIAMI,FL,33178 (305)305 5631 EXISTING WALLS I 3 HT. TO NEW DECORATIVE 4 ft- HEIGHT REMAIN GATE WITH SELF CLOSER AND SHEET TITLE SELF LATCHING W/ LOCK DEVICE. I a 54' FROM GRADE LEVEL-BY EXISTING CHAIN OTHERS IN SEPARATE (PERMIT LINK FENCE 4' HT. LEA,4L DE,5CR1RT f Oil: 317E FLAB EARLE70N SHORES PB 43-80 L07 3 BLK 4 LOT SIZE 93.490 X S P� 150 OR 19564-2119 03 2001 1 OR 21120-2565 0511 01 SHEET ID.: 1 of 4 �../ � G I,,ri �1 � OUTpOOR SI,UIMM11� � BAe1�lER WHERE THE BARRIER 15 COMPOSED OF HORIZONTAL AND WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF PROHIBITED LOCATIONS. VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE ONE OF THE FOLLOWING SHALL APPLY: SECTION R4101.11 MAY BE UTILIZED AS PART OF OR ALL OF THE COMPLYING WITH R4101.11.1.1 THROUGH R4101.11.1.14. HORIZONTAL MEMBERS 16 45 INCHES (1143 Mt-1) OR MORE, SPACING 'BARRIER' AND SHALL BE CONSIDERED A 'NONOWELLING' WALL. A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE STRUCTURE,EQUIPMENT,OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM BARRIER NONREMOVABLE WITHOUT THE AID OF TOOLS. ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 13/4 INCHES (44 COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE MM) IN WIDTH. RATING OF 85 DB A AT 10 FEET (3048 MM). THE EXIT ALARM SHALL THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS POOL AND MUST BE SEPARATE FROM ANY FENCE,WALL, OR OTHER CLEARANCE BETWEEN GRADE AND THE 50TTOM OF THE BARRIER MAXIMUM P'lE5H SIZE FOR CHAIN LINK FENCES SHALL BE A 21/4 SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR SHALL BE 2 INCHES 151 MM)MEASURED ON THE SIDE OF THE BARRIER INCH SQUARE 151 MM)UNLESS THE FENCE 16 PROVIDED WITH SLATE THE DOOR IS OPENED AND BE CAPABLE of BEING HEARD OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE VICENTE FF ANCO WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF FASTENED AT THE OOP OR BOTTOM WHICH REDUCE THE OPENINGS TO THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE PERIMETER OF THE POOL, IS BEING USED AS PART OF THE BARRIER FEATURES SUCH AS BULKHEADS, CANALS,LAKES,NAVIGABLE WATERWAYS,ETC THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT NO MORE THAN 13/4 INCHES (44 MM). ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS 70 AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. ADJACENT TO A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE GROUND LEVEL OR MOUNTED ON 70P OF THE POOL STRUCTURE. TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH PERi11ITTED AS A BARRIER WHEN APPROVED BY THE AUTHORITY HAVING WHERE THE BARRIER 16 MOUNTED ON TOP OF PO POOL STRUCTURE, WHERE THE BARRIER 16 COMPOSED OF DIAGONAL MEMBERS, THE DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY JURISDICTION. WHEN EVALUATING SUCH BARRIER FEATURES, THE AUTHORITY MAY P.E. 62531 THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE OOP OF THE POOL MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES (1312 FROM THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR PERFORM ON-51TE INSPECTIONS AND REVIEW EVIDENCE SUCH AS 5URVEY8, THE MAXI E AND THE AL CL i OF THE BARRIER SHALL BE 4 INCHES MA MORE THAN 1 G INCHES 144 MM). MM) ABOVE THE THRESHOLD OF THE DOOR SEPARATE ALARMS ARE MEDICALLY FRAIL ELDERLY PERSON WHO MAY MANAGE TO AERIAL PHOTOGRAPHS, WATER MANAGEMENT AGENCY STANDARDS AND (102 MM) NOT REQUIRED FOR EACH DOOR OR WINDOW IF SENSORS WIRED TO A PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION TO VERIFY, AT A ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT ANY WATER SUFFICIENTLY AWAY FROM THE WATER'S EDGE 8HALL MEAN NO MINIMUM, THE FOLLOWING: 10 /�7 /�7 6 N,W 84 LN #5 THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 84101.11.1.1 OPENING. LESS THAN 20 INCHES (508 MM)FROM THE BARRIER TO THE WATER'S 1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT THROUGH R4101.11.1.1 AND 8HALL BE EQUIPPED WITH A 6ELF-LATCHING EDGE. DWELLING OR NONDWELLING WALLS INCLUDING SCREEN ALTERATIONS AND 16 CAPABLE of PROVIDING AN EQUIVALENT LEVEL OF MIAMI, FL, 33178 LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE EXCEPTIONS: COULD ALLOW A YOUNG CHILD t0 CRAWL UNDER SQUEEZE THROUGH, ENCLOSURES, WHEN USED AS PART OR ALL OF THE 'BARRIER AND PROTECTION AS THAT PROVIDED BY HE CODE. OR CLIMB OVER THE BARRIER AS HEREIN DE&CRIBED BELOW. ONE THE DEVICE RELEASE 15 LOCATED NO LESS THAN 54 INCHES 11312 A. SCREENED OR PROTECTED WINDOWS HAVING A FROM THE SILL MEETING THE EDGER BARRIER REQUIREMENTS,MAY BE A8 CLOSE 70 END of A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE �)FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE HEIGHT OF 48 INCHES (1219 MM) OR MORE MEASURED FROM THE 7HE WATER'S EDGE AS PERMITTED BY THIS CODE. 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS (305) 305 5 WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL. A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT TO THE SWIMMING POOL OR SPA. ALLOW PASSAGE OF A TOOLS. OPENINGS IN 1102 MMJ SPHERE. PLACED THAT It CANNOT BE REACHED BY A YOUNG CHILD OVER B• WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS t0 PROVIDE THE 70P OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. STORY. DIRECT ACCESS FROM THE HOME 70 THE SWIMMING POOL. SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN C. SCREENED OR PROTECTED PASS-COUNTER KITCHEN WINDOWS CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL 42 INCHES (1061 MM)OR HIGHER WITH A ACCESS FROM BENEATH. CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. HAVE NO OPENING GREATER THAN 1/2 INCH (12.1 MM)WITHIN IS