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PLANS.� ..y ^± "M.T•.'i`y...wrw•..w r�- HRYa�(ra .n�� .+.. -.nv .t. a_A..� ✓i ' -,;;),,• "` '.ti y-.4. r oryr1 ^I n st . t p.. .4, ♦ • rp' - !�`'' r �'., t.+.w .. ; .' P' -'t' .9 - t y ., r-n. t... T.[' .: y,�„"T i'kin g: '�"S Y Oat: 4 0...i7 � i �K`: far --+ a :1'.' s. ^C 't 1-i6. "'.. �- .7 , ..j.. .•:.. j tm..:_.- .: .. ., t c lr :.v t j . ` + . \kii�iticL��t►J — ` C1 kr' . 'iefai '3 ' , + �'�� : r �.4 "f — W tar 4 c if .- 'a3 E! t4 Jllt�rst •.11 �SRt1M' I GSC+m P� e c y `Y'3C'_RizR. !l.:J tet ( ► 11,0 roimi.i vr4k 1.3 p.44 a .4fteAtc 5 4 1 t ;1 • 0 1 ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL REINF. STEEL TO CONFORM TO A.S.T.M, 615 GRADE 40, 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. FILTER BACKWASH SHALL COMPLY WITH SECTION 5004 OF THE S❑UTH FLORIDA BUILDING CODE. 5, NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK. WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DELITERUUS MATERIAL ENCOUNTERED UN EXCAVATION SHALL BE REMOVED ( DEMUCKED) IN THEIR ENTIRETY, AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOILS AND COMPACTED IN 12' THICK LAYERS. WHERE THE CONTRACTOR CAN NUT REMOVE THE ORGANICS, DUE TO WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED FOR PILINGS. 6. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /ER SHORING OR OTHER METHOD AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON- SIBILITY FOR THE SAFtEY OF EXISTING STRUCTURES, 7. THE DESIGN ENGINEER ASSUMES NO RESPENSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS, PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTR, SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES, IF NECESSARY POOL CONTRACTOR AND /OR OWNER SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO CONSRUTI❑N. 8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MIN. 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 WATER. 9, POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST U.S. GOVERMENT SAFTEY STANDARDS, 10. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAX. WA TER TEMP, = 102 DEGREES F, A41- , � Q p t B IZ ?p p�, PRESSURE GAUGE AND AIR ,RELIEF VALVE SKIMMER - ANTI- VERTEX MAIN DRAIN 1" �hN /A- vGP-T�.Y PIPING SCHEMA IMPORTANT NOTE' TO SERVICE + - - PANEL WP GFI 10' TO- 20' FROM WA TER\ + 48' MIN,_ M I N . N N } . - - f \PO ❑L DECK F 1' l 100 WATT LIGHTS W/ LOW WATER CUT OFF DEVICE rA t'z4 /'✓ 15 FIL TER / DRAIN - Lr __ NON - CORROSIVE COND. ` -PUMP `,// HAIR 81 LINT STRAINER i 117 MAXIMUM SLOPE WATER LINE - IN SHALLOV END 5 MAIN IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, EC T. `.J/ #8 WIRE ELECTRICAL DIAGRAM GENERAL NOTES �T� /FO:l jyc N,T.S. NO DIVING BOARD AND NO DIVING IS ALLOWED UN ANY POOL LESS THAN 8' -0' DEPTH AND SPECIFICALLY DESIGNED FOR DIVING, THIS POOL IS NOT DESIGNED FCR DIVING,, LONGITUDINAL POC]L SECTION N.T.S. JU T, - � BOXES 12V TRANS, Tr-- 3- 12 IN 1/2 COND. TC N: WP MANUAL STARTER SWITCH SPST TOGGLE SWI (CH PUMP - MOTOR NOTE' ALL ELECTRICAL SHALL CONFORM `d ART, 680 N.E.C. MIN 4' FENCE WITH SELF - LOCKING GATES REQ, AROUND ALL UNSREENED POOLS. 