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POOL DIMENSIONS POOL 3;ZE A 8 C O E F G H K L 1 Ls M N P R $ T V W X Y G ALLOK7 TYPE i6' x att' 1 Y 14-6 1 3z -r, •I I 'b , . O-o I . D -9 I. I� fi 1 . !�-� 1 , 4 1 " 4-0 !� - t, ■ 1 4 1 . 4 1 . G T i t¢ {O 1 . 28 -11 41-3 . T Z4 0° 1 ■ B-o 1 ■ 4-4 ZI 6%t . I • 2� -Ili i� a 1�A' x 3a' I& 3& :.1 11' - 9' I I - u V 13' • G' ►o - e 1 4' -0' 4 =o s' 1277 p 1 4=G- 1 1 Z. & 34 4' 3 ti' zi - d 1 4 - 4' G - aft s' 04 34 d4 ■ e 600 zoo /s, o0o a a s xo' X 40' Ed - • i /4' X 26' /4e-0' 2L -o 3' 4 6 -' 9'-0 - ' 8 -o' 'tee 4' -0' �� 4' (-0' t i *'-f5" �/.� p� 2� -V 5 ` -4' / � U .* ` P' Z -KIP i • ' to 2- �f -1O � 1 \ 8-0 • \ N L -1a Q. zz3 2eF _2!l0 \ 1 " 22-o \ 11 A -o — — ¢eF. i0,45o s 12 A 24' II" -8\' ZS'g' 4` la' -o" 2 -t0f 16\ -0" --- 2' 10 TRIO" V-0" -- ?' i P 16`- ttt V. Z''Q" % 6 -d o" — e.t. . 1. sz4 , Z in' it 2z' , lo='3' 20. 3 -4` C -o ".2.02 I1s -0 i=1), 2 -tir (,' =D" — L-0 tev 11.-4 Rte? 2 It.-o" k -b" `--- — ¢e+, . S 1101) Z , TYPICAL POOL FLAN LONGITUDINAL SECTION N.T. 6. N.T. • . yr,' i p Dal •rht. Tal t x. ue rmL CORNER CONNECTION NT. • . APPROI .L EXPIRES . t- t3 - FILLER DETAIL N.T.•. OAOE COUNTY ACCETTAMCE NO• R 124.1 /1 Tyre. 11. Foal. : Dlvl DOAIZO 15 r02 NOTE THIS DRAWING SHALL BE USED WITH N.E A. CRAW NO. •161 • repo wad filter roo.ldo bock Posh plNmdnd morn Ids. I/ .OM you 6 roam+. pa d• t0 waste comply with see. 5004 al be 1979 7 no return !pod ./ 450 sE c:1-100 psi page /•� f5en.s IM. (pod. to 450 d. mtl• carts. 0000 ¢do ad.40 p.c r'l apdond• retinal@ lap pump ./Moth 8 Hal strainer FILTER 8 PIPING ISOMETRIC 11 /i Diam Lines May Be Used in Place of 2" Lines Where p_ ermitted By Local Codes. WALL SECTION 8 'A' FRAME N.P T. S S. l 1 1, • TE FAlt/ F:SAt4(.f1 [ D r POOL WALL PANEL DETAIL __ : 144.. oo•,Rt { PRESSURE SUPPLY LINES SHALL BE YIN. 10' APART WHERE EIZTERINO POOL summer (downs 2 skinners it pool ono d note Mon 600 a t.) N.T.S. 4- 3 4 •n ALTERNATE RIM LOCK COPING PANEL STIFFENER 2 no; 12 lo SM' can sc8 40 hl- Impact la pool Ono. prmn@ 4 darn, mate, yob roll., nslol atolls ale. • /tta 12 .Ire. A Jro. 4-or1J11 pWLLtt14 fAajT - NT S. 01 ELECTRICAL DIAGRAM 0Aot Mart NTS, COUNTY ACCZ " "'1 rrxnwu pump motor (pod amp motor 1. Do located upon Oran@ 8 shall Rows Inaba pro tnciM howl 08) NOTE: It pool IipMt is on4e4 u all. la 410 s. tic0l /12 .. 