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152 NE 92 St (11)CRITIQUE SHEET c. JOB ADDRESS .57 , APPLICANT C.Ls- I yNU PHONE t# APPUCATION DATE ZUNIJVG SHEET OF MISCELLANEOUS COMMENTS t o eel 5 ' G✓®eA SEI Ct ONNO/ 3r;Lr LOC8 INO CAT ES MMUIWG© • FENCE! A° QL GNj.y AND NON -C IU DA L[ IF NEIEMOPS PPFl nC/E FE DE/ WALL, OWNER MST REPLACE WITh A PENCC[ OWN[ R'S PROPERTY PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal. State. County, Village rules and regulations. Village assumes no responsibility for accuracy oflor results from otiose plans. 2. This copy of plans must be available co buliding site or no inspection +M1I be conducted. MBAR 2 5 y fAsk, - ry 45 11(S'7 ( 6 f 0'{ - EP Cs does Kok fn c1 Fo affitut based ci C100 'BY DATE INITIALS 4( a, Miami Shores Village Building Department BUILDING CRITIQUE SHEET • . . Permit No • • :4obisiatne • • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Te1:1305) 795.2204 Fax: (305) 756.8972 • This instrument prepared by: Sharon R. Bock, Esq. 1898 Coral Way Miami, Florida 33145 Tax Folio Number: Social Security Numbers: Grantee, whose address is: WARRANTY DEED ei P7,TrAfi 3 jav Lots 8 and 9, Block 24 of MIAMI /SHORES SECTION NO. ONE, according to the pl/a, ^ thereof, recorded in Plat Book 10 Pa o � the Public Records of Dade County, ':lprida. -Pag One of o Pag �) THIS INDENTURE, Made this /'»I day of 1993, between CHARLES HOMOKY and MICHELLE HOMOKY, h Grantor, whose address is: and LILIA LI, a married woman WITNESSETH, That the Grantor(s), for and in consideration of the sum of TEN DOLLARS, ($10.00) and other good and valuable consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee, and Grantees heirs and assigns forever, the following described land, situate, lying and being in Dade County, Florida, to wit: fi TOGETHER with all the tenements, , he /it m s and appurtenances thereto belonging or in anywise appertain � g. TO HAVE AND TO HOLD, the same in fee simple forever; SUBJECT, HOWEVER, to the following: 1. Conditions, restrictions, easements, limitations and zoning ordinances of record, if any. 2. Applicable zoning ordinances. 3. Taxes for the year 1993 and subsequent years. AND the Grantor hereby covenants with said Grantee that it is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land; and that said land is free of all encumbrances except the matters hereinabove mentioned to which the deed is made subject. The Grantor does hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever. Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations. IN WITNESS WHEREOF, Grantors have hereunto set their hands and seal this day and year first above written. Signed, sealed and delivered in the presence of: (dg, 9 , -Wy Witness 1 / . .U2 (r) Printed Name itn ss Printed Name STATE OF FLORIDA COUNTY OF DADE ss: -Page 3 // Two of Two Pages- ,:r� �- !e( ES OM KY MI ELLE H I HEREBY CERTIFY that on this day, before me an officer duly authorized in the State and in the County aforesaid, to take acknowledgements, personally appeared, CHARLES HOMOKY and MICHELLE HOMORY, his wife. They are perso,n ally known to me or have produced kas identification and did not take an oath. They executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and official seal, this I.LJ day of 1993. OFFICIAL SEAL Cz I^eri 0. Henderson M. etrrnrnission Exairet • ��tr��,, • May 18, 1997 ∎t 110';6 , -Ciiii Vrr•;� CC 287616 '......•. NOTARY PUBLIC Printed Notary . $ : ii3nature .;p V` _ 11 )1-1\ 'F' 1 20U4 SWIMMING POOL OWNER'S CERTIFICATION Date I c3 • n �{ Miami Shores Village Building and Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as /of � y ✓ , 02-4 re t o , pS . 