INCHES ALL DOORS PROVIDING DIRECT ACCE58 FROM TEE HOME TO THE POOL MUST BE EQUIPPED WIDH A SELF-CLOSING, SELF-LAOCRING (451 MM)OF THE RELEASE MECHANISM. WHERE THE BARRIER 16 COMPOSED OF HOFQIZONTAL AND DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING INSTALLED A VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE MINIMUM OF 54 INCHES (1312 MM)ABOVE THE THRESHOLD, WHICH 15 HORIZONTAL MEMBERS 18 LESS THAN 45 INCHES (1143 MM), THE APPROVED BY THE AUTHORITY HAVING JURISDICTION. HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL WHERE AN ABOVEGROUND POOL STRUCTURE 18 USED AS A PROJECT NUMBER SIDE OF THE FENCE.SPACING BETWEEN VERTICAL MEMBERS SHALL BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL N07 EXCEED 13/4 INCHES (44 MM) IN WIDTH.WHERE THERE ARE STRUCTURE, AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE NOT EXCEED CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, o. DATE REVISIONS BY DECORATIVE THE CUTOUTS SHALL NOT EXEED 13/4 INCHES 444 MM) IN WIDTH. C 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 1 11/06/2012 SECTIONS 84101.11.1.12 THROUGH R4101.11.1.14.WHEN THE LADDER OR STEP6 ARE SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. NEW DECORATIVE 4 ft- HEIGHT GATE WITH SELF CLOSER AND SELF LATCHING W/ LOCK DEVICE. -9 54' FROM GRADE LEVEL-BY EXISTING SEPTIC TANK OTHERS IN SEPARATE PERMIT EXISTING C55 WALL EXISTING C55 WALL 3' HT TO REMAIN 4' H7 TO REMAIN EXISTING 4 FT H. IUALLS DRAWN APPROVED TO REMAIN INDICATED WATER METER DATE SCALE PL NTI G — — — — EXISTING DRAIN FIELD — -1 EX gTING wATFER EX. 5EP71C TANK �EXI TIN TD REMAIN � EXISTING AVIT I A/C EQUIPMENT TO REMAIN jEXISTING SLAB TO BE REMOVED BY POOL GARAGE O c�" j CONTRACTOR PRIOR POOL CONSTRUCTION � � I M F.F.E: 5.20 FT -J � .. O � / PLANTING 0-. ' AREA BBQ AREA TO BE DEMOLISH r i1 E 1 ST ING AWALL-- — — — — — — '� EXISTING — � W RESIDENCE 0 < < PLANTING � ISTIN R E x <� W 0 11J DAVIT F.F.E: 9.03 FT <�<<<<<<<<< z z > <<<<<<<<<<<� W `) 12" EXISTING �<�<�<�<��� 111 c'� PORCH TO < < < < < REMAIN <<<<<<<<<<< O W HOLE IN FLOOR' < <' 0.. z FOR uMBRELL PORCH < <�/ , O SHALLOW < <'\< < < , I � O LOUNG <<<<<<<<<<< D.. O') r � 8' - 12' DEEP < <<<<<<<< <<<<<<<< I — ' < < < < < W — 23'-4" � _ 11T-1'" z < < < < < j 0 <<< < I 24" j II I i D P I I' 12" EXISTING I I PLANTER This drawing is the property of 10' 6" 12" TO REMAIN Vicente Franco. P.E. and SET - is not to be reproduced or copied BACK _ EXISTING ELECTRIC b whole n in part It is not to � � METER be used on any other project and I � OR a STEP is to be returned on request. SEAL/SIGNATURE W I � DOOF� - � Z � � a STEP �\ POOL EQUIPMENT SLA 35'-0" EX_ U) �m _ ' 1 I M _ I WATER: WALL %o PROVIDE POOL MESH W EX TINE CON N AROUND POOL A/C A/Gk15TfN Cx U.G ELECT �-� TO EPIAIN SET COMPLY WITH SEC. 424.2.1*1 FBC. — RIC SERVICES VICENTE FRANCO BACK P.E. 62531 TO REMAIN 10776 N.W 84 LN#5 —" MIAMI,FL,33178 EXISTING WALLS 3 Ht. TO NEW DECORATIVE 4 ft- HEIGHT (305)305 5631 REMAIN GATE WITH SELF CLOSER AND SHEET TITLE SELF LATCHING W/ LOCK DEVICE. g LEVEL-BY I � o 54 FROM GRADE i I I I I � OTHERS IN SEPARATE PERMIT EXISTING CHAIN LEGAL pE,50Rf FTf CN: LINK FENCE 4' HT. � 1 A EARLETON SHORES PB 43-80 LOT 3 BLK 4 LOT SIZE WAL30 X 150 OR IS584-2119 03 2001 1 OR 27720-2565 0511 01 SHEET ID.: � � 1 of 4 FILTER VICENTE FRANCO P.E. 62531 PUMP 10776 N.W 84 LN #5 MIAMI, FL, 33178 o II (305) 305 5631 Z ` e d e a e 4' CONCRETE SLAB I PROVIDE 31/2' X 1/4 ' LONG TAPCON SCREWS AT EACH PUMP 4 FILTER ORIFICE TO PROJECT NUMBER SECURE AT 4 ' CONCRETE SLAB No, DATE REVISIONS B B.B.Q AREA t0 BE DEMOLISHED _ t0 POOL EQUIP. POOL FLP P 4 PILTER r-IOLAT I G D E S",4 (L / DRAWN APPROVED I i POOL -, --- ----- --- L- DOOR d STEP INDICATED DATE SCALE I INLET r NOTE: PROVIDE I � CONTINUOS SINGLE N 6 COOPER BONDED IN FOUR POINTC360' 12' OP O OF O TO 25 w /12 V AROUND POOL d SPA 1 / TOP F COPING r LED SPA L I / I UMBRELLA BASE NOTE: BOND WIRE TO BE SECURED _ TILE AREA TO STEEL WITH APPROVED CLAMP. EXISTING TO BE ENCASED IN DECK SLAB 6 _4� RESIDENCE M OR CONCRETE BOX PROVIDING MIN. 3' OF COVER AROUND CLAMP O r L - M POOL BOND SCHEMATIC ---------- - J - --- LL WEATHERPROOF GFI O r/ }� RECEPTACLE LOCATED 6-20 0- W W W `1Y FEET FROM POOL WATER Ur r1 EDGE INLET z O FLOOR RETURN U) 0 24' i Q 10 W /12 v IDROP- ��,. FOOL LED LG W I z w 4 FT SHEER DESCENT 14, S' POOL WALL TYP I � Q Q POLISHED CONCRETE - PAINT / St W M � COLOR TO BE SELECTED BY LA. 6'-4' i U O W co I VACUUM W a' I O o ------ O WHITE QUARTZITE' LEDGE I '` - a' c� ROCK VENEER, INSET ;� INLET 0 FLOOR RETURN L R RE RN i GRADE TILE AREA T IN PROVIDE CONTRASTING TILE 2 ' MAX. t ON STEPS AND BENCH EDGE RISER ' EACH BELOW WATER IN SEPARATE PEWIT 21 PvG PIPE LINE 70 W /12 v MAIN DRAIN LED POOL L , REFER TO STRUCTURAL DLG F wALL 5'-0' DEEP Y ienteaFranco. P.E.. pond of REINFORCING DETAILS ELEVATION is not to be reproduced or coped in whole or in part It is not to INLE SKIMMER be used on any other project and is to be returned on request. -NOT€,T+-4€P-P-- ,-ZHOUN-I-6-A -I - REPRESENTATION SEAL/SIGNATURE L —1 N ,� OF PIPE ROUTE ACTUAL ROUTING OF PIPING AROUND POOL -t--- ------ AND TO POOL EQUIPMENT MAY DIFFER FROM THIS PLAN POOL. LUATE fR PEAT�fRE SECTION A SCALE:1/27=1'4' POOL EQUIPMENT SLAB. I f� 4' a 23'-1' REFER TO ISOMETRIC { FOR PIPE SIZE A VICEN'�E TRANCO P.E. 62531 2-5 10776 N.W 84 LN#5 MIAMI,FL,33178 (305)305 5631 SHEET TITLE 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 POOL FLAN BUILDING OFFICIAL,THE ENGINEER SHALL BE NOTIFIED. Pm2 SCALE: 1/4'-1'-0' -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 SHEET ID.: EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 2 of 4 4 3.4 2' j so 1 L 5TATEt'lEN - VICENTE FRANCO BASED ON THE INFORMATION OBTAINED — PROVIDE 3 FROM 'DYNATECH ENGINEERING CORP.' I I -4 36' X 36' X 5' DROP P.E. 62531 AROUND EACH PILE THE PRESENCE OF LAYERS OF VERY LOOSE SLIT AND ORGANIC MATERIALS OF VARIED THICKNESS, MAKES THE SITE LESS APPROPRIATE FOR CONSTRUCTION USING REGULAR METHOD AT THE EXISTING GRADE FOR THE 10776 N.W 84 LN #5 PROPOSED STRUCTURE, THEREFORE: ———————— '�'— ------THE FOLLOWING FOUNDATION SYSTEMS WERE SELECTED: �r r I MIAMI, FL, 33 178 I.