12. WHERE POOLS ABUT OR ARE PLACED NEARBY SEA VALLS OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE VALLS SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPOR- TING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED ER REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER, WHEN EXCAVATING FUR THE POOL, THE SEA- WALL TIEBACKS SHALL NOT BE cur, NOTIFY THE ENGINEER FOR INSTRUCTIONS, WHEN CCNC, DEADMEN FALL WITHIN THE EXCAVATION. 13. THE CONTRATLR SHALL BACKFILL (HE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DIS- TURBED. BACKFILL SALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ANY ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS, EACH LAYER SHALL BE COMPACTED TD 90X OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY, SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 14. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ❑N HTE TYPICAL VALE SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS, 15. WARNING' TO EMPTY POOL AFTER CONSTRUCTION, FER REPAIRS OR ANY OTHER REASON THE HYDRO- S TATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CENT RAC TOR ER POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING LPL IFt PRESSURES, 16, THIS PLAN REMAINS THE PROPERTY CF THE DES- IGN ENGINEER IT IS NOT TRANSFERABLE FROM ENE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION EF THE DESIGN ENGINEER. 1 1. WATER LINE APPROVED FINISH I 4'X 'rj BEND BM V/2 - #3 CONT, COPING TILE 4' IU 6; MIN VERTICAL ' -3' SHALLOW END 3' -0' DEEP END 6 MIN, SIZE & DEPTH CAPACITY PERIME TER PUMP FILTER TILE N.T.S. HYDROSTATIC VALVE 1 1/2' TYPE CF PATIO EXIT RAILINGS COPING TURNOVER 4' CDNC DECK W/ SLIP RESISTANT (EPPING (W /6 X 6- `,J1.4 X W1.4 W`.JF) UN COMPACTED FILL WI (H ALL ORGANIC MATERIALS REMOVED ( SEE GENERAL NOTES) SLOPE / —X - -X X 8'X8' CCNC, F TG � `J 1 45 CENT. - 2' COVER (CENTER) 4' TOP & 6' BOTTOM - W/ #3 AT 12' O.C. EACH WAY, STEELTEX FORM, KRAFTBCARD OR EQIJIV, #3 AT 12' U.C. E,W. BOTT. CENTERED TYPICAL `/ALL SECTION ( FCR DEPTHS TO 6' -0' ) 1-- ;s: ANTI - VORTEX GRATE - TO BE FASTENED WITH SCREWS `,JELL POINT- - THREADED PVC PIPE REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUP LINE WHEN EMPTYING, WELL PUIN T DETAIL r5 N.N 12 HOURS ( MAXIMUM ) 3/4' ROCK BED - ( MIN, 3 YDS. ROCK TO STABILIZE SOIL.) N.T.S. P:]CJL DATA & DUIPMENT r EjtGrT /' GATE VALVE GN VASTE LINE GNLY. 3 VAY K&L VALVES KAY BE USED IN LIEU OF GATE VALVES. l% v8rlA C 1 CGTF' I / r ELEVATION OF DECK IN RELATION TO HOUSE' N N. 7r,0 / is r 1 O •< 174? . r rG -( WAD- / cf-/ /V F / /JP', tvr /�j // - 1 M/. /= .� N/ L //.1 J' //,4 .YA,/ , J ,/ vAG SOIL S tATEMENT ,vvrE - -- G ,v / E,4 A: it 1./ / EN SITE INSPECTION INDICATES SAND AND ROCK WITH A BEARING CAPACITY OF 2000 PSF. THE CONTRACTOR SHALL NOTIFY THIS ENGINEER IN WRITING, IF OTHER CENDITICNS ARE ENCOUNTERED, HYDRAULIC UPLIFT COMPU to TIONS FLOUD CREST ELV. FCR AREA TUP OF POOL ELV, BET ICM CF PEEL ELV, HYDRAULIC HEAD ALLOWANCE HYDROSTATIC VALVE _ NE r HYDRAULIC HEAD = 1- 75 USE MIN. 6' THICK CUNCRE TE FLOOR SLAB 2') 9' SPILLWAY CR WALL 2' BELUV BEAM �. 