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230 NE 94 St (6)The only key locluibl safety lock industry th c f TA _V, BABI? idiUARD M0.4'5t1-11 POOL AlkitiA/V, TO PaML [Vf Colors Available TVI All Poles Reinforced rVi See thru mesh v I Removable in M inut v'] LifQtim , 0-14,0 eight eta-e.:44 4 No The BABY GUARD safety pool fence was designed with your child's safety in mind! BABY GUARD meets or exceeds the standards recommended by the National Safety Council, Consumer Safety Products, and most drowning prevention committees. (At BABY GUARD we will not offer a product that we would not use for our own children) The BABY GUARD safety fence can easily be removed in minutes, or gates may be opened for easy access to the pool for swimming or maintenance. Wh ite Colors Available BABY GUARD REMOVABLE SAFETY POOL FENCE Baby Guard thanks you for your interest in our safety pool fence. Baby Guard manufactures the strongest, safest and most attractive pool fence system available today. Pool fences are not a substitute for adult supervision. No child should be left unattended on patio. Baby Guard uses the latest technology to ensure your child's safety and protection. We use only the strongest mesh, poles and accessories. Our fence exceeds National Safety Council guidelines and is offered in either a 4' or 5' height. The Baby Guard safety pool fence is designed with your child's safety in mind. "Baby Guard puts more in to keep your child out ". MESH: Baby Guard manufactures two meshes. One is a durable woven mesh, available in black only and placed with a pole every 36 inches. The second mesh Baby Guard manufactures is our Baby Guard Premium Interlock mesh. This mesh is an updated, stronger and improved version of what has been available in the industry to date. The interlock mesh is rip - proof, mildew- proof, fade -proof and shrink - proof. This mesh is placed with a pole every 30 inches for added strength. The Baby Guard Premium Interlock fence is the first safety fence ever engineered and manufactured strictly for use as a pool fence. It is available in four colors with matching poles and ten color combinations to match any home decor. This mesh offers excellent visibility in all colors. POLES: Baby Guard constructs its fence using a non - corrosive, rust -proof XT-6900, pole, considered the strongest pole in its class. BabX Guard also offers ft'd einfor d which are strong and durable. Both poles withstand all of nature's element impact. w t nstruct the B Guar d al ninun nposi poles for tpjximum WARRANTY: The Baby Guard . ,satetj covering every part of the fend; We hope this information has b your child's safety and your peace - 0 ACCESSORIES: All of the parts use quality. Baby Guard uses only stainless screw s, eavyr eev inserts Guard stainless safety latch is strong, secure and is uarant d o rust o opened by an adult. Baby Guard borders its fences on a i four t estwith a stitched. With the highest quality threads, a jock stitch can idsu e y ur border w REMOVRh3L "WE NEVER t 5389 HiatU NATIO See Us ce comes with a full Lifet he jnstallatio ome. H POOL FENCES O R GRAD DOWN" ogd Sunrise;'' FL' 3 351 HEADQUk RT RRSx w.Babyguardfee .cone LOCAL DISTRIBUTOR highes q'he Baby an onlybe X w' icl is double is warranty . 