70 , located at (3 c (■ c/ !VI t'k'v■ i S 1109 c q s In accordance with Section 33 -12(0, 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 Note: This certification is to be submitted with a swimming pool permit a lication in duplicate. Lcuend_uL Survoy_Abbr ovialiuns A (C) Cl (MC Sir Me OlIlene• C.IC.A.l,d. Clan (net Oachm.nl ol.nd loon rope Olt O.thang rn • rl.l Boa rrt Plopeoly tent A/C CO C/l nr rin Al, Co r•.1 Catch n.ain Conlon I tae Eleatic Inndoo met red I event bon nod ORO Midst Its mdl Ooohl rc Point of co,.elme ('00 Point of nepnnlna I1P Ul.1dy Pole WM Wont 11.1., 1 lenient LU( (eke U,InI. (eltn•nl g) This survey is not to bo relied upon for construction. EL.SIQ112411E: X ELODSLINEP1 MATE N: Community Nunrbor: 120652 Panel Number /Map # : 12025C0093 Sulllx:• J F.I.R.M. Index Dalo: • 7 -17 -95 BaseElovallon: Not Available CEIiUFJEf2 TO Li, Lilia and Agostinho, James. (101 VA110 W111IOUI 1111 %IGIIAIUne Al/0 1111 OmOUTAt RAISMO $(A( 01 rIOR1hA MIMEO SURVESOn A110 UAr►EII A.II9.UNQARY SURVEY 111 1 tI IIIVr (1111 *1 111'11 s CIIS COIIC r11 IM) 011l rcc roc A 1 -1904 "Recertified", Certified To revise added . te. , A-4, '/26 2 Ih nw.,d C 1 1,0.411 (, Ole 1110d1 5111/C 1111e Cantons Sown! 0.•.,,,•d 1 !molly unify thal Ills survey tepueeoled husoot oasis the ndnlnvull technical e1. nd. 1•1 tooth Ay 1he bond of 1.evd Sarveyool In cImpl•r t1O114 rlooldl Adodulch.11ve Code pal sit /nl to Section 4/2.0.1 Ile. Mobiles. 1(1n.e ale no encon,clo memo, ovubp., ea mounds s appu.lnp on the ('ta1, other Than as shown betook) O.elhe,d uufily Sinai Poll of Compound Cur ve Point 91 Coouuencemenl Cu141 Angle Alclwu 1 n/nnnl Boarings, If any shown based on )(reforonco)' 111.1.00AIE III I)11 11...1.1.••• Cli CIww.l lh,lance 1.f. 1) ..... o 1•.,en..nl 111 r,. .1lpl. bed IIOVI, 141 0.nd.l,c v.. In al Dolton r1.1 SIP sd l 0.1 rope SWK S.d. ,alt .111.1. l es. null ('1 roinl n1 tangency WM WM. • Melee 0/S • 0111111 Inc ' r.g1 1'ei nl R ) All Clearances and /or encroachnlenls shown hereon aro of apparent nature. Fonco ownership by visual means. Legal ownership of fences not determined. " b�) The issue of this survey is only for trio exclusive and specific use of thoso persons. pal lies or institutions shown in the certification. Any other intended use will require wrillen approval from the certifying surveyor or firm. c) Code restrictions and title search aro not relleclod on this survey. d) Underground utilities and encroa•::hmonls, if any, not located. e) The flood information shown hereon does not imply that the referenced properly will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee !hereof, for any damage that results from reliance on said information. 1) The lands depicted hereon were :;urvoyod per II►o legal description and no claims as to ownership or mallets of line are blade or Implied. • I'ago 2 of 2 11 DAD (MW SIC scn 1 11 Li,Lilia, and Agostinho James PROPERTY OF: . . 152 N.E. 92nd Street, Miami Shores, Florida LANNES AND GARCIA, INC. L.13. /12090 Surveyors- Malipers -Land Plalu►ors IIEALE ,MITI( 1523(1 011Ico Address: 359 Alcazar Avo, Coral Gables, Fl 33134 (305) 666-7909 ' (954) 523.0663 SCALE 0II/0W11IIY an oo. m OIIAWIt 11110 154539 154539 0.41. , /lad. 1 n•gl• ra W. S.., el Sc.. nod .%v 7 37 - 5 , 37. 5' — 1 - ' F //° 3�4s;Na 04.95 GO./'. 1l',4L.K Z?..ScfJ L . /G• ' , /i'3 /4 " This proeprty described as: Lots 8 and 9, Block 24, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. h Lfi 3o - 2 o /30. 33 ,) f(/ ) -fir -` .. ' r -rte)' • l j /^/DOi� tfi ti) • 1 . DCG GE kl o /30. /B (,.