1ra'tarar to IoW salted, Ildthn . N.T.S. t0 WATER SUPPLY 8 DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION NITH DOMESTIC SYSTEMS. 2. MIN DRAIN TO NAVE AN ANTI-VORTEK TYPE [OVER OR A (BRAT NI M MI.. OPEN AREA OF 85 5O. IN. AS PER SECTION 5002.5 S. .B. . 1979 Eo. 3. POOL FuRNOVER SHALL BE 12 MRS MAX FILTER (MIN. 18' DIM. OR 1.75 F APPROVED PUMP (MIN. 1/4 H.FF N S 3 EQUAL). 4. ALL ELECTRICAL SMALL CONFORM TO ART 8 686 NIKES SHALL PASS WITHIN 10'. OF POOL. 00111413 A HURRICANE HARMING 04 ALER WITH WATER. 6. VINYL LINER SHALL BE 20 MIL. THICKNESS. 7. CONCRETE TO DEVE 2500 P.S.I. 2 28 DAYS' OF SCHUNDLER V -10 OR AM APPROVED EQUAL. 8. ALL GALV. STEEL SHALL CONFORM TO ASTM A -525 9. NUTS AND DOLTS ARE 3/8' /GALVANIZED COATED S 10. BACKFILL MATERIAL TO BE GRANULAR OR POROUS. 11„. STEPS OR A LA00E 4NA 4- P8QV10E0. TIE SHALLOW END OF TE 1. 5. ,le. -. 18. THIS SMRCNEE FNS ffEN CESIOED IN NIDFOMIE WITH. 's 1. TIE 921TH ROLIDA FEIIIDIK, CITE 1979 EDITION, NC - 2. 1979ED1Ti61 'Of STANISAfO INIDDI CODE AS 6E1 IN PRLA ViOa 0U4TY411f NTEIOA FECIANIC D 8! THE MOM ®E AWI9.7(Y.EEWe CF PN7t YA. 19. INSTALL. UN 1QTNE LIGHT AS PER N.E.C. 610. 20. IF TIE SIDFE.8 A 9611111 END 10 DEEP EEO IS 701E TEM ' 1:7 A SAFETY FCFE SHALL EE FIWDFD BOTTOM VIEW POOL WALL PANEL DETAIL 82 - 0729.4(01) G ENERAL NOT 0 13 G ID 3AMD OED, ,�r ARO� 7�• AD R. • L FILLED 12. PooLS'OVER 40' LONG 'SMALL HAY% A SECOND STEP OR LADDER AT THE DEEP OR OPPOSITE END. 13. AT THE DEEP END STEPS OR LADDER 'SHALL RE PROVIDED.' IF OVER '. 30' VIDE AT THIS END, SUCH DEVICES SHALL BE' INSTALLED AT EACH SIDE. 14. STEP TREADS 8 6I11RS SHALL CONFORM'TO SECTION 5001.2 OF ' S.F.B.C. 1979 ED. 15. POOL LADDERS SHALL BE CORROSION RESISTANT AND HAVE NON -SLIP 16. SUPPORTS. PLATFORMS AND STEPS FOR DIVING BOARDS SHALL BE OF SUBSTANTIAL CONSTRUCTION AND OF SUFFICIENT STRUCTURAL STRENGTH TO SAFELY CARRY THE ANTICIPATED LOADS. • 17. NO 90* ELBOki SHALL di PROVIDED IELOW GRADE. ]; ' l u A IU 14'_ .I f • r. arrxr 3 N N1p6 OC1A• .- ELEVATION . "4t y"1 SIDE% VIEW 4 s: s.