11 ensure Baby Guard services major cities nationwide and it's commitment to quality is backed by our manufacturer's warranty. With over 75,000 pool fences installed, you can be assured you are receiving the best product and installation for your child's safety TIIE ULTIMATE CHILD -PROOF LOCK aby Guard Patent Pending Product All installers are CERTIFIEi thrtgh° Baby Guard to ensure only the highest quality installation Baby Guard utilizes two (2) mesh types; The standard mesh, which is available in black only is made of a tightly woven mesh and has poles spaced every 36 inches. Baby Guard has developed it's own brand of mesh, this mesh was developed for pool fence use only; available in Black, White, Forest Green, Beige and Blue. This mesh is the Baby Guard non rip interlock made with UV and mildew stabilizers. The mesh is transparent in all colors and will not shrink, stretch, fade or dry rot and comes with a Lifetime warranty. Baby Guar 's superior safet} ericing, along with years of experience installing pool fences, allows Baby Guard to install on yirtuall an surface such 's: wood, tile, brick pavers, interlocking brick or any decorative deck coatin S an Seawalls. The Baby Guard "XT-6000" pole is non-corrosive and rust proof. These poles are the strongest in its class and available in coordinating colors. The Baby Guard fiberglass composite pole i5 strong, durable and built to outlast your use. Available tr black only. NCE CONIPAN • 1■Nide. • - 1 eh IR A ailab e in c lors tg inatch most horn ecor. OUT OUR COMBINATION COLORS. - 4 CiEC'KFD BY: REVISION: X 71' t4< 48.40 .45 vvt.e_ r )A, - ::)?)// 188. c N4) Aye L . !� i SKETCH OF SURVEY N.E. An /6: /- // 5%.5./1 E 5/a /F i-1 6 ii - -- 94 S C A L E- ST 2L'PA0 /6/16v7 ABBREVIATIONS: C..= Clear. C.L.F.= Chain Link Fence. I.P.= Iron Pipe. W /M= Water Meter. D /H= Drill Hole. C /L= Center Line. N/D Nail & Disc. CONC.= Concrete. W.P. = Wood Pole. W.F.= Wood Fence. F /H= Fire Hydrant. ENC.= Encroach. M /H= Man lble. M /L= Monument Line. P /L= Property Line. (M)= Measure. C.P. = Concrete Pole. (R)= Record. C.B.S. = Cbncrete block & Stucco. ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WIT4HIN FLOOD ZONE "X. FOR: William DATE: JOB M. 4 -2o- 1195 y5- y3a> LOCATION MAP N.E N r S - 94 — ST PROPERTY ADDRESS: 230 N.E. 94th Street, Miami Shores, Florida 33138 LEGAL DESCRIPTION: Lots 5 & 6, Block 2 MIAMI SHORES SECTION the plat thereof, as 10, at Page 70, of Dade County, Florida. Robert Smith III. CERTIFY TO: Union Title Services, Inc. Wi III. Northern Trust Bank of F successors and /or assigns, as appear. Commonwealth Land Title Ali GROUP, INC. LAND SURVEYING - LAND PLANNING 9350 5 W 22N0 TER CE MIAMI FL 33165 PH (305) 2200073 FAX (305 ) 220 -37 "70 I HEREBY CERTIFY TO 'IHE ABOVE NAMED FIRM AND /OR PEONS THAT '1HE "SKETCH OF BOUNDARY SURVEY" OF THE HEREIN DESCRIBED PROPERTY IS '1RUE AND CORRECT TO THE BE ' CF CUR MOWLEMT AND BELIEF, AS RECENTLY LY SURVEYED AND PLATED UNDER OUR DIRECTION, ALSO THAT THERE ARE NO VISIBLE ENCROACIMIIlS OTHER THAT THOSE SHOWN AND MEET'S THE MINIMUM T'EXHNICAL STANDARDS SET FOR'I11 BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA SrATMES. SURVEYOR'S NOTES: k This is a Boundary Survey. * Legal Description was furnished by client. * Examination of the Abstract of Title will have to be made to determine recorded instruments, if any affecting the property. * Legal Description subject to any dedication's, limitations, restrictions, reservations or easements of record. * Scale as Shown. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. F.B. -PG. 75 - 7') SKETCH NO 7, "AN AMENDED PLAT OF NO. 1 ", according to recorded in Plat Book the Public Records of DRAW BY: lliam Robert Smith lorida, N.A., it's their interest may Insurance Company. A) , BY: " • LANDO ORT I Z . PROFESSIONAL LAND SURVEYOR No. 4312 sTAT'E OF FLORIDA. REVISIONS BY ill 1 hiv) .A1G G2g OC Sheet Of Sheets ■•••••••••■•1•••••••• —t F- — i/iVING AREA GA RAGE K 11C AIR CONDTION PLAN L OAVIROCM c,t) it ir?. 40 6FEK s et-txRcic'm --- 404 0A - • • •.• • ' •`' - ,..........." GI.:;,... 4 ...... .._...f • r#A5 ouv 1 ••■■•■■■••••• gq.679 1101:fat 4 ". rti Ps:V*0.4,44:4'011bl FECE.;?,11, ST.41£ AND COUNY 114 ..ti) ikAttl Th)ti3. ./411 soot, Kte.4641* 4..3„veft CO St.ctiki`18111771'S FOR leC VRACY trr 01 OR gt$.11.4 MP/ &the!' 11/071 Pli1011/13 CO'Of AS ADOPTCO 8Y AlIAN S.'1Q2k-4 '644,4o.if-Ct4RED. ARCNITCCT, 81400 4 St'8 3/_ 1f;;: 4t.i' C800-0 YOH TNE it'ialle1)13.: Of AIL 8liiltiNG PFNAPONS oithekrVoorstecipektY INAVATED IftRat r 24 X 3 8 PRiNTE0 ON NO. 100011CLEAAPAtNT • /IV ill 11,L,Q) t, % %el %•■ 4.11. = 1 lit-Te-10 :ftwet " - - - - - ..... . . • t tr ' I " 44, 104 - t ,I I,' 4' - t.• !! --I-4.- . , %S■ ;.- 0 1 ' -4.4•11■ I tp, I 1 i , i I 011100, 1 ! dam ! ■ . , ' I t 4 i !! 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. Date d � , 19 Owner's Name and Address_ - - - -h‘e.. 11.0 _,Q / ' _____ -- No.__ ' Street__1.2(t_�% x -4/ 21 - - .:Y/ G_'5e Registered Architect and /or Engineer Nance and address of licensed contractor_____ L% /i1� Location and legal description of lot to be built on: Lot_ _____✓ ¢ — _______ Block G 2 _ Subdivision _ �/ _ Street and Number where work is to be done �_1 Q ____� _ State work to be done and purpose of building (by floors) l /V/4 Ze.T .'JQl1J —__ and for no other purpose. New Building___ , Remodeling —__ Additi Repairs No. of Stories —1 r.,491? 1_7_' _ Roof Covering_ - - 7!,r E S-- __1�1Z4 1 ' 4 - : - To be constructed of_.� � ' � _ Kind of foundation_ Total cost of imp vemohts _-Amount of Permit $ Zone cubage required ./-1.—..i ' J ° —__ —Plan Cubage______ Distance to next nearest building 2..._2_._ - 1 :7- 21,:_ " 1--- ..._► _._ __'f Size of Building Lot__ , Maximum live load to be borne by each floor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT I hereby submit the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for. this building permit 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 front all contractors or sub- contractors employed by him 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 subco tractors, on w, to be performed under this permit, as are licensed by Miami Shores Village. Remarks — - — (Signed ✓< STATE OF FLORIDA, COUNTY OF DADE. y ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Conunission Expires_____—______ 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. Pernmii No. Date Disapproved Date (Signed) 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. a 1e 80' re "'J b't • p 3 N 1 s' — 7-7 t RIM `\. �I. A,"I=-114LT ' ,c , igvr G o i Z 5 . g.vtw.tanc Y GG. OG 1 1x' 9 ealvestm 'CNOtmeettme Cot ' :MEAMt.'