=) /.30.3O 27) Note: Underground encroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. AO' F//="' 3/4 ; Fi P 3/4 ok PROPERTY OF: Agostinho, James, Not valid unless embossed with Surveyor's Seal. Li, Lilia and • A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board f-Laryd Surveyors =- rsuant to Setlion 47 .1 27, Fla. Stat • s. There are noen• •. chments,ov:.'aps,easements app ing on the ' at, other than as sh n hereto. r G C):_-,4 T/ 04/ /t✓1,4F �J.rs � ECC /Ju - G EA) TE,e % / //.= , 2 /h<J - ,QiCf - T OA- YJ c y CM) — M c QS v FE0 — i°2 0 2 T L./ "/E GOivG . — GU -j c.-,e < 7 - != / F — O i 4.2 , L e c.1/ , /, G L . — C. E,4 ,e /•11 .5 — . V o T To .1TC,4 [ 5 Page 1 of 2 152 N.E. 92nd Street, Miami Shores, Florida. d Surveyor No 4 32 /606 VIP w LANNES and GARCIA, INC. L.B. 12098 - BEALE SMITH #5238 ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 - 7909 DATE 7 B 93 1 -19 -04 'Recerti le • , Certi le. To revise,. a oo. /- 2 7 a y .oiler. //4- /49 f / 37, >, -j SCALE DRAWN BY 1" =20' , ,/EAYE,V n orma ion a DRWG. NO 193 -5208 • 154539 co CONT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at f .Q /'JF% 9., -VT-Miami Shores,. Fl., 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 co sidered as committing a misdemeanor of the second degree, punishable by fines up to $50. nd /or up to 60 days in jail as established in Chapter 775, F.S. CTOR'S SIGMA CTOR'S NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAF 1 "Y ACT & DATE LEASE PR NT) . KENNETH SHERMAN t Noar Notary „ Public, State of Flor,i t� r, Comm. No..DD'1824 20i BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795-2204 FAX (305) 758.8972 OWNER'S 1 LEASE P R I VY )KENNETH S HERMAN °a0.80/ Pubr►c ERM AN ! M com , State of Florida 4� - m, exp. May 20 0 r": Com y240 7 - ,Y, : r . •-• s .1 • t••••"••• ••••""r AFT " ., • $ • • • 4 : - ' ' • , • ■ '•••••." - -' e' * '41 :7 - • , • - • •, ,• - • • • . r • „, ■ 47 .7'7 • • • ,•-•1 , . • - • • • , • . , -• 0 - - 0.. -• *.••••••..•;-":"' v , * *. t -- • r P‘ ).■14,11:\ r ""••••• " str - lt,zryt . rzci v • - .e.re0.4 '0 a ra• •20 At ill. tiaSbrn bi.)11 A.N4 bVtloci. 1 411.1 1 r , ' . ,t)v1v.ile :tot— I ft v V- IA I a- 4 0 NI 1 . ) a , 1.,Ot Stroildu c:ottiFA 6 . 4- •- • 0 UJat, f,1 $1.1 tbt �Ch7`l ti!tlIcji - }1 <4» ,.SrS 11 :Aj " •i trait 3I; ,_. $ 7- 7' ••• • • • ••• • f • • ••• ••• • '•''• • •• ••• • "••••■ ••• ..k."1.7: • •,* • "••• ' 10 •••••• ' •:•.. • / " • • •••••• 7• ■ :•• •• • • . 4 ..4• .!.•• • * • • • ••••••••',W — ) w *-1. oet 144 5,4 ;: tilirri 7 : 044 ' 1 • *(- "t, „ Astcurreok, pre, C Ek 41Nik - 71. r p. • • ' P I • • • • `',5' 4,, •-de> 4 A Nv 4 • . 4 • • . 1., 4 r • *�i t3 Js Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. pp Date- -- - -- - - - -- > 19 S. / 6 k 4 Owner's Name and Address_-_ — e !ij N`�_ 2 Street_ _:�4N ,'��� Registered Architect and /or Engineer___IAL47_. L —_ _f_ '' '* Name and address of licensed contractor �� & .' Location and legal description of lot to be built on: y Lot_ —_ ' Block_ Street and Number where work is to be done /___f2- !/J . /✓ J 7 State work to be done and purpose of building (by floors) __ _- C New Building___— Remodeling__ ___ -_ Addition Repairs_ To be constructed of C__ � Kind of foundation. �f Roof Cov d Total cost of improvements $ �" O � 4 Estimate Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submi all the plans and specifications for said building. All notices with reference to the building and its construction may, be sent to_ tT :o M � L '-- ,_' 44 The undersigned applicant for this building perm t does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice . or notices as are required by the Act. The undersigned agrees to employ only such s contractors, on work to be