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POOL
DEMOLITION LEGEND: Existing 8" concrete block wall to remain (typical). 2. Existing 5' high wood privacy fence to remain (typical). 3. Existing swimming pool to remain. See New Construction Plan on Sht. A -1 4. Existing satellite antenna dish, motor, and mounting post to remain. 5. Existing aluminum framed sliding glass doors and track to remain (typical). See New Construction Plan on Sht. A -2. 6. Existing aluminum framed window to remain. 7. Existing concrete block wall to be removed. See New Construction Plan on Sht. A -2. 8. Existing door, frame, casing, and threshold to be removed. 9. Existing wall - mounted lavatory to be removed. Remove all related supply and vent lines, and cap -off the existing waste line level with the existing concrete slab. 10. Existing water closet to be removed. Remove all related supply and vent lines, and cap -off the existing waste line level with the existing concrete slab. 11. Existing shower pan, ceramic tiled walls, and ceramic tile flooring to be removed (existing concrete slab shall not be removed). Remove all related supply and vent lines, and cap -off the existing waste line Ievel with the existing concrete slab. 12. Existing surface - mounted, exterior lighting fixture and related conduit and wiring to be removed. See Electrical drawings for new exterior lighting design. 13. Existing 4" concrete deck on grade to remain (unless otherwise noted). See New Construction Plan on Sht. A -2. 14. Existing 4" concrete deck on grade to be removed in preparation of itiew• footLng. See New Cor\strvctton Platt on Sht.A - 2. 15. Existing 4" concrete deck on grade to be removed in preparation of new foundation for the planter. See New Construction Plan on Sht A -2. -1 'i-. -- lstin}g- septie -tank to-be- emptied- end, - removed. CenEraeler -- dal} - remove -mil muck from--this area- baelffill- area -with -e'er tefm#te- heated -€1-1 -and- E ompaet- to- a- n3inimmm of - o- ABP{O --T 180 C. See- Plug- plane -f©r new- waste - removal -#nfe matlen -- -T7. 1• jxi eting- drain- fteI44o beabandene Eantraeter- l- renmeve- al} -muelF frem4he- area -- - Omer -- time- faew- additlenm- (ineluding- " beyend- the - foundation) baekfill- area- wltkm -elea ,-- - tefmite- treate4i- €111 and-- cormmpaet -to- a-- minimun -of- W0-- ASHO -T-180 C ---ee--Plunmbing- - pions -for✓ news- waste - removal- lnformatiotm: 18. Existing precast pool coping to be removed in preparation of new coping (by others). See New Construction Plan on Sht A -2. NEW SPA 4 DI-3.6K rla:k'/ POOL PUMP Lo6A't - lorl Hew PLQrirEN ANA , 10,20 ' SCALE I /IG It ; I ' _ 0 u walONAL No. I8 A.2 4136c Ct r`L 2 2 - - 5T". • ffxlsr. FL EXIST. 1 - -5-TORY CAF. IDL=Ncff -1S .o �� T \j LECIA l_ i)ES (3t- IPT LOT 3, ?_) -oClz 3, OF e)Ay- LoP E , Acco(.P (tlG ro THE PLAT THEREOF AS ( -E(:x: c) -- D IN PLAT Soo c , PAG5 G - 5 . of THE PUBL1G igsEGO( -0S OF i7AD`:: <.our4 ry, Fro( -(Og, . SITE PLAN Alk 19. Existing pool pump, motor, and precast enclosure to be relocated from its a d ting location (by others). See New Construction Plan on Sht: A -2. 20. Existing landscaping to ranmaLn. 21. Existing asphalt driveway to remain. GENERAL DEMOLITION NOTES: 1. Electrical contractor shall disconnect power to all devices (i.e. switches, circuit breakers, receptacles, panelboards, disconnects, signal transformers, etc.) within area of work. E.C. shall verify that all electrical equipment in the area of work is electrically safe for removal prior to commencement of demolition work. 1 No sanitary or vent piping in the area of work shall be left uncapped for any period of time; for the duration of this project. 