-14' DIAMETER AUGER PILES Q 12' CONG E LAB W/ OF SUFFICIENT DEPTH 70 PROVIDE A MINIMUM BEARING _ w 4 ® 12"EE+G WAY (305) 305 5631 CAPACITY OF 35 TONS EACH � TOP AND BpT OM i I I I — — Ar l t�I I I I eTf.R F�TUIRAL I OTEa 12 X 24'16-: W/ 5 "5 24' TOP ANI BOTTOM L J 12" X 24' 8I B (U/ 5 "5 I.-ALL PILES SHALL BE 14' DIAMETER AUGER PILESSUFFIGIENT DEPTH ,r - - TO PROVIDE A MINIMUM BEARING CAPACITY INDICATED I i TOP AND TOM 1 c31-2 2.- ALL PILE CONCRETE SHALL DEVELOP A MINIMUM 28 r I T• —~+ DAY COMPRESSIVE STRENGTH OF 5000 PSI. o `�' — ---------I--{------ -------- i-- -----------t--- PROJECT NUMBER 3.- ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD r MAIN DRAIN I _ 12 CdNGRETE SLATS W/ —_I__ STRENGTH OF 60,000 PSI. `> �5'-0' DEEP i i 0461 - o. DATE REVISIONS BY 4.- ALL PILES SHALL EMBED A MINIMUM OF 4' INTO PILE CAPS 112'(EACH WAY �I I I— — TOP /�NDI BOTTOM 5.- ALL PILE REINFORCING STEEL SHALL BE CONNECTED TO BOTTOM FLOOR REINFORCING WITH MINIMUM 30' LAPS J * I * I __� I�i���� I�10���. 12 X 24 8-5 W/ 5 05 ---- - 12 CONC E1�E SLAB W TOP AND BOTTOM `r 3- ___ __ I_�•-_____—— — — — " 4-g 12- I�.luac. — 1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE CENTRAL SLAB BAND W/6 " 5 � __--- I-'---- -- —j I_ —� — TOP ANI� Bc�tTOM A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. TOP AND BOTTON OVER PILING -------- —1----- -------- ------ --- — — -----�— --- --- 2.- ALL REINFORCING STEEL TO CONFORM t0 ASTM 615 GRADE 60. AS SHOWN 3.- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL WHICH LOGO PRINTED. COMPLY WITH LATEST FBC. ' 4-7- 4.- FILLER BACKWASH SHALL PL _ I 5.- POOL SHALL BE BUILT ON 14' DIAM AUGER PILES BASED UPON THE RECOMMENDATIONS �, I I CONTAINED IN THE GEOTECHNICAL REPORT PREPARED BY ! I I ———— i I ___——J APPROVED 'DYNATECH ENGINEERING CORP.' SCALE :NTS. J I I DRAWN 6.-IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO J J y` INDICATED SHORING, UNDERPINNING PROTECT EXISTING STRUCTURES FROM FAILURE BY DE DATE SCALE OR ANY OTHERS METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURE. 1.-THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS 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 NECESOARY.GONTRACTOR AND/OR OWNER SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR PRO we TO CONSTRUCTION. 36' X 36' X 5' DROP ` I I NOTE: ALL SPLICE MUST BE 48 BAR DIAM. 8.- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. AROUND EACH PILE FOOL f I I G L A�OL� T PROVIDE 3' MIN CLEAR CONCRETE COVER MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A `` DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL SGALE:I/4'= I'-0' WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. M S.- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION,W.D.C. 8' 10.- MINIMUM 4'-0' HIGH IS FENCE RECOMMENDED AROUND ALL POOL 41 L1- M IN UNSCREENED AREAS PROVIDE 12' 12' 9'-2' 11.- WHERE POOLS ABUT OR ARE PLACE NEARBY SEAWALLS OR BULKHEADS CONTRASTING TILE SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD O n/ �- CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING ON StEPS EDGE GRADE OF THE SUPPORTING SOIL AWAY FROM POOL. IF THE WALLS DO NOT — W FULLY CONTAIN THE VOL BEHIND THEM, THEY SHALL BE REPLACED OR G DE ^ W /VA/VA/VA/VA/VA/VA/ REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE %��//��//��//��\�//�//VAS// — IS' 'MIN. �/\ \ / �� 12' HORIZONTAL O PROPERLY OWNER WHEN EXCAVATING FOR THE POOL , THE SEAWALL 2' ERT Z � O SHA NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN \ \ TIEBACKS LL \ \/\ THE EXGAVATIONJ�l071FY THE ENGINEER FOR INSTRUCTIONS. /AA/AA/AA/AA/A� a/ 12.-THE CONTRACTOR SHALL BACK FILL THE POOL SHELL WITH CAUTION.THE '%A// 12' CONCRETE SLAB � � \ \ \ \ \ \ \ \ \ VA VA/AAA/AAA/AAA/AAA/�A w �_ PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED / r WITH CLEAN SAND FREE OF ORGANIC MATERIALS AND SHALL BE PLACED • 4 ® IV W/ 4 S 12' EACH WAY /AA/VA/AAj//�A�/ �� �Aj��/VA�A/�A/�A//VA/AA/A / `VA VA VAjAAAjAAj/VAjAAj/VA%A� (� /F-� WI 12' THICK LAYERS. EACH LAYERS SHALL BE COMPACTED TO PL C OF HOIRIZONTAL f VERT 5." TOP AND BOTTOM THE SOIL MAXIMUM DENSITY BY TAMPING SOLIDLY. SOIL BELOW \\ 12 CONCRETE SLAB THE PATIO SHALL BE BY OTHERS. W/ 4 12' EACH WAY V A /VA V� ' y/ TOP AND BOTTOM 30' TYP /\ //j\ \ 12 CONCRETE 6LAB PROVIDE 36 X 36 �j F— ---— vvwirw� W/ " 4 e 12' EACH WAY 14' PILE AROUND EACH PILE W W 30' TYP / / /AAj/�\� TOP AND BOTTOM %AA/ f1� IN ���",4 vvvvvvvvvvvvv, yvv / /////A ;/�j //A//A�\j/AAAjjAAjAA�A W M viv/yw/v/iv/v/ y/iv/iv!