1 / SPA WATER LEVEL \ ; STEP -- 1 :-- 6' 1.3C. EACH VAY. � 1�' 4' WALL V/113 � J» .o) 1 HIGH SEE TYPICAL WALL — SECTION FCR DETAILS . / —` -- r e 147 PUMP 8' SPA DRAIN 'di ANTI VCRTEZ / GRATE SECURED V/ SCREWS. - —1 1/2' TO AIR NOTE' BY SUBSTITUTING 2 :RAINS FCR S:NGLE UNIT 1 1/2' SAFETY LINE TO AIR MAY BE ELIMINATED. No[ e r r;, fI,v, /* 1,(/ /L4r/t ,C r 12' t DETAIL OF S CEPS SPA DETAIL ['l x k't Yom,• / F " EL_ PLAN SCALE' 1/8' = 1' -0' 12' SPA BF_AM CC;?ING ,- -1 :LE = t G•2� MSL =4- 25 MSL = 7.75" \\____ CONC. STEPS N. tS, 2--1 M.T.S. 1 �Mi V F ,4174 fl,f�: f�c�,t ;•r, r‘l APR 1'51993 w A U '1 '' tti Date APRIL 13, 1993 Metropolitan Dade County Building and Zoning Department Attentions Building Official a3 SWIMMING POOL.OWNER'S CERTIFICATION. I certify that I am the legal owner of the property described LOT 19 & E OF LOT 18; BLOCK 4; MIAMI SHORES located at 55 N3 94 STREET, MIAMI. SHORES, FL 33138 r• Legal Owner See • In accordance with Section 33.12(e)(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved including A SPRING LOCX- SELF•CLOSING GA pp 3�FETY await, (double gates do not meet this requirement) equipped with A SAFE LOC1S (no pad locks permitted) and utilized when pool is not in use, 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. I have read and understand the reverse s de,of this form. . )1a 1 . ;t 4 Note: IF AT TIME OF FINAL, THE ABOVE REQUIREMENT HAS NOT 888N MET THE OWNER WILL BE CITED WITH A ZONING VIOLATION. lea. 734)17, rented 4n4 satsty pastier• toe svtss(4nq Pate (a) Required -for final inspectio;uot.pool. No final lnspedtion and sppcovel for a swimming poo{ hall be given by chi building and coning dope:taint, 4nlssa :here has been erected a s•tety barrier 40 hereinafter provided. NO pool shell to tilled with 4 4ter unless a final inspection nee Dolan 4444 •n4 approved, except for testing purposes may be approved by the 0uilling end toning department— (0) type• permitted. The latecy barrier shall cake :he form of a screened-in p*tio, a w0040n fence, a wire fence, a cock wall, 4 :onerete block well oc otr.er mete:tale, so as to enable the , m ec t0 blend the same with the styli of architecture planned le in existence on the property, Height. The alp usua height of the safety barrier shall oe not Leos than tour feet. (d) LOCatlon of beerier. The safety bsrstse snail be scooted sit4of around the swimming pool 2r around the premises oe a portion =hereof oh wfLCt :he swiaminq pool is 'emoted. to either •vent, .t shall 'noloee the area entirely, prohibiting unrestrained tdeLttanCe co ohm •nCl3sm4 area. 7101. 1014104 in enCloa04 structures or on the roofs 2f build :"fie shall not require the :nstallatlon of barriers 44 require* 1000in. laces. laces ehal: c4 of ins spring lock type, so that they shall catomaticalty be in a closed and faatar.md position at all rimes. Cats• shall ilia be equipped with a Isle lock and spell be locked when the swimOlnq pool is not in .se. l f 1 Permits. &.fore any work is commenced, permits shall be secuted Coe all swimming pools and rot cne safety basti•rs. Plano shalj contain all details necessary to show conpllenc• with chi terms and conditions of this chapter. No swimming pool permit shall be issued unless