3. All material to be removed shall be hauled from the site, or returned to Owner upon request After all work is complete, the area shall be broom cleaned of remaining debris. J v 4 DEMOLITION PLAN SCAL ' /4" 1 (?) --( '( 0 ( - ---11; t_ EXISTING CABANA - BATH L J Ir EXISTING HOUSE 1_ EXISTING SWIMMING POOL INDEX OF DRAWINGS: ARCHrrECTURAL / STRUCTURAL A - Site Plan, Demolition Plan A -2 New Construction Planet, Detail 1 A -3 Exterior Elevations A-4 A -5 \ \ \ \ \ \ \ \ \\ \ \ \-\ \ \ \\ \N \ \ \� General Notes, Glass Block Enclosure Details, Section A, Section 13 Wood Fence Detail, Section C, Section D ELECTRICAL E-1 Electrical Floor Plan, Load Calculations, Panel Schedule, 1lectrical Riser Diagram, Electrical Notes l . - 0;) (1?) C 12 f 7 . )osse e r e • W W i- 0 z N 0) W z (0 r 1 1 - J2 c:/. • • • .3 .!7 ne;r7" C 7 • • •••• •••••••••. woo ••• • '"111164.. 4•161•0.-11•4•46• 1107. +4.4•irtab 11 • ,;.• "burit•A••• tizo.;0440.-.• v.4‘04,44. tc:!, reilikterce‹; 6.-wehtt 6.ce-owA;egv. 'rleor.614, n.d 11•41balina.;040 ill•tiorre N • y 1 • • ....pt., . ' (`•- / 1.,N; r;.!., 'T" _ 'soy . , / 44/.4 /1 fl / WC; _) • 1/4A/1? / cei . .6! ,•••: t 7 1 ,"••• 7/44.,/ • t - • / 7/4ea: 1 r H:t A/, ; Lt -•• - , • Vit 406 • 70 A C2, ••.; , , /1" ./ /V. L;4 /g//`)/• - -- k• r C.< A/4! A7 r ";*: f v/./i .4.-/"• zi 6: / •/,;," a— 1 / t/O--„ , " ; ';) ;/z '2 ..-;* / .C/6P7y 79/4'j SCA -7 , e t- ,I• .L. _ i I iir?j ----------- _ ,(71 77 4°' •`, A ". •c" eci.: *•.r X • I 4 /V, Ai ' ° • S ••••• L C T " ) — , (7 ' .; A k" • E • 4.• c / 4 Ec)C., ToAcoi4) A " A/f//:-.)/kii GENERAL SPECIFICATIO - ITEM DESCRIPTION, Y4;S N0 'N 1 Filter System ' • 2 Filter Housing . TURNOVER RATE 3 Tile PUMP SIZE 14' -0" 4 Coping ✓ 5 Handrail • 6 Ladder (Grab Rail) ✓"` 7 Diving Board and Stand 8 Decks . -. " 9 Special Fittings •!`. 10 Siphon breaker V •' II Lights 12 Heater .! I3 Pump di 14 Access removals 15 Demuck rock t 16 Hydro relief 17 Vacuum cleaner 18 Test krt / 19 Time clock and transformers V 20 Fence and gate Screen enclosure /` 21 • POOL DATA POOL CAPACITY A Zl t-o FILTER AREA 8• -Q" 3040 FILTRATION RATE ' /.,F' //. %, BACKWASH RATE /c ,e/ TURNOVER RATE 3' -0" gy /25 PUMP SIZE 14' -0" ///•,Y. 3' -9" 6' - SCHEDULE Board A 8 C 8• -Q" -0" I —66" 3 -6 10 -0 _3 3 -0 2 -8 4 -4 t2'- 0 3' -0" 3' -l0" 5 14' -0" 4' -O" 3' -9" 6' - ;111,.• AND ■ • • NOTE; Steel reinforcing in floors i1 3 4 Stainless Steel 4--- NOTE: Wall thickness; poured conc, -6; gunite 4 Floor thickness: poured conc. -6;, gunite 6 LADDER DETAI L Water level in walls N Main Dram Q. POOL SECTION WITH DIVING BOWL Glazed ceramic titei Water level 1 ?c -o `Skimmer Breaking point 1 1 #3( 12 "c -c ea. way lyz"P.V.C. line to pump NOTE; Hydro relief valve only when required TYPICAL CROSS SECTION Water level TYPICAL POOL SECTION STEPS 8i HANDRAIL D E TAI L r I'- r Stainless steel hond rail 0 Precost conc.or rustproof fiberglass Main Dram 4 "conc,slob reinf w/ 6;6%10/10 mesh 1 10L01 Encase Main Dram line in conc. Precost conc or rustproof fiberglass Main Drain Slope 3710' • �� NOTE: Min.width of deck -4' -0" DECK FOOTING a SLAB DETAI L A C K , , A 8' %8 "conc.ftg. 1 w/I #5 cont See deck det, lit "Vacuum and Skimmer line 17e Main Drain line DIVING BOARD DETAIL & SCHEDULE SAND 8i GRAVEL Fl LT E A White marble . i plaster Steeltex form or -I— Kroft board _2 #5 To Woste E 0 TYPICAL WALL SECT I O N ALTERNATE SECTION 6 0° 5 6" 4'- 6" 4' -0" 3'- 6" 3'- 0" 2 -9" me To