/ vi//vvi//vvww�/��ti/v�//�// O u1 NOTE: SEE ATTACHMENT "DYNATECH ENGINEERING CORP.' REPORT `v-,v�< � ��ix//'�//��v��w�y ww�w��/w�//vv//vim/jvv��w^mow^ av 14' PILE 0- z O PILE PILE LATERAL PILE PROVIDE 36' X 36' PILE COMPRESSION TENSION CAPACITY DEPTH PROVIDE 36' X 36� AROUND EACH PILE PRE E AROUND EACH PILE 14' PILE �" CA 14" PILE AUGER CAST 35 TONS 17 TONS 2 TONS 22' �I PILES 14' 6E CT I OI V 1 - 1 ' 8 WATER LIN 6' CERAMIC LICE FINIS �-� POOL COPING AUGER CAST PILES REINFORCED W/ \\7,7\7/ \\\ EXISTING GRADE 6 "6 VERTICAL AND STIRRUPS 03 s POOL COPIN / / ' t /� PILELENGTH LENGTH,0' BELOW GRADE. X 3 COVER X/ WATER WATER-CEMENT RATIO=0.40 WATER LINE 8, VA ' F EXISTING GRADE v>/v�ww v/!i�� This drawing is the property of Vicente Franco, P.E. and is not to be reproduced or copied in whole or in part. It is not to INTERRIOR POOL PLAST=R �y�y! �i\�/�\ /�y/iv/ be used on any other project and is to be returned on request. LU yv/vvy� LU v vv//v�! SEAL/SIGNATURE VA 3' COVER MIN. SPLICE 3 ///� A \ • 4 ® 12' HORIZ. t VERT. MIN SPLICE 36' ' �6. /\\�\ • 4 ® 12 HORIZ. VERT. I 1 F VAj/AAj/A VA�A� S r v v 30 TYP vv' STD HOOK VICENTE FRANCO 24' � , -- -- -- � � � �v//�'< P.E. 62531 z � v/vvi PROVIDE •4 12' EACH WAY /i/�,//�/// / //� /A% ,,vyv�\vv vA V VA/A� �\ 10776 N.W 84 LN 45 BOTTOM - \y MIAMI,FL,33178 /� (305)305 5631 " 4 g 12' TOP AND BOTT. EACH WAY - 36' X 36' X 5' DROP /VAS HYDROSTATIC wv/vA/ /vA/AV /AA/ -------�--- -- ��/� 8TD HOOK AROUND EACH PILE \ \ \ \ \ RELIEF VALVE ���� ivvi/iivv�iviivvii v� SHEET TITLE SET IN WASHED vA,�A BED ROCK 12' X 24 'S-B W/ 5 05 TOP AND BOTTOM 14' PILE .''I • 4 0 12' TOP AND BOTT. 36' X 36' X 5' DROP SEE SETION 4 14' AUGER PILE. EACH WAY AROUND EACH PILE ��A IN DES'. P�3 N.T.S NOTE: ALL SPLICE MUST BE 48 BAR DIAM. PROVIDE 3' MIN CLEAR CONCRETE COVER ' ON 2 SCALE:N.T.B NTS SHEET ID.: 3of4 r EXIST. (3) " 3 (1) " 86. IN 1-1/4' C. VICENTE FRANCO EXISTING FIELD VERIFY MI. SIZE (3) " 1, (U " CCs. IN I-1/2"C. ' SALT SYSTEM P.E. 62531 PANEL AC 10776 N.W 84 LN #5 MIAMI, FL, 33178 (305) 305 5631 2 " 12 THHN PANEL B PANEL A GFI RECEPT CLE I 'll' 12 THHN CU.GROUND. 150 AMP 150 AMP. \IZ F O�4 6' MIN.-26 MAX. IP 20 AMP. PANEL gQF7 OF SURFACE AREA \• .1:1100 . PO FROM WATER LINE CARTRIDGE •\IZ \� METER TORq SFORMER O G Z' PO PROJECT NUMBER T ER oM 2 " 12 THHN NOTE: BALL VALVES 1� G011 o, DATE REVISIONS B �2P 20 AMP. l PUMP J C3J " 250 MGM MAY BE SUBSTITUTED IN 2-1/2" C. 2 12 THHN FOR MULTIPORT VALVES / I P 15 AMPILIGTH) JB JB JB 1 * 12 THHN CU.GROUND. II A. SW (LGHT) IP 20 AMP. 5W( PUMP) ��� PROVIDE GFCI 2P 20 AMP. BRAKER FOR POOL PUMP. EXISTING FIELD VERIFY MI. SIZE \\IZ (3) " 1, (1) " &G. IN 1-1/2'G. (3) " 250 MGM IN 2-1/2" C. TO FPL POOL RECIRCULATION PUMP r (1) 25 W 12 V 2 HP, 100 GPM AT 60' TDH VARIABLE SPEED PUMP. 2 HP PUMP SPA LIGHT " 2 G. SELF PRIMING VARIABLE SPEED APPROVED 230 V. CIllP DRAWN (2) -10W12v INDICATED POOL LIGHT f 6 011 T�f C DATE SCALE f FOUNDATION STEEL ROD — ROD ���s+ f I �l NOTES: 00 M O 1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, LL CM PVC-PW,NON-THREADED,NSF APPROVED SUPPORTED CONTINUOSLY ON GROUND OR ON MAXIMUM 4'-0' CENTERS WITH CLEVIS HANGERS. J FOOL ID 4 7 4 2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL O PRESSURE PIPING 11/2' DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL 0 w BUILDING DEPARTMENT REQUIREMENTS. 0- W W SURFACE AREA (SQPT.) 4. ANTI VORTEX MAINDRAIN8 SHALL HAVE ITS PLATE SECURELY FASTENED ��rr11 WITH TAMPERPROOF SCREWS. v ELECTRIC,AL N :OTES VOLUME (GALLONS) 18 200 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE z /'� , O WITH THE FLORIDA BUILDING CODE. TURNOVER (HOURS) 3•0 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE � C� FLORIDA BUILDING CODE-PLUMBING SECTION 309 AS IT PERTAINS WORK SHALL BE ACCOMPLISHED IN COMPLIANCE PERIMETER (FEET) 24� t0 EoUAANCY. 1. ALLPOOL ELECTRICAL WO 1.tH3 WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS WITH 2010 FLORIDA RESIDENCE BUILDING CODE.L ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM DECK AREA ( SQ.FT) NO DECK THAN 13 FEET PER SECOND. 2A LL 8. THE WATER VELOCITY tHROUGHt ALL PRESSURE PIPING SHALL BE LESS WITH THE FLORIDA BUILDING CODE. THAN 10 FEET PER SECOND. V1 NO OVERHEAD WIRING SHALL i3E LOCATED WITHIN 10'0' 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET 3. 3. PO VE WATER EDGE. RADIATION AND NORMAL OPERATING TEMPERATURES. W W 4.SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY Z DEPICT REQUIRED WORK A REVISED DRAWING SHALL BE SUS- Q MITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION Q WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. (,L M 5ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE U ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, W HEATERS AND RTELATEOPOOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. 0 z �N r LJ� 0 3'-0' MINIMUM n- 0') ANTIVOIRTEX MANDR-4IN COVERS 2' SAME SIZE 2' AS PUMP SUCTION —DECK OR GRADE (I J \� 1 1/2' HYDROSTATIC RELIEF This drawing is the property of WIRE "8 COOPER ? J TO POOL EQUIPMENT 18'-24' MIN_ ¢�0 TUBE . ONLY ONE REQUIRED Vicente Franco P.E. and is not to be reproduced or copied in whole or in part It is not to NOTE: PROVIDE be used on any other project and CONTINUOS SINGLE " 5 COOPER Is t0 be returned on request. BONDED IN FOUR POINT(360') AROUND POOL t SPA SEAL/SIGNATURE POOL STEEL NOTE: BOND WIRE TO BE SECU TO STEEL t GRID WITH APPROVED CLAMP. NO SCALE TO BE ENCASED IN DECK SLAB V OR CONCRETE BOX PROVIDING / ADJUSTABLE LID MIN. 3' OF COVER AROUND CLAMP 1' NON METALLIC CONDUI TO JUNCTION BOX WEIR WATER / WATER LEVEL � ONCTRETE CERAMIC TILE (MIN 5 BASKET 50.IN.) VICENrE FRANCO THROAT P.E. 62531 POOL WALL T SU TION LINE 10776 N.W 84 LN#5 MIAMI,FL,3 3178 (305)305 5631 LNDE1RL,JATEfR L �G;�47 E) ETAIL SHEET TITLE NO SCALE � f [DETA L NO SCALE P�4 SHEET ID.: 4 of 4 ww COP P IT MIAAA1 SHORES VILLA CI APPRO7LVED /�- � Z.t?NIP3t5 ! r UtiTURAL It r / I � 1 SU,,WECT TO COMPLIANCE ',,IJr?. A!