. rt ORtDA /s/Ore` P O ! ZoA/zA 0 - e =G • NO No 6.45 I hereby certify to all parties ' rote r ested in title to premises surveyed that the plat shown on this sheet •is a true and'correct'plat of survey made . - under my direction of Lots. 5. & 6, Block 27, An Amended plat of • MIAMI SHORES, SECTION NO. 1 recorded in;plat book 1"0 , .page; 70 -, Public Records .of ` ;Dade County. Florida. Thatthefjuildin ...r building" : 'xald .other ire- provexnents he as ; shown . .plat. Thom there are :no v sible'encroach relents* other than ::shown'. That dimension shown are true an'd correct to the ` best 'of my ,knowledge, information and. belie#. Richard F.;:..Giersch, Yr. Registe -Engineer and' Eared Surveyor No's. `1083 and 89 to 3-30-51 Hundeford'. 1392 NOTE: BARRIER PROVIDE SAEETV POOL COVER TO COM[LV WITH I SECTION 424.2.17 OF THE FLORIDA BUILDING CODE OR WITH BARRIER REQUIREMENTS OF SEC. 8C -4 CHAPTER - 8 MIAMI -DADE COUNTY CODE PPS iv Ga1.IG . , wa► r w.r.nr BERM DETAIL poc. L a K wA L I�.waY °1- 1t.44 1 Ci / SC: 1/2" =1'4)" 106 ADDRESS: 230 NE. 94 STREET MIAMI SHORES, FL. N (4. 6ATE. 4, ' 4 "1'N MJfldOUd S,U3NMO NO 30N3d it' `d H.LIM OV1d3U 1SfN U2NM0 `11YM /3ON3d 3AO1 SUOGHOI3N di 31SV8NI1O ONd (NUN) HON ,t' :30N3d f33UInoaid S3.LVO ONI>4O01 /ONIS010 :;' - mod Edt ,J I pfr1 j 4 \ `1 �E f OOL SING IJ FEMENTS: LOCVN1G . .° i r TES REQUIRED V CE: 4' HIGH (MIN.) D NON-C. LIM9ABLE HfORS f'' F,MOVE FENCE/ OWNER TL usT REPLACE ITH A A!' FENCE ON iae� # 23o \\\\\\\\ 3>C 3 6d1 s - t ' O p (t: L' - 1 t. IS) \ \ \ \ \ \\ \ POOL SITE PLAN LEGAL DESCRIPTION LOTS- 5 & 6, BLOCK 27,MIAMI SHORES SEC. 1 PLAT BOOK- 10, PAGE -70 MIAMI -DADE COUNTY, FLORIDA , NN \ \ \ \ \ \\ \ \ \ \\ F11.1. EL 't2.(0, e.„,4191 GO IJG • WA Kviily 144.0 1' '4vAL.1G 2 SC: 1" =10'-O" \ \\ 8. 40 1 E.pc 1411 de 2rA I ►-J F i E L.D 2 &AY 1 E1 P'4.1) 5 1- III''H wtavo FEI.,1Ge ax 15r 1061 _.J Th juN ti 1 vVEp- 1 -454p liN SOIL STATEM EN1T BY VISUAL INSPECTION SOIL CONDITIONS APPEARS TO BE CLEAN SAND ALND ROCK WITH A MINIMUN SOIL BEARING CAPACITY 01F 2,000 PSF. ARCHITECT SHALL SUJBMIT TO THE CITY INSPECTOR A LETTER SIGNED & STEAL ATTESTING TO THE SOIL CONDITIONS AND FOUNDATION DESIGN. NOTE: WOOD FENCE TO BE SELF CLOSING/ SELF LOCKING GATES. FENCE TO BE MIN. 4' HIGH AND NON- CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY. 0 MIN I -o' 7 -°' -o' MAX. 4 ET,F,C,TRTCAT, DIAGRAM ELECTRICAL NOTES: 1. ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC - NFPA -70- 1996 -680 2. PROVIDE GROUND WIRE SYSTEMS LOOP WITH # 8 COOPER WIRE FOR POOL DECK WIRE MESH AND POOL STRUCTURAL STEEL 3. GROUND ALL BOXES, LITES, MOTORS, LADDERS ETC. WITH # 8 COPPER WIRE, SEPARATELY POOL PUMP MOTOR TO BE LOCATED ABOVE GROUND WITH # 8 GROUND WIRE. 2'X4' P.T. HORZ 1'X6 P.T. VERT 2 1 --� 2 P.T. HORT CENTERED BET TOP a BOTT RUNNER PROVIDE IS* FELT GPERIMETER OF WOOD POST SET IN CONC. o • [-l2' MIN. WOOD • ENCLOUSURE WALL DETAIL . • 1'X6' VERT 2'X4'. PT. HORZ. .4'X4' PI WOOD POST. MAX 4' -0' `/c PROPERTY LINE FINING. GRADE • 12 CONC. FILLED AUGER. 