� eaceRfnweLcaaalattele t: aC 3s mss. NT. S. a lI m 4 W 0 2 o tn 14jom ¢"m z w aQz lawQ. 10Z Y X 2 2 z , a-$ W(D2EF revving no 8161 I or l THESE PLANS ARE APPROiV: p, FOR ISSUANCE OF A BDILO➢I S PERMIT 0 WMTtt VO VARIANCES p MT4t VARIANCE(S) LIED IN "REMARKS" NO OTHER DE`;IAToW S FROM THE MIAll SHORES BUILDING AND ZONING I DtNANGES WILL BE PERMITTED UNLESS SPECIFICALLY LISTED BELOW. AU. OTHER APP: CCAB; E STATE AND COUNTY LAWS MUST BE COMPLIED !I WE 1 BY ALL PARTIES. Au3°�e*09e9 5og7o Bate _ _ EIRE DEPwE�d4:BEP:q KMl_£G W3 NS PO'LCE Lr PAR/7:.IE : ?: . z tUILattGIRECiO �k �, i — G'LA e<iNG & /0 : :Q"'G — &o :• :..: _ —r� VI SE O'GURCD. FR = °MINA. 'm w a €IEMARKSa *OA 14tN VETN THE MUM Et RIDA [ UIbING CODE AS ADOPTED f Y MIAMI SHORES VIDE IS REQUIRED. TINE ARC 9ITfECT. BUILDER & We CONTRACTORS ARE C,:IARGEI' 'ilITH THi7 KNSWLEDGE OF ALL BUILD- Ng NEOLATEDNS Vg OR MV FIENFMALLY U6a[I: TED HEREIN. FFICE COPY -CD 4 S Pt( ;11 IN N LAD DE12_ ) Po c) Foe. -?;2/ el, Lo-r 7 Bc..oc3 E3/4y Lora PL AT boo 4.4 PA&C: a›3 hP.bE Cc, oklry ZcSt 14 4 1r 75 .-0 1 if z .AIMINIEN.I.C11.0••■•••• Exs I 4 L. o / .1 L A E Q / CJ k )12.I'oL ti Of, r Pik • • •••• dog" "s1 4 E - rr 1' C.' "I' \# ALL — rNAZ - t - ) ‘" frs 1 1" . 5 NI \L vC1C..AL 1 La rr-Ag - . ;.------- LC c..- z. c?..L.. A.7.-‘ t—i Asock%c "rt„) 1 c" A . s.... ..,, • s ' ... ...' .'.'• \ , Ai' 1 ‘ r r ...... „ot it I -7 1 ----- • ; ...... .... ..... ...... ' -.-- ...... ... .... -... 1 . 1 tiol....01.0..... -.■•■■••rrawr. .................. . -4; I a u 7D 424011•040arftm+ IF* • 11 7 * r I • w ; 1 i .... -..., 4 ..- Ex c- E picr L'5 5:a E .(•! , k v„)~( e: . ("N 6- \•-.‘ 1. :a !\_, :1%2).1/4 zs , ECJ %.2; _ yt . "Tht " QL 0.1111.111~. •••••.". JR. •••*■•••••••■•■•, • 0.4 oo. MY ..;.... ..,. OcAA W. .0 ,.. c, -',;' ::: 1 - - '''..1- Jr; , ; s,:: ;2, *,. •.: :,„':.:, .,‘. r, - --' • ;4 5, 7 1 ,1 1,e' 7 4 2 :4 4 , f ,, , le . 4 1 ,1 , ..01-43.4::.....--,y,...,•., -. , ., '''''''istr >.7. 1 ' ' ' — s s; 't,''';ri, ...do..? _ . wl -.., -.+. _no* l'.. i- 0 =,..4.%,..,. ", ,:-. '','.;....- ....:•-`' 4 t ,.. .r.r.177 rlfrit77;,,, 2 .„,'„'f —44 j • !re st'e • . t • ••• re}:01;1'016.. WE HEREBY CERTIFY 1' THE ATTACHED KETCH REP ESEN S A ARENT- SURVEY MADE UNDER MY DIRECTION, AND TIDE ,coRREcu BEST 0? MY KNOWLEDGE AND BELIEF. THERE ARE NO ENCROACHMENTS UNLESSNOTIO. rr444:. .7 4 . .... , "H ..,.-- ..,, •A=., ..;',:':, b .:.' .!•.1. : . ' :10.1' . ./.1::: - : . ' -;? .;,,,,,,,,,,— :.s.f . ; ' :. • - ' , -,‘ , ts , :-.;- :;:75•7 :,'• .7 ' es:=: ., ... 73' • - ---..- .