_L ,TATS AND CO',iNTY RULES A I `:'"�t�h11�d�r PIPI w a .4kkj'MYfd �L iie 1 k I OUTDOOR SWIMMING BARRIER WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF PROHIBITED LOCATIONS. COMPLYING WITH 84101.17.1.1 THROUGH R4101.17.1.94. MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL OF THE FOLLOWING SHALL APPLY: SECTION R4101.17 MAY BE UTILIZED AS PART OF OR ALL OF THE MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN "BARRIER" AND SHALL BE CONSIDERED A "NONDWELLING" WALL. A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE BARRIER STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING HOME TO THE POOL SHALL BE EQUIPPED NTH AN EXIT ALARM NONREMOVABLE WITHOUT THE AID OF TOOLS. HOME TO THE SWIMMING POOL. ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WMICH FACES COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE WIDTH WITHIN THE CUTOUTS SHALL NOT EXCEED 13/4 INCHES (44 MM) IN RATING OF 85 DB A AT 10 FEET (3048 MM). THE EXIT ALARM SHALL THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 21/4 SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR OTHER FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN—MADE FEATURES `,I ENTE F ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OIR MOUNTED ON INCH SQUARE (57 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO V 1ANCO TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE BARRIER REQUIREMENTS OF THIS SECTION. A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN MORE THAN 13/4 INCHES (44 MM). ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF 'THE BARRIER MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON—SITE INSPECTIONS AND P.E. 62531 SHALL BE 4 INCHES (102 MM). WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE AT LEAST 54 INCHES (1372 MM) ABOVE THE THRESHOLD OF THE DOOR. THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF ELDERLY PERSON WHO MAY MANAGE TO PENETRATE THE BARRIER FROM AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, MORE THAN 13/4 INCHES (44 MM). SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS IMMEDIATELY FALLING INTO THE WATER. SUFFICIENTLY AWAY FROM THE TO VERIFY, AT A MINIMUM, THE FOLLOWING: PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A BROKEN AT ANY OPENING. WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES (508 MM) FROM 10776 N.W 84 LN #5 YOUNG CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE ACCESS GATES, WHEN PROVIDED, SHALL BE SELF—CLOSING AND DWELLING OR NONDWELLING WALLS THE BARRIER TO THE WATER'S EDGE. 1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 EXCEPTIONS: INCLUDING SCREEN ENCLOSURES, GE. USED AS PART OR ALL OF THE ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION MIAMI FL 33178 BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED NTH A SELF—LATCHING " AS THAT PROVIDED BY THE CODE, , , OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OIF A LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL BARRIER AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS 4—INCH—DIAMETER (102 MM) SPHERE. DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM HEIGHT OF 48 INCHES (1219 MM) OR MORE MEASURED FROM THE CLOSE TO THE WATER'S EDGE AS PERMITTED BY THIS CODE. 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO (305) 305 5631 THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAY BE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL. A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE THE SWIMMING POOL OR SPA. INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH C. SCREENED OR PROTECTED PASS—THROUGH KITCHEN WINDOWS 42 DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL. TOLERANCES AND TOOLED MASONRY JOINTS, ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS INCHES (1067 MM) OR HIGHER WITH A COUNTER BENEATH. TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 POOL MUST BE EQUIPPED WITH A SELF—CLOSING, SELF—LATCHING DEVICE MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE WITH POSITIVE MECHANICAL LATCHINGAOCKING INSTALLED A MINIMUM OF MEMBERS IS LESS THAN 45 INCHES (1143 MM), THE HORIZONTAL MECHANISM. 54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE THE AUTHORITY HAVING JURISDICTION. FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 13/4 WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER INCHES (44 MM) IN WIDTH. WERE THERE ARE DECORATIVE CUTOUTS OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, PROJECT NUMBER WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE LADDER OR EXCEED 13/4 INCHES (44 MM) IN WIDTH. STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE No. DATE REVISIONS B 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 NEW DECORATIVE 4 ft— HEIGHT THROUGH R4101.17.1.14. WHEN THE LADDER OR STEPS ARE SECURED, GATE WITH SELF CLOSER AND 1 11/06/2012 LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4—INCH—DIAMETER (102 MM) SPHERE. SELF LATCHING W/ LOCK DEVICE. 0 54" FROM GRADE LEVEL—BY EXISTING SEPTIC TANK OTHERS IN SEPARATE PERMIT 2 03/14/13 EXISTING CBS WALL 3' HT TO REMAIN EXISTING CBS WALL 4' HT TO REMAIN EXISTING 4 FT H. WALLS 04/0 /13 TO REMAIN p,6� WATER METER INC. 9 PLANTING _ _ _ _ EXISTING DRAIN FIELD_ _ _ NE.