Pool Sight gloss Hair and l4' Stroirer J non - corrosive P.V,C• conduit Conc.or copper light niche - Coping Relief valve 8, PIPING DETAIL " Slob Bond bream t8" "8 ) WELL POINT DETAI L • 0DIT2I NI stl "DI Air relief Filter S. -Fine sand Pum p Junction box 8 "obove deck Coarse sond Ye tO %4 sond ye 10 Y ?" gravel y2 to I" grovel l)'to I' grovel co Pool bottom slob thickness (in ) Filter Auxiliary pump line to be attached whenemptying pool during periods of high water la. es To pump 3 /4" rock collection bed where hydro relief needed Filter cloth Qisc and spacers Pressure gage and Air relief ty "Vacuum and Skimmer line SPIN-O -MATIC FILTER 8 PIPING DETAIL J � •, '4.4 �/i *:::',›).,.:, ',,, `Y \' e' ()1 p, 42 a n?• �. :.24 4 , p ' t /R te ' ! /j t ' ' (r :i rr et ' � ) ' y � A ?..p • .74• .„,44,4 l C ♦ / ,� rr. eoN r. ft?* �� i x. ;$,:_fc,.,. t .• , � r N roe S. " fr c• - mac- s ter Sofety Door, (Automatic closing a locking) Pool To Fin Grade FloodCriteria Pool Bottom To Waste I 1 ft. To Pool Pump Hoir and lint Strainer yr 2" mesh max conc.ftg. CHAIN LINK FENCE 1 hd,- 2' (H V 1- 1' allow for struct..- Use " slab IYe "Main Dram line FORMULA AND CHART FOR POOL BOTT. SLAB W/ HYDROSTATIC UPLIFT GENERAL NOTES: 1. For plan layout, deck dimensions, plot plan, schedules-, pool location, and special details see Sheet no.2 2. All swimming pools sholl bear on rock or undisturbed sand. All walls and floors shall be gunited or poured conc. Concrete shall have o' compressive strength of 3,000'psi mine 28 days. 3. All reinforcing steel shall be intermediate grade steel conforming tO A.S.T. M. A-305. Steel shall be bent,lopped and placed in occordance with the A.C.l. standards and specifications. 4. All pool piping shall be P.V.C. Sched.40 and bear the NSF. of approval. 5. Backwosh shall be to an under pool sump of 100 sq.ft. rein. area of woshed dram rock, lawn irrigation, waterway, etc in accordance with local ordenonce. 6. Disposal of pool water sholl conform to Sec.5004 of the S.FB.C. Surfoce grading shall confine ponding of pool water to within lot lines and such ponding shall not persist for more than 1 hr.after discharge. 7. Grote of Mom Dram shalt have o free area four times the area of the suction line. 8. Water supply and disposal shall be installed in o way so that there is no cross connection with o domestic water supply or wotec disposal system. 9. Hair and lint strainer shall have removable screen with a free area 3 times the area of the suction line. 10. Cartridge filter shall have o filtration rate not to exceed 3 G.PM. per sq.ft.of filter area. No backwash required. II. All metallic conduit, piping system, reinforcing steel, Iighting fixtures and fixture housing, metal parts of tadders diving boards and their supports shall be bonded together and grounded to a common ground. The bonding conductor shall not be.smoller than #8 copper. 12. No open wiring over pool water. hd. SWIMMING POOL MASTER DETAIL SHEET ENG.J.VAZ ^i_EZ P.E.II ®9i INDUSTRIES, INC. 7451 N.W. 63rd Street Miarni,Florida 33166 I DRAWN BY: A.S. ' DATE : 12- 29 -66 DRAWING NO A-6606 j _ _ • ,> r —. ,._.•- .a-.a-... - • f - - ,�', r- • -- - -� - f rJ G E. r3 1 e .._..s.x,�- ......._.�..... rsoxaea:+..w.a+r. .,r.s�.s •..t .• F E 1:11.11.1J -- s• r u r. C. f - n' •!1 t t't E .(1,t; t +''--- r i' —W %,-%* — '-- +.wp.r ✓•.:J. .I..rI.- •'c'YU ti+4Li6•l.v.''s S ,.wr.,o:I. "r . Be.C)k?c?c iN\ E. 11. : \ a . • t r « _ C. _ �- ; 1 ' t C. 1 I , _._vVi C':k ', 1 -.—. :- ...•e.0...-..6,art••••- . .riNi• ∎ Vls uw,i. - _ - rpk/ (:I t 4;,..,.„...,„„,..