205 TRANSV. --J sc. • 1 /4 r # Lire. LOCATION PLAN 01Z c'. IQ 1/2 d JAI/ .J v y ono ii e■o x 15c.6WITaI.4 "^f P. G L gG 1C PIMP To 20 A Mpp 2 Pow eiarsk213 fry k ip, T v 20 Am?, t Po LE e K.e.2 ( LITES I Il AN)- ro F�s1i.TsN61 •PI>J I-4dtA € PaNRL uREV 151,.. b 11 77 1 70+ SNx�' 1 U CC 4 DATE lJ I V \� C 0 '_ v O E tfl VI 0 • SHEET 1 m a c « c O U 0. O, - • C E m; o O z c o c 0 c o of C a, O 0 at n ; E v a, C A • E .J lt- Vf W 0 2 N N Let O 0 M .J W 1- M d' 00 N O p N r � r Q M J l Z Lt- an w O 2 — Z 2 1-- 6/ 18/2004 CV Ln M 0 0 0 L E G E I JOB NO M -04 -114 POOL DATA & EQUIPMENT SIZE & DEPTH 30' X 14' / 3 -6" TO 5' -6" CAPACITY 15,200 GALS. PERIMETER / AREA 98 LN.FT. / 450 SQ.FT. PUMP * 1.5 HP., 230 V, 1 PHASE FILTER * CARTRIDGE 175 sq.ft. TILE 6" THRUOUT TYPE OF DECK 4" CONC. SLAB EXIT RAILINGS N/A COPING CONC. BRICK BULLNOSE POOL TURNOVER 6.5 HRS. SPA TURNOVER N/A tel !- II To PEG4c. 4 V 0 0 1• 0 I n c 1441.19 t-Fo t. v 46 1 41)P -P e d g-E,4 45 R 1 M 67'6.r - _ Lk' • F'1; 1Z Slt.14 MEr_ � ► -E- 30 ' 1^ : 5 1? RiaP VAGUUM I ,i ----- 3 °4 ©eEP -== 1� 11 11 11 11 11 A ter -• d X \\ 51 Pj POOL LAYOUT PLAN C: 1/4" = 1' -0" ■ /w W Q - �� 1 11 1 i t 3.►v )( 3 ° 1.Js;, S L Qroptµax,F.. r evP 5l.+ 12.1s b tip I k.1 1 t1 4 11 11 11 11 I I I 11 1 11 I 1 1I 11 11 I P Poat. EA V 1(411g4-11. I I cat.JG, 41.4U> w / r�x L• Iv /IQ wIizE * LJ • 5.p. wE LL pw-T - 51? al, -E.wu F1 L-L. , 1 3 a 7;4 P 6es pe-rA L * 3 e-A PIw l crc. e FiLT 175'.FT. PUMP PIPING DIAGRAM - 1.1 2v,/,657E 1. H.I. 1'V N1 P I HAGE 230 v (l • '/ vA LVE. 1,/2., WASTE To ho mO EA AWAY F %-t • L / 1 /Z v6Irr ►� I F 1, Q 241' ,off p L. \ wA�rE� L .vt; L 1 11/2. i \` / '' / v /\e /A /\ \/ ∎, 1 —.�� .� PA 46 Px'L wat,L. 1 1 -'56 4vA r. g. F 4 ,I 5 + L. 4' 3 PI 2 \/ '� ' C iDZ 4( i 1 -1 Te. vEr� .I 1 1 I = �1- h 1 NI - 4 1 :..1 1 / 1 Sw i m o,J7 2 2." \\— 1 2 11 L ' f✓I 1■4 WTI X p�L 5 '/ A tJuN1 vAGv ;: 3 -wAY v�LvE POOL PIPING PLAN SC: 1/4" = 1' -0" 15,200 GALS RECIRCULATED IN 6.5 HRS. 1.5 HP. PUMP 1 PHASE, 230 V 60 GPM I75oFILT5g I /Z WAS'Te .\\ 11 1) PE\/ 1 F ET 7 /1 Ant DATE • « a a• y c H ; v � 2 5 y r • 0 o i0 • o ` c d o o l/1 S ileaor JOB NO SHEET 0 .0 2 a+ 0 y A E o E f. o o d • w c c u o M d, L o � .c • d c i v RI 'CI E 6/18/2004 M-04-114 OF C G E tll co CU x 0 0 0 FLOTATION ANALYSIS WATER LEVEL ELEVATION 11.68 POOL DEPTH 5.5 LOW POINT POOL 6.18 FLOOD CRITERIA 5 F.C. DEPTH LEVEL -1.18 LESS HYDROVERTICAL -2 HYDROSTATIC UPLIFT -3.18 WALL THICKNESS TOP BOTTOM PLACED CONCRETE N/A N/A GUNITE 5" 6.5" FLOOR THICKNESS BOTTOM PLACED CONCRETE N/A GUNITE 6.5" ' / l 2 • Lr. 6 s-r'op WATER FEATURE ELEV. sc: 1n" = 1 2 i1 toIJG• f3 IGr-. ‘0•1011-161 3OI11rJIDE ,F� 51-4 ;A 0 Ee-EIJ HALJ D N vL D Li X L T► Ls- FILJIsN WALL - WATER FEAT. SECTION sc: 3/4" = t► & 0l1 C I I 4 4PweK.eT1 - I 1) _ 0 MINI NEM MIN a►�� ►TIc'�% c . 40 "1"6:wr -7 I I /y ■•41' F5.4TLJ �ETV -J STOOP DETAIL SC: 314" = -0" a ll SLAB EDGE DETAIL sc: 1 -1/2" = 1' -0" Pc . Go P I (Go L16. 134-1 IG w/131/1-1- IJ o 6. E) u 6, Paw - TILE. P.PL w4 Tv R LEvE L 11 4 e► 40P w/2 # 3 Go1Jr• b l k I x , I $ GvuG. 5 • Tv t' c-E1 L wArg�„ F geTuF 4 I I 4o t-14 - Pao L b Ea K- x v✓sL. GopI114 (64:: 14 W /E3LJLLJG, ) ,� a _SAS . s Pool G x - rl LE. w�aLL PROVIDE DI = ERENT COLOR TILE NON -SLIP AT SWIMOUT EDGE URA I .1 MAX L:I,h►JGE. 1'0 VENT TEE GONN -T• VARIES eEE 2■.;7 •I 3-a I•^ I N . 