-:- , A ..,.....: ,-, .... WE HEREBY CERTIFY 1' THE ATTACHED KETCH REP ESEN S A ARENT- SURVEY MADE UNDER MY DIRECTION, AND TIDE ,coRREcu BEST 0? MY KNOWLEDGE AND BELIEF. THERE ARE NO ENCROACHMENTS UNLESSNOTIO. rr444:. s. ..err.r•.. ,______ amem.a.onmi .s le__rt,mm.g4 S Q o 5.30 6.zd 0 PLAN OF SURVEY O 0 0 4 Isa awe A t-4 K.. FSty i 34 lh . • , 3. ?O' o• x,0 11► N 4Z. SL AP, — riLE 343.5?) 0' \ Z U.S. '1 T• 22.10 1S. 00' 15' lacLAe33 � . .. 9an` 7 ( 1, 00 • 'o • a '' I.00% co y IS o m 410 Joe :89 -7077 LOCA11ON N SCALE l'is J' �. o 9 2 J • T , U O 1 a .( o E . t Z, recorded in Plat _t 5.00 75 0 / 15' _ 8 - 7 5 I I - 15' I '7S LEGAL DESCRIPTION:Lot Book - 14,Pnge 7,Klock 3,I1AY LURE,accordinR to the Plat thereof as 63 of the Pllhlic Records of Dade Countv,Floririn.- GENERAL N OTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 31 (122) DENOTES THOSE ELEVATIONS REFERRED TO 4) LOCATION AND IDENTIFICATION OF UTILITIES ON SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE LIMITS OF FLOOD HAVE TO 8E MADE TO DETERMINE RECORDED NSA DATUM. WERE NOT AND /OR ADJACENT TO THE PRUPERTY ZONE AF , FOR :Robert S. and Denise II. 'Crowell DATE ;,Segtemher 21,198 APPLICALLE ZONING, UNO(ROROUNO. ZONING AND $UILOINO SIT A,,CNIT(GT ON SUILO(R StFORI OISION On CONSTRUCTION P(GINS C E IZ I .. . 'I'IFIEI)'CO:Ctticorp , avinl;s o oru a,Mrnevs ,p+ �' t y„ 1 HEAE9Y CERTIFY: That tee attached e t of my knowledge, l and correct to th tea 61Pli g& piattad under my direction, also' that ?:' lr those shown. This surrey meats the Board of Land Surveyors pursuant CONSULTING ENGINEERS 147 ALHAMBAA CIRCLE No. 230 CORAL GABLES, FLORIDA PhoAe : 1 3 0 OI 443946$ THIS IS A BOUNDARY SURVEY PACKS', MUST Pt CH(CKI0 SY OWNS*. ON THIS PAOPINTV. _ I e nsiirance unc am ,ilea ,o i .- 1 Plan of SLrvey of the robot dcfcribad property Is trvoj information and belief, as recently surveyed and • there are not aboveground encroachments other than minimum technical standards Got forth • the Florida I . to CMpter 472.bZ7 fioride Statue .2 ' - ' AZARO D. ALONSO PROFESSIONAL LAND SURVEYOA CERTIFICATE NO.36OO STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 4 • " • ^ .11 , r arms'. arbor Ns imos, oal•10•••• dite - • Wtt)TIA- c) - e.st.tcur - co • k ,- :gx< oapt47 10 I COA?t4C;Mr 0" - 1 4StQtAmec4r, , A1)0i - — t - v)yript , . I . V CON MtA. IX 5' 641/e44 In a 30 NT. ( ) : • ./ -) . ; .3- J.. _t G-41 . kvo. . - t•I Vt-e t..svc, 4--7--, - rkle,i..70 --- 4. 