„,,,,., 1.' 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" 7 C_ El ‘, 1...11G ( r, t.. • '• '1 \ ; ,,N OPPC1 '( t.) +-'1i.i\. ` V- 17 ... 11- C, (:. ti> v \I I + ) k/ P\ (.." -;-.. $vULi 1 F 1 L- A L L 1-11-1+.__ !\/ N V c--,2 'E.. 1 VLF:\ kjl 2 G1 t L L - - L - A T Y, 4 4 TOLERANCES (SICU'T Al )1E0) st.Idi)4AL • RAG.TtONAt. t' AftiULM MIS 5 1/6 OATS SYM • V\1}1 L-- L PoivisioN a(cotto S C A LE AuTH O. A"e (717F7/5 47: /= /Vic /57 - 17 - A ) il/413 ORA*V2101 APPAUVicris 7%),k 7 / 4 6'We (.1) /V2 /'l/A tel 1 sw ; OATS ORAWINCI titiMeAft I -• E At l Ila N a :1 At Til 1 w•-■-••• X (1'605 WAY — 0 ":4 1 'V NJ A 1 • i- E A riirzocm — D ROOM • ...- ---_%_ ..-7-..-.7.-..- • 7 ti VT-7 1 air 3)(8 • 4 WM' I C ND u FRE CAf ir_Ors4 SI-Ab. • 12 ec. D \GO NI X - () x Vii\Y - LEJ 8 Ci34:), 1 l< I 10 X 10 Afr Ut\11 I iN (LET ON t\I ) • • 12 'A 10 to X 12_ --DUCT 1:1i IN\ etE DIN1NC, ROO rA t I 1 FXtO A A A/ i)/ 8X 10 X 10 C )OE W t'( LIVING 1.. 06c6 V\JAI X B"3 C6(.;es 4. \, Ay • I_ OR k. A ROC)Ni1 I 0 X 1 r A" L-- - - 1 fiV4Pc i:izsc..)M 04 ALL_ MINiuM 'K 2 c_ ac 6 BA ■ kRk 3 X C, C. go WM M • 10X , 1 SACS IS LA. A. ill I 1 . ---- ': -- r - r - ... » :.' -. #`�� .- --,-- .-. . - '; . . k. ;, 1'• • t . .. *: . . . •._-. :, t, ‚•. .. � t �J �. i ._. - :::; . :1 1 • ‚. --• J- . - ,. •:'• :•- ..‚ .?;:g' • ;._-'• iots. -- J. B. 'FORD CO. 1774 W. Flagler S treet *„ MIAMI 33, FLORIDA Telephones: 9 -3508. 82.0027 I HERESY CERTIFY that the attached sketch represents a survey made under my direction and is true and correct to the best of my knowlgdge and belief, There are no ervtoachin ex ep gas ogsiy I(3 $T EDP LAI D DRVEYvAS 42? STATE 0 FLORIDA According to the Plat thereof as recorded in Plat Book Public Records of Dade County, Florida. For /h/ /(0/4 Date Pei, 4 70 J. B. 'FORD CO. 1774 W. Flagler S treet *„ MIAMI 33, FLORIDA Telephones: 9 -3508. 82.0027 I HERESY CERTIFY that the attached sketch represents a survey made under my direction and is true and correct to the best of my knowlgdge and belief, There are no ervtoachin ex ep gas ogsiy I(3 $T EDP LAI D DRVEYvAS 42? STATE 0 FLORIDA According to the Plat thereof as recorded in Plat Book Public Records of Dade County, Florida. For /h/ /(0/4 Date Pei, 43 2.1 7* 11 , • ` ' ... . / ? i) 1,. ,. 76 J. B. FORD CO. 1774.W. ii4glt Miami 35, Florida Telephones: 9-3508 82-0027 ged,A' fie. I HEREBY CERTIFY that the attached sketch represents a survey made under my direction and is true and correct to the t• of m / knowledge and belief. Th ere are tr pli,,myep_t: sh wn. "....jeo )1 - . REG STEitit LAN/SURVEY° 127 STATE 0 FLORIDA ' 0 //)(ica/ /ara//a.) of ievi i?eie",9 1 carp f Ri:K FS -ANtfip � rzr1// -Zz 27 YL7 r ' . N I 1 i\I Q 1" �z ER -u r2o '1*F.. 7 ►JuR Qu r• er4o p LA5,WAL1S, YJ-K.0 E.1 L: 1 N G — - W 4. A S - -W.I. ?ILA eo- L o R I Ia R O - 1.2 -2 7. SM =r E1 i. 1-'1U. L 12 .. i( P W \L-t. S 4 IF iLrN(3 /._r? -, % — Ioo M A I N 1 -4 1 I N lit C0 .4g. RANG 3 -11 G + j,, c p kJ)Y 1Ari G:: C 1R 2 -lJ 12 011 349 r g tr LiGt- r1 NU C 1g. 2 it )4 IN 1/2„ it -- A -5 N:. � L,1xr it: 2x f'. P�. :c oicr 2`'! -We S & ; .,k 14 AM a 7: 130 Trir 2141- r 1/2'.12 d r: m. r li - e t . 1N . ...CEO L ,Ari 4 . . P LA 5 X 2.-' 4"x 8 "'•5 —;44 .VENT. r 2't r .WI,. PLATE ct 4 a /C A_N- c N:7R" - _ 2x4_' fwo. P L A r e4 A T 1/ 27' $ 1 : 12 13 t; iV1 4 -i r.r�r4vrED t Til: P 4 ' - 4 "c.PsN4G 3I,.:t\ "4!a GILBERT M. FEIN. ARCH T C•r 1370 W,\SI1LNGT DN AVe. MIAI11 9e.ke , 'r'i .+►• R. O N C E.. w._ .. F COMM. DATE N ?