� J � EXISI1N� WATER L_I_ APPROVED DRAWN INDICATED DATE SCALE PROVIDE 6" X 12" BERMING EARTH 30 — l ' EX. SEPTIC TANK EXIS ING (SEE DETAIL) 5� TO REMAIN D VIT EXISTING A/C EQUIPMENT TO REMAIN EXISTING SLAB TO BE REMOVED BY POOL CONTRACTOR PRIOR POOL CONSTRUCTION GARAGE = N F.F.E: 5.20 FT PLANTING M AREA O M U— M BBQ AREA TO BE DEMOLISHED Q LJ.. E ISTING S AWALL — _— — — — — — W ��°� W FF EXISTING - z A-� Pa., O EXISTING I RESIDENCE < < < <<<< PLANTING W 2 DAVIT F.F.E: 9.03 FT < <<<<<<< AREA Z) 2 W <<<<<<<<<<< Z �7 a N EXISTING A <<<<<<<<<< 1 � 1 PORCH TO <�<�<�<�<� � •� HOLE IN FLOOR 12 10'-4" 12" REMAIN <15<<<<<<< < Q z VIM, PORCH < o �<< FOR UMBRELLA I <�<<<<<<<<< (Y� V_ SHALLOW <<<<<<<<<<< <-- O W LOUNGE IL 8 — 12 DAEP I <<<<<<< z J <<<<<<<<< Ui W O < < < < < < NEW POOL 23'-4" < < < < < 24" 117'-1" UNDER THIS PERMI I 24" < < 24" 3 Y2' DEEP M I DROP 24 15'-10" I EXISTING PLANTER— �'W 4 2C3 n 611e. TO REMAIN 00 T 21'-4" �'' EXISTING ELECTRICAL B 1K METER 1 1 � This drawing is the property of W D R DOOR & STEP & 5 P � 5' ; Vicente Franco, P.E. and is not to be reproduced or copied DEEP FP OOL EQUIPMENT SLAB. in whole or in part. It is not to 1711 ' 35'-0" be used on any other project and is to be returned on request. U J SEAL/SIGNATURE ♦/� EX. EX. N WATER WALL = PROVIDE POOL MESH 5� A/C A/C W EXI TING C CONUT AROUND POOL 52 N COMPLY WITH SEC. 424.2.17 FBC. ._ EXISTING TO EMAIN o SET = ''- G ELECTRIC SERVICES �g1 ~ TO REMAIN q r4 PROVIDE 6 X 12 ERMING EARTH (SEE DETAIL) EXISTING WALLS VICENTE FRANCO 3 HT. TO NEW DECORATIVE 4 ft— HEIGHT IN GATE WITH SELF CLOSER AND P.E. 62531 SELF LATCHING W/ LOCK DEVICE. 10776N.W84LN#5 12" MIN. WELL COMPACTED FILL 0 54" FROM GRADE LEVEL—BY MIAMI,FL,33178 `I LINK TIFENCE 4NG HT. OTHERS IN SEPARATE PERMIT LEGAL DESCRIPTION : SITE P L A N (305)305 5631 to SHEET TITLE GRADE EARLETON SHORES PB 43-80 LOT 3 BLK 4 LOT SIZE 93.490 X e SCALE: 1 /8" =1 �—O�� 150 OR 19584-2719 03 2001 1 OR 27720-2565 0511 01 i ,O°0•Q•A �i�i •�ipep•p• • ,9• °8 ad,� «.8,°d,ad,ad, A•8;a8;a8;°8;ad;°8• i�or QaQi�p nsn° • 3 J MIN. 8" OF GAVEL OVER sp� i GEOTEXTILE FABRIC WATER CONTROL BERMING DETAIL SHEET ID.: N.T.S 1 of 4 FILTER PROVIDE N 4 ® 12' . PROVIDE M 4 ® 12' LONG BAR LONG BAR WITH 24' MIN. SPLICE PUMP WITH 24' MIN. SPLICE POOL COPING PROVIDE " 4 ® 12' 26' LONG BAR ' 2' o VICENTE FRANCO WITH 24' MIN. SPLICES POOL COPING L COPING . d P.E. 62531 a • STUCCO FINISH 4' CONCRETE SLAB 1077 4 " 6 N.W 8 LN #5 I PROVIDE 4 TIE � 12 PROVIDE " 4 TIE e 12' t MIAMI FL 33178 m 7D HOOK " 4 g 12' (short bar) PROVIDE 31/2' X 1/4 ' LONG TAPGON T K SCREWS AT EACH PUMP E FILTER ORIFICE TO (305) 305 5631 SECURE AT 4 ' CONCRETE SLAB I PROVIDE " 4 TIE ® 12' \ \ POOL PU P 4 PIJ_. I EfR 12' CONCRETE SLAB 1 10 L11�1 T�N� DETAIL / " 9 1 ' •, �, �, � W 4 2 TOP AND BOTTOM ' 12' CONCRETE SLAB " W/ " 4 a 12' TOP AND BOTTOM PROJECT NUMBER PROVIDE 4 g 12' SECTION o• DATE REVISIONS B HORIZONTAL t VERTICAL IJ,� it SCALE: 3/4'=1'-0' TO POOL EQUIP. _ SCALE: 3/4'=I'-0' % 1 02/20/2013 I 8' BJB.Q AREA TO BE DEMOLISHED ��- — 2 03/14/13 SECTION F SCALE: 3/4'=1'-0' POOL DRAWN APPROVED'7 N m 2 ,-5 INDICATED ' DATE SCALE NOTE: PROVIDE 26 26" >F 2 -2" 10 -4' 2 fi CONTINUOS SIN LE " 8 COOPER Z BONDED IN UR POINT(360'� z ARO ND POOL t SPA PO L COPING PO !_ COPING STUCCO FINISH / STUCCO FINISH NLET 12' MAX HEfGTH TO I NOTE: BOND WIRE TO BE SECURED TOP OF COPING 20' TO STEEL WITH APPROVED CLAMP. 25 W /12 V TO BE ENCASED IN DECK SLAB i 20' - LED SPA LG OR CONCRETE BOX PROVIDING 00 PROVIDE M 4 TIE o 12 t MIN. 3 OF COVER AROUND CLAMP � M ® J o PROVIDE " 4 TIE 12' E " 4 g 12' (short bar)�c�l �t _ " 4 �+ 12' (short bar)�� �'' � ' N - - --°i- TILE AREA M , 24 � o M 3 MIN. rr O POOL BOND SCNEM,4T f C � J UMBRELLA BASE 3' MIN. - 2'-2' 5 -6 I LL I F O M O I8 W �-- W w e 2 4 V i.1.. • z O p.I� • ! �.. I WEATHERPROOF GFI RECD _ .� PROVIDE DOWELLS " 4 s 12' FEET E ROM POOL LOCAT O O W LONG BAR a� - WITH 24' MIN.. SPLICE I EDGE PROVIDE " INLET SKIMME I f I EXISTING 4 ® 8' PROVIDE DOWELLS " 4 m 12' PROVIDE " HORIZONTAL FLOOR RETURN 8 RESIDENCE W Q W W LONG BAR HORIZONTAL VERTICAL ' � { z WITH 24' MIN. SPLICE t -°- "— - - - Q 2-4 24. VERTICAL DROP _ Q � 10 W /12 V I 3' MIN. LED POOL LG W M W 3' MIN. O W r 10" 10' POOL WALL ,�, O o VACUUM �- SECTION C irk i SECTION a SCALE: 3/4'--1'-0' 't — r FLOOR RETURN SCALE: 3/4'-1'-0' INLET 2'4 II I I PROVIDE CONTRASTING TILE ON STEPS AND BENCH EDGE I TILE AREA �7Tll IS" SWIMOUT RISER ' EACH 4 FT SHEER DESCENT 20' MAX.14 I Vicente� ananderty of BELOW WATER �0 W /12 V IN SEPARATE PE IT Fraco� P.E. POLISHED CONCRETE - PAINT / ST �^ 0, LINE LED POOL LG is not to be reproduced or copied COLOR TO BE SELECTED 51' L.A. MAIN DRAIN B in whole or in part. It is not to c° B - -- ° - -� 5'-0' DEEP be used on any other project and WALL DENOTE is to be returned on request. -°� ELEVATION 25 W /12 V i SAVI POOL LGT SEAL/SIGNATURE WH11E 'QUARTZITE' LEDGE INLE I SKIMMER �t ROCK VENEER, INSET -2' No T++€�ING-SAWN-I�- REPRESENTATION OF PIPE o ' a ROUTE CTUAL ROUTING OF PIPING AROUND D h i _ I Pool � c,yT AND TO POOL EQUIPMENT MAY DIFF ER FROM THIS PL AN F R GRADE ( 4' POOL ITj IN EQUIPMENT SLAB. 2' PVC PIPE VICENTE FRANCO _ I P.E. 62531 I' ELECTRICAL PIPE 2I'-4" 10776 N.W 84 LN#5 � MIAMI,FL,33178 A REFER To ISOMETRIC FOR PIPE SIZE (305)305 5631 REFER TO STRUCTURAL DWG FOR 2-4 REINFORCING DETAILS SHEET TITLE Pm2 0 NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS FROM PROPERTY LINES AND STRUCTURES BE PRIOR TO � I �� -WARNIG: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY EXCAVATION.SHOULD ANY SETBACKS BE LESS THAN THE MINIMUN OFFICIAL,TH REQUIREMENTS,EITHER BY OLLNER OR OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE BUILDING OFFICIAL,THE ENGINEER SHALL BE NOTIFIED. FOOL FLAN SCALE:1/2"=1'-a" .POOL MUST BE ELIMINATED 70 PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR SHEET ID.: SCALE: 1/4'=1'-0' EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 2 of 4 4 13' 12'-9' SO 1 L 5TATE S'EN �r F 9 -6' �? VICENTE FRANCO BASED ON THE INFORMATION OBTAINED FROM 'DYNATECH ENGINEERING CORP.' _ 2 I I P.E. 62531 THE PRESENCE OF LAYERS OF VERY LOOSE SL17 AND ORGANIC MATERIALS n I PROVIDE OF VARIED tHfGKNESS, MAKES THE SItE LESS APPROPRIAtE FOR } 4 36 X 36 X 5 DROP CONSTRUCTION USING REGULAR METHOD AT THE EXISTING GRADE FOR THE �—AROUND EACH PILE 10776 N.W 84 LN #5 PROPOSED STRUCTURE, THEREFORE: THE FOLLOWING FOUNDATION SYSTEMS WERE SELECTED: - '------�--f S 11 j 1.