4 • . • • 4 . . . . •■ ., .• „...--- ',,,........-.,-......... ....3,36.1.2%,X,C9-ips-A-Arzw-4114.7.74,X14.50M-4,1e."4.3.-,10.1. ,-- .....r - sszcz,vsz.cosamew 4 4.44.444r4;044•411 4 winp.0.11nee.n...o......■..........yon ■•■■..r., ......pay (_019?-tIOTA 1 e)'' o- '40; - ‘1 ="71f. (t) ST/ 1,04,b1K1 6 t\croc-i'. kY4S 40 - rorto., vm.01 corA?vi r4vv (.)K1 2,Q ct 1 )qt) ' ,10 (chf,b,6, TA-MS 21-A AO 4 7 z Al ell, 4 7 I 4 / , f X ill, m vs I-. i. 1.I.. coNG. 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WN.A. fOg ( witAIV-ril 4 Vt`er7a 4 r 110 4.r VetktM1Vg. t(UNcto Ct.ltev V4r.ktAttWk ,Q0 ONC. *.t I or) ---\ (0,0 ttet e Zt•ID V Pit 5 vcrr. ( olAelL*-- too) < tv4 01. TO (?),4 (-0 CO. ■\t/ z lairootctitt.ott Tos t:4,44 Int). txt,14 (11p) ContrActol )0 ifapoi3iikia va all di*Onalon0 or lb• 41•140 Ansi Ibt notifylitir kaOit*ot of .thi 'any' disoltoany''O`a ,,th* 4E4i*Iiigs Otfoit to C64411k40(191);.,,,:- , - . iliktital:(1/40 proviii I In ciait`o, any 4101ropangiy Oast *Oied auller iq04:4(t diii*taggi or detitit vill, otAisil over acslAktdravta,' of o4 t of chanl* shi)t r*sak, vith thit 4t cipikt4V0: of f44 'Any chitigt victii %II* 4.4? Oat -0 4 .1 P.If.0 4 k 4 PO'41'0 0 PtIvitict ist,t:cfr. , ;=. co41 , *ny Othek' con, )%144, * All itoak ha I (jet i(cco t b tb* South ',Maid*, sl14Int * Ot iock oj ex:61'116Y: dr shati � -44 011?;, ogjosistifi/.4 totcs o $00. Appitia in aril114.vab14 •qd In *14 'with 4. st041(40 „chaPtejt= 'oc# g*tc*Polt444 VOU4I.d p5,4t 941\q, A --okOtiriti e■&P,..c.t Mo. lr O CON)7•110* 6.161/4.191 u1 ii 1 ,V•te, '14441114 1 W2U1K.St", - 1 'etfle,IA:. u 11-4Y OVI\IVK FT.01/t'6 e.)1 t/ 1 ..t I0 11.1& cf:).N1NLIO 4 ' IMP 14. itt/ k*C.141 oR. *--ttlit461‹ f-1?..ory cotql, No 4.ar)ten[i.16,, •tz iv49. rxt\i /-1 mkt p6 r 1,11tit4(-1 FievitaioNif 6l.Lf! 7$' - w 'i° - " - " r try in *I - r .�_ .� 75'. 9S' • ; / N Z . 3 t 4 : 6 : 6 r > A = !4 : // : /2 , . /3 `, At ., /5 ' /6 85 /f' 7$' w ,. ... r , / 4 w w r s .l. 7df 65' suoit OF RILEY AND ROSS ENGINEERS - SURVEYORS 3041 BISCAYNE BLVD. MIAMI, FLORIDA PHONE 3-0973 _ „1.. CLARKE REGISTERED SURVEYOR NO. 1143`, STATE OF FLORIDA LOT •• SUBOIVIS1ON f3 ,AY =, , CiA"H • ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO 4.