�Yti C ] a =x ME "lr 13 _ _____' 1 . , I _ 7 ---- 1 --------- -ii 1 crop or plittE; w)1 C. - r 0 12 u P.;?.44 LAT . W1-41 "I' C k. M A - r 1 c..) NJ A 'r . t) 4 PL.'S tPuA 6ft1x\ital., fkJ P- K FLAT W1rR L, 0 V ASP E .qKAVEL Ftit.t.. S ru C < o - • W 1 C C L 1/16 4. • FL/1611/NC -2*), 6" r 1601- r rqs 4 1 - (`).. F3'24, 2.“ CO Nt 4 - v. y , p S E- c - r o C A L GILBERT M. FEIN ryptce‘t, -2>; Exp. - J4 , 3 ta L r I/ "(t) M P- A b v- L 4 " PHON JL CONiM. !Mr& 1 Oft'N 3Y 5}1X4Y rt. V. TA-ant • ..,......—..,‘,..4 .. u...,.....—_,......... r,......,..,..-4,....... ,v 6, 2. e7 1 277E.V56I 0 F. i.) 2 0 tr '2 0 # A RC 1-i 1 1 • 1 1 I 1370 WA 5HINGTON AVC. M1AN11 v36.kcm, FLA. R e.) 1 D. N C FOP-- ▪ feef S l • r S4� : • l- 43 ff �,�. .tom.•.. —. t.j..�' -=�� wa 5e., P: , Pep, r / e figar ;Tics °Pt - rcr .: c Mk1 Ecj r) r ; w 1. a M ill] ti,' /0 . k .. /(:o % "/0 it::W a•ac 'wart -�- r s-ier -ins �r�:.s: - :a. :.EGT121C ANA. br&I (: Z' 'vC/.,, 1 aM :?P -2 A.Cisreek,k ? �. F t } l 4.14c.it q.i taark hsail camply wifh f3he Kati na. ctri01. t. od'i, 3quth ?laritla Ju ldi1 `,!.;,o. e ,di'1 pt • cock ;, ab9.' ' 4.0d wic indicted cn, dr_t.1iny3 shall be c . por, e94F ;'s` C tEL 0i4,44 iO. 14,t/',Ind l0 A'4', 15'4:(41.0,11e1 3 C 3Lt; '3 Itb. ;# and' y ! v CQridut.t._ tkz at1'3d 141 4r'jriw.u3d, h;i 1 . .�;,0 P VC S 01'. 40 o r 1 ii xl, t. 11tt poacitl to js3r.�1� . shI t I be t>1. COnd +iir- inst lied ' ses.1h}E3t . ' - • ` ha f. �1G�4� �� `i L if co l.Z` �4 *It .cis t114.tc te'(.i ,3hc e • 1441 °'`2 4 "e` . f . c.ones4xly .t)C tfQ41:J :! : 1.?e s':al'3d 4 4tth , rla onahl. tO 1154 ,rich ini.4i 't surface: i' f (5_r : o e light 'wtit:iasY; .tnse4 11ef3 '144 •/.3e, 1•{e3• L�YS r lv> bOX' I l l 0 i'rani6 3d yi-fw t w -t k y���! t i 3 r . • - 6 1 -e ':1'a . cola.,,` actor • sh l , 3r - fo,r;z4 411 r npl3 c ric3 f1if ai3a ( ar tI l 1 l 's oar 'l.i rf¢ :s��'4r t .. b iai3t ttn ;n .. 1 c1" �e :i.a.l apparat.i3O • t req,,ti f t ' t fit 3Urf t,te, r Yrir ftap ; (3t c1 aria �S rxt '1 L 1'3 t og j 3 wayr tog9lei -s': itoh quiet tyile, '3vit grounding type. t1,0t OW)3ac COYY veni?nce rt cept:3(11c3 Special x• ? ` 150V, ` 34 (rounding Tolf.31.11.04 outlet. - ;onclti tr {);ace41 (1 in s:ai1111* fi C 1 .ii :t installed ti.Y tl�;.;g uiid vi : under "slab. r'l9x1ble. conduit. ` to 4nel W L icks 61ho r mim1:43 of "f PjvVkl finished, floor. 14� tk) e, p - goQ F'frM t LS;. 9ra{ins, is.g , tyi,'o 20A for i`61, O uf Te53 CJ# h rS+►L3 . RISER DI axps et shown, flush me' R, Sao e 4 . 1 2 . " a vAffp gexeur -to PcV co. A u_ 1 'ttes , to r N b '11 f1 ..ci y `{ W rrn Flog40 l3 BEDROOM 3 BEDROOM 2 4,Cv b r - -- 2 3oV, $',- c►Rrtltr tamit..Axe,e. . k4 )1 ellrV0. vet',, Foc .`, , 25o%/, a!3A P, s%itc. tr 1 t.5tU rt' X iNt<t.t . 1t4 NP 1.EV1c. Htls,..1%no. /- ti - L H f . Ll‘t1',Y t I r , c,3 FAMILY ROOM ATRIUM ., -. _ TCHE DINING . IVING A/4 2$0V Pr, rci tv.a.r.r4Sa A - t.13 ttkkc3 r ,L,iJ1E,Ct SSA• .Vag. ‹o/APRss'atz t)4 trt s�dr�.: ' ` li < '> r 1 N/ i S S H SCHFDUI.E: . c.:1...3.HT. . 1....... , Lit 4.....- ....ow.. 4.......r.- ......,....-..... so..........4........... 44.-4,41-.4.-.................. a-d. 1i()OM trt__(.)0ii BA 6F.: WALL 1.3 C L (3 . 31LL \A/ NSCT. ..._ FIF..t\it A FiKS ‘>'( - rit-e- 1 VeYVilo...J... .?e eit, \rs,/‘,-v Mok,e0A.-e- A w M , , _... _____. r i 1.--Iyo em. Ge%':-Je ( 1_,,,1_,J..161.4.• . vikrzte t7tt-itt-J'2 „1 44-,e. cr.-ee. 41,-,e1;7 `.: t t I 4-..-4 ..)%41' 11 fl- -1 6 0 b' 1 ti vv.f79'.9 A 1 11,1 e4;e49e- vL.A.;;Pi-i. . POyvv.c. - V ( i" I 1 - 3 . , — 14A14 et gr),•■-•'4 c pl._.i.)#....4i ' , \i\ic VA ■ .le.f. - ir 1 • 2: -2. .. ./'. efi '•:.%;i4 • 1,,, ,/.4 W4 Y\/ ALrUM , j I vYyytk.).