2 / V 2.. /z CONCRETE &L.A3 W1TN EACH 'JAY SWIMOUT DETAIL MAIN DRAIN DETAIL y l/ 6 14 PI P 1 1-41 HANDHOLD DETAIL Il I /Z VE;kIT PIpIU M4x U4JDO:iz:w4r g, LE Wain-4 o P V E I-J T f' 1 p 106 3.9 26-1 - 011 6 Vi POOL TYP. SECTION WATER LEVEL GRAvtL SC: 1/4" = 1' -0" BIJCT ION L`NEs o Q WATER LEVEL STEPS DETAIL POOL. BOTTOM MAIN 1 II (C), O 12" 1 (C) SKIMMER DETAIL POOL sG' ?CM (C) 18" POOL BOTOM / (A) R16ER HEIGHT MUST BE UNIFORM (B) 2 2" FROM THE UNi4ORM RISER HEIGHT (C) CONTRASTING TILE AT EDGE MAIN DRAIN WITH ANTI- vORTIVC GRATIS 16 60.IN MINIMUM 011 AREA DRAIN DETAIL GOhJG , QEG4„ 6" (MIN) CONCRETE ALL AROUND DRAW BUMP VARIES (eE FLAN) TYP. WALL SECTION GENERAL NOTES: 1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE 2,500 PSI. AT 23 DAYS. 2. ALL REINFORCED STEEL TO CONFORM TO ASTM 615 GRADE 60. 3. ALL POOL. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO BE SCHEDULE 80 PVC. 4. FILTER BACKWASH SHALL COMPLY WITH CHAPTER 4 SECTION 424 FLORIDA BUILDING CODE. 5. NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF BOILS EXCEPT CLEAN SAND OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRITY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12" THICK LAYERS WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED THE POOL SHALL BE REDESIGNED FOR PILING. 6. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUSIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO RESPONSABIUTY FOR THE SAFETY OF EXISTING STRUCTURE. 7. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY 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 NECESSARY. CONTRACTOR AND /OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL HOLD A DISTANCE OF 15 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. 9. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. 10. MINIMUM 4' -0" HIGH FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. 11. WHRE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. THE WALL SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERY OWNER WHEN EXCAVATING FOR THE POOL THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN THE EXCAVATION NOTIFY THE ENGINEER FOR INSTRUCTIONS. 12. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 13. WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 14. WARNING: 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 A POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 15. THIS PLANS REMAIN THE PROPERTY OF THE DESIGN ENGINEER. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THJE DESIGN ENGINEER AND TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. "gEv15C7 / /,� oq . SHEET E • O a 3 V I - -- L @ C L ) C u • 0 E if) I v O Le3 lJ 1 w 4) d 2 d a Q) O E G E Lr) Go LIl 0 0 01 DAT E 6/18/2004] JOB NO M - 04 - 114 • • .... • • • • \STATION ANALYSIS WA ER LEVEL ELEVATION - .50 POOL PTH 5.50 LOW POW POOL 4.30 FLOOD CRIT ' IA 1 4.50 F.C. DEPYH L , " j 0.20 LESS HYDROVERTI M \ ' 2.00 HYDROSTATIC UPLI -1.8 WALL THICKNESS TOP BOTT. PLACED CONC• ' E ' A NIA GUNITE 5" 6.5" FLOOR T CKNESS BO • M PLACES ONCRETE N/A GUN E 6.5" 1 WATER FEATURE ELEV. SC: 1n" = 1 2 i1 e -o e. ! Go?' W6i PP-E- 514648; 0EEU (i � x La rI L� FILJ14H wAL.L • WATER FEAT. SECTION SC: 3/4" = ►I 4 LIGK.6YC- SLGnj SLAB EDGE DETAIL 6“zag.. D E E I-1 p I I 4 e° Lor w/2- * 3 co uT- II b .k I_ x g c., u G- 914- • Tv COuGGA.L WA. Te pt. FEATV�11 12TuF-$J 4 l 1 l42LJ4 . PowL bEd 1 1 / .2 v./4T e12_ P agrT v S ' SC: 1 -1/2" = 1 1, -0 " WALL