-14' DIAMETER AUGER PILES ----------t-1---- -- MIAMI, FL, 33178 OF SUFFICIENT DEPTH TO PROVIDE A MINIMUM BEARING CAPACITY OF 35 TONS EACH 12' CONCR.E(TE FLAB We (305) 305 5631 XK» 4 ® 12' EACH WA`s_ II I � I I�IOTE� i ST CTUIRAL. TOP AND BpT�OM RL� I I ! I.-ALL PILES SHALL BE 14' DIAMETER AUGER PILESSUFFICIENT DEPTH 24" �` 12' X 24"I 3-� W/'5 TO PROVIDE A MINIMUM BEARING CAPACITY INDICATED 1 TOP AN ib EJOTTQM 12' X 24' B B IU/ 5 +'5 2.- ALL PILE CONCRETE SHALL DEVELOP A MINIMUM 28 r - ��-- �P- p- ,�►}---- - --- 3.- ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD / - -- --� ------ --- DAY COMPRESSIVE STRENGTH OF 5000 PSI, ° 1--- �- ------�--- r _ - I I PROJECT NUMBER STRENGTH OF 60,000 PSI. MAIN DRAIN ° I _ 12 CQNC ETE SLAB W/ - -_ ____ 4.- ALL PILES SHALL EMBED A MINIMUM OF 4' INTO PILE GAPS 5 -0 DEEP I I » 4 g (12'EACCH WAY 1 I' I I - o, DATE !. REVISIONS B 5.- ALL PILE REINFORCING STEEL SHALL BE CONNECTED 70 TOPNDiBOttOM BOTTOM FLOOR REINFORCING WITH MINIMUM 30' LAPS 1 02/20/2013 GENERAL NOTFE5. L— J I L--I-- 12' X 24' S-B W/ 5 »5 JI __ v 12' CONC E SLAB LUI TOP AND BOTTOM A s—r--e I --- �I I. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE CENTRAL SLAB BAND W/6 » 5 —J—I-——— ALL REINFORCING STEEL TO CONFORM t0 AStM 615 GRADE 60. - T--- --------- r ---- � W �- ---- --- � � A 8 DAY MINIMUM COMPRESSIVE STRENGTH OF 5.000 PSI. ASS��BOtTON OVER PILING ------- i- I r ------ - - - TOP ANDI BTTTOM A 2 ----- II 3.- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL WHICH LOGO PRINTED. 4.- FILTER BACKWASH SHALL COMPLY WITH LATEST FBC. 5.- POOL SHALL BE BUILT ON 14' DIAM AUGER PILES BASED UPON THE RECOMMENDATIONS 3-4 CONTAINED IN THE GEOTECHNICAL REPORT PREPARED BY S E C 7 I O `l cv 'DYNATECH ENGINEERING CORP.' _ �_ ( _ I `____ I I-____ N APPROVED 6.-IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO SCALE :NTS. I I I I DRAWN PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING \ INDICATED OR ANY OTHERS METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES \ DATE SCALE NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURE. \ 7.-THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL A 1 -6'�, 3'-6' F 12'-9' II'-2' 2' CONSTRUCTION IN EASEMENTS 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.CONTRACTOR f AND/OR OWNER SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. PROVID a.- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. F 14, 36' X 36, X 5' DROP �/ I I NOTE: ALL SPLICE MUST BE 48 BAR DIAM. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS AROUND EACH PILE FOOL F ( �, I NG; L A I OLs T PROVIDE 3' MIN CLEAR CONCRETE COVER REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. 9.- POOL SLIDES t0 BE INSTALLED IN ACCORDANCE WITH LATEST EDITION 00 OF CONSUMER PRODUCTS SAFETY COMM ISS(ON,W.D.C. M _ 10.- MINIMUM 4'-0' HIGH IS FENCE RECOMMENDED AROUND ALL POOL 8 M IN UNSCREENED AREAS M II.- WHERE POOLS ABUT OR ARE PLACE NEARBY SEAWALLS OR BULKHEADS » 4 g 8' T - W III _J D 12' F 12 J SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD HORIZONTAL t VERT 25 /12 V CONTRASTING LE CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING BAVI POOL LGT _ E 0 ^ LL OF THE SUPPORTING SOIL AWAY FROM POOL. IF THE WALLS DO NOT G DE ON STEPS EDGE FULLY CONTAIN THE SIOL BEHIND THEM, THEY SHALL BE REPLACED OR GRADE (n REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE �,VA,VA vA/wA/AV vv vv --- - <%<,w,_ �r--- --- - -- 2-4 t� W PROPERTY OWNER WHEN EXCAVATING FOR THE POOL , THE SEAWALL �,VvvV�y/vv i � 1 18' MIN. I TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN ��✓/���/� THE EXCAVATIONNOTIFY THE ENGINEER FOR INSTRUCTIONS. ] Z O 12.-THE CONTRACTOR SHALL BACK FILL THE POOL SHELL WITH CAUTION.THE �-°- PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED 12 CONCRETE SLAB e C U) WITH GLEAN SAND FREE OF ORGANIC MATERIALS AND SHALL BE PLACED W/ • 4 is 12' EACH WAY IN 12' THICK LAYERS. EACH LAYERS SHALL BE COMPACTED TO 9096 OF TOP AND BOTTOM 0 THE SOIL MAXIMUM DENSITY BY TAMPING SOLIDLY. SOIL BELOW THE PATIO SHALL BE BY OTHERS. \, 12 CONCRETE SLAB (n Q W/ » 4 a 12' EACH WAY TOP AND BOTTOM 30' TYP 12' CONCRETE SLAB PROVIDE 3(0' X 36' " 4 ° 8 /✓ —�— ✓wi✓wivvwiiw�� W/ 0 4 a 12' EACH WAY AROUND EACH PILE HORIZONTAL d VERT �A 30 T -+---, vA ✓��' 14 PILE i✓i /v ✓icy/w' TOP AND BOTTOM W i ✓ i✓✓y�iivwii`viiwiiwii�iwii i✓,, ✓ ✓ i Z . N ✓ ✓ ✓i iwiwi��ywviw�w%vvv///y A wr��w'��i�r i�✓i.�ii AA%AAA � HOOK— V✓�A�VA/VAA` B W M NOTE: SEE ATTACHMENT "D YNATECH ENGINEERING CORP.' REPORT w✓���✓✓✓��!wv ✓v vv vv✓v�✓i �! w!v�w���!l�w�✓���%v�wvv�iv/v���/v����i v✓✓ice✓i iii %�%�i���� 14' PILE 2 4 0 W /,�/ ✓ ���✓���✓���✓� \,VA��/��A/�\//AA/�\/�AA,�A.A,A,A A,�\�A, �.. W PILE PILE PILE LATERAL PILE PROVIDE 36" X 36' COMPRESSION TEN51ON CAPACITY DEPTH PROVIDE 36 X 36" i AROUND EACH PILE 14' P � PILE AROUND EACH PILE � �,"�` cl� o 14 PILE SECT I ON 1 - 1 AUGER CAST 35 TONS l'l TONS 2 TONS 22' SCALE: 3/8' •1'-0' PILES 14" 8' F WATER LINE7 6' CERAMIC TILE FINI POOL COPINI POOL COPING-, AUGER CAST PILES REINFORCED W/ - - - moo.,` I & % VERTICAL AND STIRRUPS "3 ° WATER LINE-\ x 3' COVER A 12' O.C.FULL LENGTH,APPROXIMATE 8 PILE LENGTH--22'-0' BELOW GRADE. WATER-CEMENT RATIO=0.40 EX137fJ GRADE This drawing is the property of I I I I Vicente Franco, P.E and is not to be reproduced or copied INTERRIOR POOL PLASTMQ­ C C in whole or in part. It is not to I be used on an other project and I is to be returned p d on request. w j i✓vvvi�%v�w�wv,� w;w;<� v � Q 8" SEAL/SIGNATURE MIN. SPLICE 36' � ✓���✓✓ � ' MIN. SPLICE 3 �. �\�\\/ 3 COYER 6• ✓\' » 4 s 12' HO R < VERT. cn ✓�% » 4 e 12' HORIZ. t VERT. N C%) C 1 HOOK 30 T in i 24 ��vv�v �v vv vv vv�, � v v, � I VICENTE FRAINCO PROVIDE •4 • 12' EACH WAY �� w yip>iv vivivi wivivw v vvvvi' P.E. 62531 BOTTOM » 4 ® 12' TOP AND BOTT. �vi, ✓!ice✓ww�i i�✓✓ 10776 N.W 84 LN#5 EACH WAY 36' X 36' X 5' DROP `=' MIAMI,FL,33178 HYDROSTATIC � AROUND EACH PILE (305)305 5631 RELIEF VALVE STD HOOK --- ----i-- --- BET IN WASHED BED ROCK 12' X 24 N B W/ 5 O5 SHEET TITLE TOP AND BOTTOM 14' PILE .� I � SEE BETION 4 2'-0' * » 4 6 12' TOP AND BOTT. 14' AUGER PILE . 36' X 36' X 5' DROP �� I� � �. EACH WAY AROUND EACH PILE NOTE: ALL SPLICE MUST BE 48 BAR DIAM. N.t.S PROVIDE 3' MIN CLEAR CONCRETE COVER Pm3 SECTION 2 5ECT f ON 4 SCALE:N.T.S N.T.S SHEET ID.: 3 of 4 EXIST. (3) » 3 "' » 86. IN '-1/4' G. VICENTE FRANCO EXISTiNn FIELD VERIFY MI. SIZE (3) " 1, (1) " 6G. iN 1-1/2"G. SALT SYSTEM P.E. 62531 PANEL Ac 10776 N.W 84 LN 45 10014. �� MIAMI, FL, 33178 902- (305) 305 5631 2 012 THHN PANEL E3 PANEL A • 11 GFI RECEPTACLE IP 20 AMP. 0-5- 5a AMP PANELS pp� 6' MIN. 20' MAX. 1 12 THHN CU.GROUND. 150 AMP. 0 POOL FILTER WITH 2 .F� FROM WATER LINE SOFT. OF SURFACE AREA \.BIZ 00�- METER CARTRIDGE 300 W T- TRANSFORMER 0 P pp\,� 7 ER j �J� �\�.• � PROJECT NUMBER OMB 2 12 THHN NOTE: BALL VALVES \��� o. DATE REVISIONS B 2P 20 AMP. ( PUMP ) �2" 12 THHN (3) " 250 MGM !N 2-I/2" G. MAY BE SUBSTITUTED pGG�� l P 15 AMP.(LIGTH) FOR P?ULTIPORT VALVES ti• — S JB Jf3 JE3 1 " 12 THHN CU. GROUND. 2 03/14/13 IP-20 A. W (LGHT) IP 20 AMP. SUX PUMP) PROVIDE GFCI JB 2P 20 AMP. BRAKER FOR POOL PUMP. EXSTING FIELD VERIFY MI. SIZE \I'1• (3) " 1 (1) " 6G. IN I-I/2'G. C1) 25 W 12 V (3) " 250 'GM .N 2-I/2" C. TO FPL POOL RECIRCULATION PUMP 2 HP, 100 GPM AT 60' T1DH SPA LIGHT 2 HP PUMP VARIABLE SPEED PUMP. VARIABLE SPEE " 2 S. SELF PRIMING 230 V. (2)10 W 12 V GWP APPROVED POOL LIGHT INDICATED (4) 10 W 12 V SAVI LIGHT 15O` } T I C; DATE SCALE 2 Q f FOUNDATION STEEL - ROD = ROD ��1 -15 f N(�; NOTES: 00 M I. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, O CY) PVC-PW,NON-THREADED,NSF APPROVED SUPPORTED CONTINUOSLY u" M FOOL j� /� ON GROUND OR ON MAXIMUM 4'-0' CENTERS WITH CLEVIS HANGERS. J J ,/ A 2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL 0 PRES�URL PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. 3. POO!, "ATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL O BUILDI;L3 DEPARTMENT REQUIREMENTS. Q. rTl W NCTES SURFACE AREA (SQFTJ 668 w ANTI VORTEX of Sr-AINS SHALL HAVE ITS PLATE SECURELY FASTENED /� ' Fri WIT++ T;4MPERPROOF SCREWS. � F-+y VOLUME (GALLONS) 18 200 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE 0 �•�- WITH 'HZ !-LO RDA BUiLDiNG CODE. z : TURNOVER (HOURS) 3.0 6. ALL PIPIr.G SHALL BE INSTALLED IN ACCORDANCE WITH THE ® ® _ 1. ALLPOOL ELECTRICAL WORK SHALL EE ACCOMPLISHED IN COMPLIANCE FO BOUA BUILDING CODE-PLUMBING SECTION 309 AS It PERTAINS I (f) WITH 2010 FLORIDA RESIDENCE BUILDING CODE. PERIMETER (FEET) 124 7d BOWYANCY. 7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS 2ALL ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM DECK AREA C SQ.FT) NO DECK THAN a FEET PER SECOND. V G WA THE HE TER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS WITH THE FLORIDA BUILDING CODE. U) 3. C O 9. F POOL'S WATER EDGE.NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'x THAN 10 FEET PER SECOND. ' ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET O 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY RADIATION AND NORMAL OPERATING TEMPERATURES. W W DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- z > MILTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 0 5ALL ELECTRICAL EQUIPMENT NOT SU17ABLE FOR EXPOSURE TO THE W M ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, U) HEATERS AND RTELATEDPOOL EQUIFt"IENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. O 0 W z O Ili � 3'-0' MINIMUM n- � ANTIVOR'TEX MANDRAIIN COVERS �� 2' SAME SIZE 2' AS PUMP —DECK OR GRADE SUCTION i L w /w� WIRE "5 COOPER ? 1 1/2' HYDROSTATIC RELIEF TO POOL EQUIPMENT L 1"'-24' MIN- \� This drawing is the property of y �0 TUBE . ONLY ONE REQUIRED Vicente Franco, P.E. and is not to be reproduced or copied NOTE: PROVIDE in whole or in part. It is not to CONTINUOS SINGLE "8 COOPER be used on any other project and � BONDED IN FOUR POINt(360') is to be returned on request. AROUND POOL t SPA POOL STEEL - - SEAL/SIGNATURE NOTE: BOND WIRE t0 BE SECU / - TO STEEL t GRID WITH APPROVED CLAMP. NO SCALE TO BE ENCASED IN DECK SLAB O*W OR CONCRETE BOX PROVIDING MIN. 3' OF COVER AROUND CLAMP I' NON METALLIC CONDUIT �-�� ADJUSTABLE LID TO JUNCTION BOX WEIR WATER LEVEL ONCTRETE CERAMIC TILE BASKET THROAT CMX-15 SQ.IN.) VICENTE FRANCO � I POOL WALL 7-- SU TION LINE P.E. 844 F00L �OI �� � ]MIAMIW84LN#5 MIAMI,FL,33178 L DEfRLJA7EfR L iG;�4T D E7/4 f (305)305 5631 NO SCALE SHEET TITLE 5<1�1r,-OlEfR DETA L NO 5GALE P�4 SHEET ID.: 4 of 4 i CITY l c py FROVEJ I f p r F 111,ABING I I I M.KHANICAL ! i 2j, Jv�G. S7AT AND CGUNl-� RU 7''ES AND .; ' ` S