simultaneously therewith a permit is secolal for the erection of the required satsty berries, provided however, that in lieu QC the permit foe a satsty beerier, a written steteeent from the owner certifying that ne underscande and agrees that the pool cannot bet 4004 or filimel with water until a permit nee been vbtalns4 tot an approved safety bactlef and such berries erected. inspected and approved will be acceptable. This certification, however, will not ellminats the n•m4 for obtaining a welt and *coating an •ppsove4 barrlet prior to final inspection 4n4 use of the pool. ft the pfliellee ace already enclosed, as rerelnbatoce provided, placed for fns safety barrier 111411 hoc bt cequired, it, upon inspection of the pc•siees, the •meting 04484e1 •nd gates acs proven to be latiatestory. wooden fences. to the wooden type tepee, the Words, picket pt louver*, of other such aeryets shall be spaced, constrvatp and erected, so as to owe the fence nom:timeline and :a penetrable. (C) ( el (4) (h) walls. walls, whether of :he rate or block type, shall be t9 erected to sake them none :imeaile, wire fences. Mire tent's shall De the two knelt chain link of diamond wow noncll.aaoable type, of of an approved equal, with cop call, they shall be of a heavy, galvanls40 l4lSe al. (j) Refusal of permit. tt shall be within the dlsereeion of the director CO enure •ppcovil of any berm: vnich, ►n his opinion, dohs not tusnien :he sates r m s•eeion, l.e., that is 114;11 enough an ► co ni tfuoted to keep the children of prelghpp. Igo from getting over oc through ►t. (kl ttaintanence. • $ 1"411 b, the eseponsibility 01 Chi owner an4 n 4 sceatts the promises oai upon in hh 4 ke In proper m an d site is condition the 14f0ty Daft :ee c•g4iee4 •114 0c04iO4 ►n 1eeOCdane• with this ahaplee. lord. .:d. 11.11 • 1. (CC), 13.12.11; Q;, 4o. 14.13, a t. 10.13•44r Jed, ro. '1.71, 41. I. i0041. (i) r • X6.44 PIPe 0ht4, — ts' Alley 76.0' Lo r Va 1 l 1 1 1 76.d _ .11 tilt 6' Siclewalk N ; -54 -r .S- D ETA scale 1'' Anc i. !a P're 0.12 o.oa •- o.oe 0. tee.. 0.03' olear Mar. 6 ! 962 J. W Nelson i4 1 �7 Io 3 11 • 12 1 3 • �$ 14 130 N. >~. 9E, ST. So Jr, So 8 16 7 17 61b 4 3 fir 20 21 22 N . LOCATION So 23 SG 6 ENGINEERS CERi1FICAm i hereby certify that the Survey of the property described hereon is true. and correct to the best of my 1(nvoiledge and belief as recently su yid under r,>> direction and that there • e n+ encroacippeAs unle...sho n Of notes, • e g. S eyes No. 66. Stated Florida. AUGUST OE WINKLER CIVIL ENGINEER NORTH MIAMI, FLORIDA Acor `inn to (I ]t i3c4.dk.,.lf,! f ;. g3 761 the Pill?I R x\tals 0 Oti4ia i ty, tial !11 r SURVEY LOT 19 E. • LOT 18, eO .ocK 4 MIAMI SHORES Sac. 1 AMENDED VILLAGE MIAMI ' SHORE,S, FLORIDA 2060 t / . Of \\/A1,!1 \'// V? ;L \\t/Ali ?�24 t1A1`iKe -( ►�1�u1, ( ►orl, ;;Pe. Gtl2 fiG►aK'i G` �Y is :z f 1 r fJI I Zt 4 ;t r ee4 46 / ,LwY '(v ' 06 M FLASH R t'M lVt 1,1 ,\\/ ft ' )?? Qv.A11 . t yt1kM- It-10, 04 f t ;t' > c Jt e• ail' GOI`lSitllotkl e \v/ t 4g. \/G'1 . b Vv-le., 04 A /it, 0 1 LAS "e'01ZAIU \' /f VO. �•.G• r1J ;<V-W. o at ;; MIAMI ,V1aa1 , Of/. 