¢ AT PAGE NO 4 3 - PUBLIC RECORDS OP 41A 4.411 `' COUNTY, FLORIDA. OATEs� M9AiCt/ Z 1952 FOR: _. M.4:. p „- Kt/VK!! Y WE HEREBY CERTIFY THAT THE ATTACHED SKETCH REPRESENTS A RECENT SURYEY MADE UNDER MY DIRECTION , AND IS TRUE AND CORRECT 10 THE BEST OP MY KNOWLEDGE AND . BELIEF, THERE. ARE NO ENCROACHMENTS UNLESS NOTED. 92 37'n1187 4.:. TOP Vi. 4 k 010v I.» 4 It• TO; 4 c)4,WALt s5;a: =r io i _ \ % . '-se k Ypty R tFJta' , T1?ritAkr? • . /c;) 4.., �! w .�.� �A . 3t0c t7U.` � ,` 13" e ft- kNOTAZl • • i `TM R ` `:. (.5" " No-t t .r vA.'r tcoiv P1N► -� F'LANYr NS, : N Ns 1,y14' • 1AV r 11 = t' <•,t s. I N/ 1.- : . $() 7c,►t? 1 � <. 7saVS; x )-t 1.. : I s try tr t - -- . +- c i t•ac• r- t.∎.a9. w Tit • t 3' - •-�.. ` I ' �n ej PipS c 1Yt7' -4 . c: f31�aC i� it ' w / t9 x ) '• Y2. 4',h . -. ,. - .y.{...IP' ♦'rF w...svf s✓ a 4�w.'lN.iw �pr y .•+ -' : - vx .. �a ,y f . l w'�.wiY^•r:. r:- ,<...f.... 1+M�a '.� %...�..».s - .. T...o•r.•..^a+,.. .. ,ri w 4 `CON(.: �t.h Q%-> Tr. RA. 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Z- t ( L) WINO. liMir••■■•■■■ - -; t .1 V-; • ' • k 1-1 rs•L)ts f-. 10" UoL f" • : - f - 7. . ; e1%;.^) a. t)t A-t• 11 cg i_J —1 2 < 1/ t <.•, , 7 t 1_4 ',1= f • A , C O I A . • • ./ • •••• , 1••• .....• - ,... 4.* • 4•1 ...................,...■. Cr ....A. . • ' AL ....' • 44,44, ..... • ... ..., 04 .44" ...... . ......, 4 -- — ae,--...,. - we • ••■• ... . .... • .• • , M1..rInn - ■ PIM • .., A ...so,. ( e"..);C fe!-CA kuld Rt.:. ()Nrcw-,)Itakr-) (;; iti(At Insulate all sup Aucts with a vapor barrier fiber- glass wrap L' Vapor seal all lap joint S with asphalt mastic. Line all retuhn Ir clucts and first 10 ft. of supply 2( Zeduct liner. : Employ o vanes in all rectangular turns. Secure all condensing units and packages to frames or pads with metal straps. Run all drains to code. Employ aux. drain pans and drain from all air handlers. Verify all dimensions and conditions by a job site inspection. All equipMent is to be checked prior to starting job and any shortages or wrong equipment immediately reported. Check refrigerant lines in particular and do not uncoil if of wrong size. One copy of this print is to be posted on job. Comply with all local codes. Exterior duct work is to be lined with glass ductliner impaled top & sides on 15t lineal centers. A screwed on access panel is to be provided for alt evaporator coils. All units are to be placed so. that they rnay be readily serviced. - t - • ' 47. -42* t.