Go p i L.14 (Go .1e. K W71:3 LL► 1os0) 1' .641"A Ee, . s Po'L )( L TILE. wA LL PcVt- Cop I i...I61 (Go L JG • 13 RJ GK. w /13 v L 1. u o b E) T I L E . P.vL w4TtR LSve PROYIDE DI ERENT COLOR TILE NON -SLIP AT SWhMOUT EDGE WATER LEVEL I Rn 1IJ MAX 0 61 To VENT TE E GONt..1ea. 4. EI GE$AM IG HA►JDHoLPAT .4 1 -0 1'ci G M AC. 0 ANTI- VORTEX 'I> MAN GRAIN 1 / AX. • 4 VARIES eEE FLAN -aNJG • 21/ 1, z 5 � 3 -o M MAIN DRAIN DETAIL 4 1 HANDHOLD DETAIL CONCRETE 6L.A13 WlTH s3€to i O.C. EACH WAY SWIMOUT DETAIL t;OPIN6 t� Vin. I hJ 1/Id MAX 11 1 1 /Z vE 1J 1' p 0 4 1 MAX u JD6sgMttreg. L5IJ61TN oF VEI.Xr PI P10461 30' •0 N 2- / Guar o NI PIP 11 6'/2 WATER LEVEL I GRAVEL POOL TYP. SECTION SC: 1/4" = 1' -o" POOL BOTTOM t3UCT 1 ON LNE r WATER LEVEL • 4 4 �I,p I as (C (C ), STEPS DETAIL 11 " 12' SKIMMER DETAIL (C) 18" POOL / BOTO>M / - (A) R16ER HEIGHT MUST BE UNIFORM (B) i 2" FROM THE UNi4ORM R16ER HEIGHT (C) CONTRASTING TILE AT EDGE - MAIN DRAIN WITH ANTI- vORTIx GRATI 16 BQ.IN MINIMUM OPIN ARIA b" (MIN) CON AIQOUNO OR 5 TYP. WALL SECTION VARIES (faE€ PLAN) OV:Iyi 4 ,, , , .) c d. r 10. MINIMUM 4' -0" HIGH FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. 11. WHRE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. THE WALL SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERY OWNER WHEN EXCAVATING FOR THE POOL. THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN THE EXCAVATION NOTIFY THE ENGINEER FOR INSTRUCTIONS. 12. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 1V THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 13. WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 14. WARNING: 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 A POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 15. THIS PLANS REMAIN THE PROPERTY OF THE DESIGN ENGINEER. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THJE DESIGN ENGINEER AND TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL CODES AND REGULATIONS GENERAL NOTES: 1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE 2,500 PSI. AT 23 DAYS. 2. ALL REINFORCED STEEL TO CONFORM TO ASTM 615 GRADE 60. 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO BE SCHEDULE 80 PVC. 4. FILTER BACKWASH SHALL COMPLY WITH CHAPTER 4 SECTION 424 FLORIDA BUILDING CODE. 5. NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF BOILS EXCEPT CLEAN SAND OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12" THICK LAYERS WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED THE POOL SHALL BE REDESIGNED FOR PILING. 6. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUSIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR THE SAFETY OF EXISTING STRUCTURE. 7. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY 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 NECESSARY. CONTRACTOR AND /OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 15 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. 9. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. 1\ No76 : )c ed zoiv I Av4 / Zvi , , I v> S`7iz ✓G Z c%2 t Safi /e&'/ 13 :r e eT - is vio✓s z U cc 4 • .• • 1 • ------ ------ •••• • • • 1 • • DAT E d 0 • a 0 3 0 a 0 a d N 01 L o L t E C .. E . v C N 0 lfl v 1 SHEET 3 r .11•.1 • 1 ,11••1 1 • OOOOOO • • 1.•.1 • •: . •• .41111 • • • • 6/18/2004 JOB NO M -04 -114 O 0