- a - 1...-t,t , ...-.4 4 ., ...___, - • . - 1 ,z!..„ 0 ....2 1 ,, ,./ e... , , i ....... nerivccivi • 4 . y &1- t-----11-P E - ill-re. . - ‘1.1 w,..? .W.41=-2—.1 vAet itt, .-t-rlf4 cg.e. az.-1i p.e. cmp.4, t 0 A 4 (I- e 1...1.)-14 A-n4 . S . ...... \A/,r2 ii 1 it 4 NISvAi...t., 0 _ — - - — t.,,,,,,--do 61-cili ,< ‘.../ . w 0..;9e(e- r1-'.M -- — 'IA. e.;..<- v. -T-4 kNI , gm', 9.1.0eK-. r _ — _ riyvit/A. T y•D . e — — ----- _ . — trib. Li- ! 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REMARKS t.st A w M , , T4 e..1 vg4 I e 6-.. et, , e,rA.41- et.ey, r i 1_,,,1_,J..161.4.• . ____. kr „1 44-,e. cr.-ee. 41,-,e1;7 `.: t t I 4-..-4 ..)%41' \/ fl- -1 6 0 b' 1 vv.f79'.9 nfP 11,1 e4;e49e- vL.A.;;Pi-i. . - V ( i" I /?" \r\/:.:.) wv A _ pl._.i.)#....4i ' V 6 I ,/.4 W4 Y\/ ALrUM , j I - 1...-t,t , ...-.4 4 T ,z!..„ 0 ....2 1 ,, ,./ e... , , i \A,/,..?...T.," \A"?.. mteol.e. 11 &1- t-----11-P 1... - .W.41=-2—.1 L.0;#_)ve''.eer-; i -r.„.c 4 (I- e -- wiv •• . ...... it ,!- F22 _ — - - — t.,,,,,,--do 61-cili ,< — Yy..%; -- — 11 . kNI i 'et- rA...,9 . 1 , ---- trib. ,• -7' -. II . - w& --, 12 .4.A.-1910‘.1 . ...... ei _ Ao, -sp,0-1 ikt.qm - Trmci I•er) • -'414-- 4:10 . , 1+ ,.........;_........ 10 '..I.Ar;i ..1t. .-, -- - ' , .. -'-- e 9. e .- 0 e - ..,... f o u r .i.),..1 .4. --,----- I t it • ' I th-(e)ijk.i../(1 . ' - ... - .- -- IV-e, (1 — ''''_.,, i41 41,0 It A . • I ft0 " ":,,i■./..?4 fle/112 • '1(.0 '1=e/ i \Afe%w -, ' 'T .,_ T?./;4 V5rleee. C.e ,- ..i..oi.) _ .....,,..........• ... ma•• ............ .... ...........u. __.. ... ...._ . .. .......... „ ......__ ................____ ....__,........_ ____________________________ .__ . . • ,..... *-..■•■,.. ■•■•■■•• II/ ORAFTRAcE• 260 • SCALE 1/4" REAR ELEVATION RIGHT SIDE ELEVATION e /r!t..-i:O I (VC T v j G •f. '. v "fe:1. 4' ' 41i% W 0 0 CC J 6 w (1) ° a N W ca 2 m Lil N W M J W W u i me cot a u W W� � 0 (CI in "'U ' aau 3(1 0 4N a z; os 04 2 a� 44 J • W 00 • 2 1 0 RAF RAC k• 250 4 / — tV \.e — — • 6i(.14,a0, T.'"•)„.e. 1.Ave - r)%":210 ek- • €2 • • 4 V'e '- - '•', /f.„ re(jr ; / [ _ • SECTION SCALE 3/4"=. . • -- 1 4 • , :fl: 1 ()A 1.— — „,;.. 4 • t--- , vvi 1 (1 • SECT ION • fi\rt,..„ r T •••••,. ps) 6 4 ///' e- •.;.!;/.. ei 4' Pt 1 e1 .••4 4•,•`' ; ta '44 42 SCALE 3/4" { T - T' , 4 , • r A .„A.> - te.• ksr• \If 1 r;• 4 .- 1 5 - v, 7 1/ e . - -•••• " XI; A, ; • .■ . - /— ..._,____.... ' .,.. ) \, rf,- A RA -r" D t ;F-4): t 1-1(1 rcA firrr!-- t.4;1 2; • tA VI 0 iC. IN • r 4vr 1 11 _0 4 <4 mer: Mg.rAl. 94P c-r-fp,) - r X 1. 4/6"P9 t-J•exlat (rfe) g2(e. C • "..f; v. Arieti(2;z . e-A. v"Vi , • •••=1 •cf- 1 i4 ":„•• , J .4e - 16 ey.,..4.1 II 4 ECT ION r() AN.,‘c•- ourr- 4- 11-1 - r 140)(41' 1 • `;' Yie4 cAVA Wiet.t•-• ef-C"1 - 6 SCALE 3/4 4. 44$ Ir.70" P.:•14 cA.t..tr? ;„•-• • ,•••••1 .- „„ • -- r'r • 1- It i t •t-: i ° g . - 1;1 •X:=•-••'2 le0 m4;13.,fe.8 11 1 -g/;) w/ ee-t 1;"(J1a1,..44. VV. v= - .3 , • , " N S.A Cr i00 1 !,3ECTION SCALE 3/4"-.1 MA,JLJ; — IN; V f ', :r -,.■ KAI I ItY t li \f4; r-- ------ -- ____ ,-- ____ ______ 1 01 1 VA vstit...1. 01- 1 'N r -1 1-11 •;71 v '67 X e,) , ..4j1 A 1(4 ) ) 11 \ V 1 j I, ) „.• • (1*<10) 12;(.4 - %,-Plk. 6 tJAt ) we'e e-A \__ If 4:› 439 V '2 - Vs/ (rt"r 4.. )(-4 4 7 C•rft .L.4.. ge:.4 r '''''- , - . 4 - -r•r 4 k ' . ' I rie / tett e pt A- re- f &-Dee. g , .0 4 A de 1 r•:;-" - --- 4 , 4 1v2; Xb' r t• 6 . Ves) ( 1 1 : Be_ ;;;L. . e•rr r_ - CsaY t4o 54 tia, v.\( c-N) ntk -‹7c_ 1 ..e•.:c .7 -07-5:-7 (-r 11_ 1 — (I-(e.) inP r-; • • „s t'5,- - i• - •') • (.3 rC- _ 7re...di.... a I .4 tf 4:4" - ;;P. -fff ,=ivit4.4 vefra PQ 14 +-Ad.?) 4- e.., et-gv, Ver ';k iV (po nm/ 4 c't — ellek - 0 0 J t r 0MrtRACE' 230 w g d 31 r 0 . J 611 qs- J U t‘.1.4 - Pa E- f9 a n :3 X S WU•49. 1( tJ 3 J a � 4 r ad s' 13 2 W ' .. I 0 A w :142: Vl `., ea I 1. FILL: 0 3. CONCRETE: 5. MASONRY: 6. AIR CONDITIONING: FA o\lsf L Foundations Columns & beams Slabs `.,,, e"" 01!;u r.s vs/ }. s. 3 "Xt6 ■'/ Z �� cct•Jr; SECTION SCALE 3/4 -1 1 All requirements of local, state and national ordinances, regu- lations and codes pertaining to building and preservation of public health and safety shall be observed by the Contractor. The South Florida Building Code (latest edition) and all appli- cable National and State Codes shall become part of these notes. All vegetation and organic matter shall be removed prior to pLaeing fill. Foun- dation :shall hear on clean sand fill compacted in layers on no more than 12" in depth and to 95% density as per- A.S.T.M. proctor test or modified proctor test to obtain capacity of 2000 Par'. 2. SOIL: Design aasiunes a soil condition of 2000 PsF, should other conditions be encoun- tered the Architect shall be notified before proceeding with the work. Concrete shall have a slump of 5" max. and a min. compressive :strength in 23 days as follows: Foundation & slabs can grade -2500 P.S.1. Columns & beams -3000 P . S . I . Concrete cover for all poured in place concrete shall, he as follows: 3 inches 1.4 inches 3/4 inches 4. REINFORCEMENT: Reinforcement steel shall conform to the requirements of ASTM AGI5.68, .3pecifiea- t for new deformed billet steel and to t; Grade 60 with a minimum yield st rength of 60,000 P.3. t. It shall t detailed, fabricated, and placed as rE - ecoz.;ended by AC I . Concrete masonry units shall I e load bearing type conforming to ASTM C90.59. Mortar shall conform to ASTM C 270, Type M. Concrete block :calls shall be erected before pouring tie columns and beams. Air conditioning sub- contractor shall sub- mit shop. d.ra to Architect for review prior to installation of eduipzrez,t. All structural lumber ;Shall be 1100 PSI min., unless otherwise specified. 8. SEPTIC TANK: Contractor Shall perform a perculatiOn rate test and shall modify size of drainfield as necessary to conform with South Florida Building Code. 7. LUMBER: ri o r` :rw f rU,`14 - I r+ c:. � i•1 'N = 7J'r1Yti`� DETAIL SCALE 3/4 1_ ( 31, !t vtf it J 1 .%1'T . Qi N 'r -r a v.- r 1 I c! - -3 1 o 4 St ■ . > ”1 MAs f Z BEDROOM ti BEDROOM` 3 F3EDROOM • 2 tege.ltte reo Seek!). t= 1tf.1i.oOtt 4e.:3`ti . GARAGE' FLOOR PLAN SCALE 1/4" , ( - .01, O 1/ C�� ("V_t1; 4 A rV I.. 'r'a;:Sr• I'd fir': 1. . 14; F"14 0 * . t }. '. ei ..�:1 AY r t f'PTA X . r.f.# Y(.. 01,1 L.,' -! ‘.11.. :,1L:is -_ - _ -------- _ le* " • } • 1 r e 1 4' 4 cxn LE*r c c- =sttsr; - r o i ►,.r: C1 r.,,t- 1`3 t, • r3 , x 1a" fl coL. 4 2 riES s? 21 } " o-. 1 4 rC> s? it t ..;I 1 . S'r t�``t C.0 c3-% 1" "1 ' C 11A !• r tgc-1 fiTari14,1_411111 1 (, :,19,ti1 t 4i&W. ! ? - :5\7" t 0 1y F'AMI L: r ROOf`it - e'l v st '44 • ' 1 r. eer N - t: ', = UMIAKfiNST krrcHEN 1 10` j? FOYER LIVING 1 _. - yl stt 4 CO co ci 0 6 )(Vt.' c: c t;C 4t - N x> i33 .Cr'ft? t; »t_ezS 1 r .�p) .-- )RSi�� r.8 . • 4 ?i�rs.� ry Sim � - 1_t_ tip «.r / ft�P - r c f L eft 4"; g 1 , 4 1 41 CIJGhf 2 =�= �vt=rt: -rob 3 3j1... f ; rte, ez t TRUSS TYPES - tsJ' 41 etw r . e?:. -.tip : -..--,7:77,TYe .� - ' FIV. 1 � � -7j 1t V ert' if "e2 1-4' 31'X,6" u/ 0 ' 4 r. ( E ) r _ ' _ _ ... ' _ &Mlr , ,d , . - = - e 1 4;t4' T- -. At. 2r U f'Ztlf gh Vic. ? xln'' vege e.A.IkA it rf.+s1. ' � 1 yt�Zh�: ' s ls > ;l� - � :i • 'i':T r' '1_.- �i _ . • 1 11 . i i I I _ .- f ! 1,' 'I1! J; '1 f i I i I r' a 1 W4'i � r 1 w.,M,M.. 1 I_ ' _ _ _ 4 'e . f;;Vei `G? ;& it .. _ .,�- •r-f"1i: _ 1 T ' • I L'<-! \Y �t.r GL•Y.lFAG re ' "d" !. ..�. :-t.:! Fitt . Lt - (fir , FOUNDATION PLAN SCALE I/8 II-0" t.v.v" a (j`, ©'- O" ;~GZtic\ c'•, + r ; t_ aN ` - % O.O v t a , c 3 r J V t ` = : . IAC,, ?J. . ( f r \ t . 9 ) WINDO'nl AND EO03 SPECIFICATIONS ' I . r (. 1 I �I \ la +.- tLt(c%a16� ! 1 1 it 1 • , __ _. i'Ll _ -.. i4 - o' CHAPTER 3 C INTRUSION AND BURGLARY SECURITY 7. Sliding glass (:lorry hsall comply with the Architectural Alu- minum Manufacturer's Association (AA!A) Standard for forced entry resistant aluminum sliding glass doors (AAMA) 1303.3 - 1972 and the American National Standard Institute (ANSI) A1344.2- 1912. DEPT. OF ENVIRONMENTAL RESOURCES MANAGEMENT METROPOLITAN DADE COUNTY ENVIRONMENTAL FACILITIES ONLY APPROVED BY DATE QCt 3 .x- 78 1. All 311111e exterior swing doors shall have a lock to be key operated from exterior with a minimum of 6,000 possible granges or locking combinations; key --in -the -lock with an auxiliary single dead bolt; hardened bolt or inserts. 2. Hinges on exterior out - swinging doors shall have non - exposed screws. 3. Jambs of all exterior off bet type in-- swinging doors shall be rabi :etted, or of similar fabrication to prevent defeating the purpose - of the strike, and the integrity of locks and latches. 4. Single Swinging exterior and swing doors connecting living areas with garage areas shall be a min. 1 -3/4" thick, solid core and shall be secured with a latch and single dead bolt with one inch min. throw, or a combination of dead latch and dead bolt sets with latch throw a :bin. of 1" and bolts having a . One inch min. throw. 5. Front train entrance doors ;Shall be provided with a door scope or vision panels. 6. Aluminum windows shall comply with the Architectural Aluminum +anufactUr'3 -r's Association (AAA) Standard for force entry resi;3tant aluminum horizontal sliding windows. AAMA 1302-3 - 1972 and the Atr,:erican Nati:}nal Standard Institute (ANSI) Standard for aluminum windows A.^NSI A134.1-1(„A72. 4 I H tr�'t4 1. Provide pipe cleanout as per drawings or the S.F.B.C. Exposed cleanout shall have counter sunk plugs and shall be secured with vandal proof screws or bolts. 2. A/C condensate piping shall be P.V.C. SCH. 40. 3. Vent Flashing: 4 lb. sheet lead 8" flange extension. 4. Provide gate valves, hose bibbs with backf.low preventive valve, check valve, supports etc. for a complete working system. 5. Provide stop valves, balancing valves, strainers, traps, vents, escutcheon plate control and similar specialties as required for proper operation, appearance or S.F.B.C. 6. Provide a complete cold & hot water system to supply all fixtures. Supply concealed air chamber of the same dia- meter as per supply pipe and 12" long in :water line at the end of branch main and risers. 7. Provide gas lined water heater with pressure & temperature relief valve to comply with the S.F.B.C. L_LJ AnekuM L 41 y;re t:cta I t h l to 4 r 1t rte GY. IT1 P12 LOWEST FINISHED FLOOR ELEVATION (including baser : ni) LeitAL, i Pr t t . A'( t.��L'+� � "Gr >Z >tr•Ir f Ti ;� Pt.tf Ygu zc.-› 0' GLAT ?AC-a& 60?> ?J%t'j yZcf�Yair.: ---s VT, r�^{�f�3'.e1:.',J . „ . ORAFYRACE• 250 0 Z 0 J o W 0 (n IX) In N X11 0) P - \\ o .. 0 W 2 - a Q 0 3 a w O 04it d5 fi N W of 2 4 W d 0 W n M • J • W • &- • 6d 0 W u,`:" � ; � ° W e I ta �4 Q 2 (Mid w-9- a a 34 Q% J ° Off 21 2 a , N Q Q o co UQ 4 ZW Q 4 4 N Y J 00 W O NU 2 4 0 i1.