performed under this licensed -- - - (Signed) _6_1 . ._ _'�!1� permit, as are d h b y Miami Shores Villa ge. STATE OF FLORIDA, k COUNTY OF DADE. y ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _____� _____to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the --_-_--------------------------------__- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.l_ /� 7_3_ - - -- Disapproved __ ___,_ __________ Date (Signed) — -- - -- -- : - -- Buildmg Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Subdivision_ /�C/ 5 9 �' Amount of Permit $ Plan Cubage Size of Building Lot Date_— _ —___— __ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires and for no other purpose. No. of Stories _________ ________ 60 3 PLANNING BOARD— _____________________DATE Chairman ------------------------ --- - - - - -- ____ - -- Member Member Member Member - - - - - — -- Member Council Approved_ __Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • . - - .7: CO =Alf • •„. • 1 ' ^,4 '•"*.. , 0 • „ Mme. gA t4/71 -1 NG1 u .4 - r 1 /So k 1 }{Eta r A"rri G < -G NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS FROM PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN THE MINIMUM REQUIREMENTS, EITHER BY OLL.NER OR BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL- WATER EDGE FOOL LAYOUT 1/4" ■ 1'0'" 1 VENT LOCATED A MAXIMUM OF 50 FEET FROM MAINDRAINS 4' CHAIN LINK FENCE EXISTING RESIDENCE 2004 O.H. SERVICE POOL REQUIREMENTS: SELF - CLOSING/ SELF - LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON- CLIMBABLE IF NEIGHBORS REMOVE FENCE WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY ALARMS TO BE PROVIDED ON ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO POOL DECK METER PANEL SEWER ( 10 SELF CLOSING SELF LATCHING GATE It SITE FL41N1 I 20' 53 43132 EQUIP El 1 ' WOOD FENCE 56.01 � h SELF CLOSING C ^� SELF LATCHING ", GATE 0 Q t 0� WOOD f INC --1635 rk 9.3 JO� CE DA rk - FEB. 14, 2004 ELEV. TOP OF POOL WALL 1 5 411 DEPTH OF POOL 6.0 v ELEV. TOP OF MAINDRAIN 15 5 FLOOD CRITERIA 5.0 96 ELEV. TOP OF MAINDRAIN 15 906 POOL IN FLOOD CRITERIA 3.5 LESS 2'0" HYDROSTATIC VALVE 1.5 ✓ SLAB THICKNESS REQUIRED 6" 38 SURFACE AREA (SQ. FT.) 411 150 VOLUME (GALLONS) 15000 0.15 TURNOVER (HOURS) 5 22 PERIMETER (FEET) 96 DECK AREA (SQ. FT.) 906 BULLNOSE COPING "3 BARS AT 10" CENTERS HYDROSTATIC RELIEF VALVE POOL SECTION SET N WASHED ROCK BED NO SCALE 2.10 THWN + 2 "10 THWN IN 2004 3 /4" COND. D1&c. 1 -2P -304 METER HOUSE PANEL 16V TRANSFORMER 3 4 12 THWN IN 1/2" COND. 1 -2P -204 NOTE: ALL EQUIPMENT IN I- I1` VIEW OF POOL PANEL TIMER /3 4 14 THWN IN 1/2" COND. 24V. DC TRANSORMER AQUARITE JUNCTION BOX 2 HP PUMP " 12 OR 150W 100W 4 10 FOR 200W 4 300W 2 "" +1 "12 THWN IN 1/2" COND. SEFR ID IACIIRA1" 1 12V 150w POOL 15W ELECTRICAL NOTES: 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. 5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEALERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. SAFELY NOTES: 1. A PERMANENT SAFETY WARNING SIGN 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 SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE IS 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 18 OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED OR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. NOTE: PROVIDE "8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK IS 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 4 5 REINFORC- NG FROM T ARHE IN THE PERIMETER PERIMETER STEEL TO EQUIPMENT TO HE ELECTRICAL PANEL. ONNEC7ED FOOTING. A BOND WIRE 61-IALL THEN BE "3 BARS AT 10" CENTERSj POOL SAFETY DEVICES: AS PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL BE PROTECTED (AT THE OWNER'S EXPENSE/FROM UNAUTHORIZED AQCCE68 IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. A PERIMETER FENCE SHALL I3E LOCATED AROUND THE POOL UTILIZING A PART OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE COMPLIANCE WITH ARTICLE 424.2.11 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 16 TO BE USED A8 THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL SE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 16 EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN 71-4E DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT t-4E HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LA37 NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH ASTM F1346 -91. 3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES IN HEIGHT SHALL BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS. 4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE 16 INSTALLED IN COMPLIANCE WITH ITEM 3 ABOVE. INTERLOCKING BRICK CEMENT WEDGE 2" SAND BED ROCK BASE w3 .10 " CENTERS e4R 8P LIC WALL SECTION NO SCALE NOTE: BAF4 SPLICE NOT REQUIRED WHEN FLOOR SLAB STEEL IS BENT INTO WALL. POOL WALL POOL COPING SIR ICK ON SAND DETAI NO SCALE BOND WIRE TO POOL STEEL POOL WALL STEEL NOTE: BOND WIRE TO BE SECURED 7T 70 STEEL WITH APPROVED CLAMP. _\ CLAMP TO BE ENCASED IN DECK SLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP 1111 1/2" NON METALIC CONDUIT TO JUNCTION BOX 2"3 BARS ACROSS NICHE LIGHT BOUY UNDEIRWATEI:R ICI T DETAIL NO SCALE STRUCTURAL NOTES: I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL NAVE A MINIMUM YIELD STRENGTH OF 60,000 P51. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) 51-IALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P5,. 4. THE DESIGN OF TI-415 PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS OTHERWISE INDICATED ON THESE PLANS. 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE APPLICATION OF HEAT TO THE STEEL. SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 P&F. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. OPTIONAL 3 4 "x2" BULLNOSE TILE STEP SECTION NO CA E 18" 18" 12" 12" ;9 3 44 "x2" BULLNOSE TILE NOSING 3 IN 10" CENTERS SUJIMOLT SECTION NO SCALE 12'1 4 RISERS AT 101/2" EACH DOUBLE BULLNOSE 6" CERAMICS 1' - 6" .3 BARS AT 10" C/C STEP AND SEAT STEEL NOT REQUIRED SFA •9 ANTI VORTEX MAINDRAIN HYDROSTATIC RELIEF NOT REQ'D. SECTION NO SCALE POOL FILTER WITH 150 5Q. FT. OF SURFACE AREA CARTRIDGE 6 "x6" CERAMIC HANDHOLD ON MAXIMUM 4'0" CENTERS. Ali I-4ANDI-40L1D 1 DET4IL NO SCALE 12' DOUBLE BULLNOSE OR TILE 11/2" AIR VENT 2' JET /INLET LINE "3 BARS AT 10 " C /C OPTIONAL 3/4"x2" BULLNOSE TILE NOSING ON STEPS AND SEAT "3 BARS AT 10" C/C . / � V z� /z gyp\ ISOMETF'IC TEE SAME SIZE AS PUMP SUCTION RECIRCULATION PUMP 2 HP, 95 GPM AT 60' TDH SELF PRIMING PLUMBING NOTES: 1. 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 51-IALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 I/2" DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER- TAINS TO BOUYANCY. 1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. tek l i f •4° " HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED PROVIDE SCREEN MESH AT JOINT WATER LEVEL WEIR TURBO BOOST INLET A7,4/ p T/1. 3 0 , . /rF M /, co M4 NOR4 N DE - 4 L NO SCALE TOP OF POOL OR SPA COPING, WHICHEVER HIGHER VENT DETAIL NO SCALE POOL COPING POOL DECK MO moa M MIN. 15 ea IN. � BASKET � 4, _ .,. 11/2" TURBO • RETURN .. 2" SUCTION SKIMMEIR SECTION NO SCALE POOL AND SPA DATA: SWIMMING POOL NyDROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA'S 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. OF 04 s cIV cY /L iNtER 7123. FEB. 14, 2004 ER P.E.