1�s)11?0 fog �c� ►11c! Oa t 0. - 54, �Ea 41.0 1 • 2ac 2_ pr."aOu_-._..1 o `. Tip • 0 • ErzAseticaranor _._ tHouIt- .- a vy - t- ua%•tcaow . t.41,0,; t+ t 113 Kt. I INISPENIL 4 vN 4 _. irs: L. cts .. tip.:. e • t o RIM MIS 1 j 1 ` t_ :cal pc) I k- ea ... • 4 t14ing, pt� Shores Villa knowledg � ecific3lly i ;'truing, plus ' - SCt be donee • ` I Nez zo 5 O ,. ruvr.ed subject to t otAitt4 ..• �tIrS' biitg, electrical and zoning codes *I 't . The Architect and builder are ci rrAl of all building • regulations whethor ear 0 Heated heroin. All reinforced steel, stns , -t'• electrical wiring and roof fiasb . , ed before inspection. :.PERMIT 1 MIA Pt% 'SH0 R. Er5 1 eo'• Id" Z4: • iv -'f 0 1 21= to` 1V-0" 0 , - c Avv1 [I6�J 1 1 a *t. trs e.. t <. S CIAV 1 c 5 r O o ? h ?. cE"R,ltGE. =� ua t It t Z' / z. Ui-45)(.) • t 1 Q �;1�.5.9IT PLNIJ'..* $ A.� {Pr,�t.iti` SX :..ic x : _ ` & ' C 4 1 - N . . c i ° 't I r s a ' Y C r r . � ].' Nci ■?r,x0 I , �. I. ..% '1 'L, ' �0 9 0 v t1,R �'�[� T�: 3 �, � ��` hC ?Pl.,l itJG�s � ,. r P� 1. 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ULIMAIE Ni) 13C Silty ;(3114: 1:.1:' 22,1)00 1.*S. • 1 DEscRprioN OA 1E IREv.r OESCRIPIION 1.3Y 0A rE kry 1)1!)(.,1i1PIION f)ESCIRIP 110N1 OESCIRIP 11011 1 1 3 3; ( ' 1 r 0 HEGADUS RESIDENCE: REN()VATION NU 2 4rN r Ffr DRAVIN BY: PA CHECKED 1_3Y: 1 SCALE: 1 /4" -; 1 -0' DA 1E: 1`10V, 1990 .jc) 1E1- I ii,2 • 3 - 1 - • . - • PROJECT: liE(' ",ebOS r1 ('3 p r frNet4,4. t a k e ' R - e 2 3 L ' . ( \I() 1EOS `a0 TOM MARINOS, P.E. 690 NE f32"° Street North Miami, Florida 33151 Tel: (306) 892 -2434 Fax: (305) 892-2434 ORDER No. 70 /5 6, ENGINEER: 7m CHK: DATE: &(i_w ,z1, 15 S PLANS NEED SEAL & SIGNATURE. STRUCTURAL REVIEW REQUIRED. I'M SURE THAT ADDITIONAL DETAILS WILL BE NECESSARY. LICENSED CONTR. REQD. TOM MARINOS, P.E. 690 NE 132 Street North Miami, Florida 33161 Tct: (306) 892 - 2434 Fax: (305) 892.2434 PROJECT: Z + 65 1)05. peL li erk!L.E (2r)oF )fib �P:r�� L Z- L° 'kD . FLAT cooF ' z -i0 .. ORDER No. 98 1 - 2.. ENGINEER: 7. IA CHK: n DATE: T tf y ¶S S I..,,k)fk1: rah ��l T 1e At_ , tr1 - T. 0){ 'L 7 ? Plot: G Q TOM MARINOS, 690 NE 13r Street North Miami, Florida 33161 Tel: (306) 892 -2434 Fax: (705) 892.2434 PROJECT: Herz 7 c•- • 1 -h tea. - (( I 2O b � 2 Z © 9) . - (NA pf G -+-- Q ORDER No. % ^r34-3 ENGINEER: rt, M CHK: 7: In DATE:WM 5 � 110 b (c_ TOM MARINOS, P . E . 690 NE 132 Street North Miami, Florkla 33161 Tel: (306) 892-24.34 Fax: (as) 89244.34 PROJECT 7.).0 0? ■ (-7:" c? ::: 7`■ 5 ( 1 1449c. ir> 6Li • 4 (?Es'17)60r -.) \r, 0 S74- 01()00 Uc\V-- V00kSDPiti NAt\t- 4 (600 -1 2 2 (6-r- OW- _4 co 00, t7..-i> lr<I-71 • o ... 1 = • GL 2-26 00 0 C) p') - - - er 4 ()) yr\ Le. (cA- t)roJiC11 ( ovi_ ORDER No. ENGINEER: THY) CHK: 77./11 DATE: A.L./ • • • • • • ■ • _ • • • • • - • _ • • • • • • - • • • _ • - • _ • • • • • • •, • - • • • - • • • • • ■ ',1 ; 1.21(1 S. TOM MARI NOS PE. 690 NE 132 Strider North Miami, Florida 3-3161 Tel: (306) 692-2434 Fax: (as) 892-2434 PROJECT: ge6 F a IN 7:se, Dt)E 70 ( /(14.fr ),)(A.0)1.0)qi.) = 4s" j2 • ( ) /■/ 77, c/ ' 3/2 ycb /502, o(- ( • • 1. • • • • .• . _( -0- e6srDEWCE ORDER No, 98136,-C ENGINEER: 7. (Y) CHK: T.61 DATE: