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09-49-016C C h Gs OVLH RROPQF mm C C C A 09 A � r1 a.nT /\ 3-3 �1 Al1A IA1 A 1-1 /--1 M' - . A-06 r1 /\ / 1 u. L u o 'o �. � H I 00 00 1 40`lr I A. .0 'P '0 1 •0 •0, A•r 1.1 T R I �-F— 1 q STA1R-1 l A-05 i I I 1 JL I}-• — — — — — — — 1 — I— ` AD 33 _ 4• ,• 10 Y xl 4' 4' 10 CLASSROOM 205 OCC. LOAD 660 sV20=33 ELEV. i 1r-0• T.O.CONC. SLAB = 4' CLASSROOM i 204 OCC. LOAD 660 sf/20=33 19' 14•-10 CLASSROOM 203 OCC. LOAD 660 sf/20=33 19'T '4. 10 CLASSROOM 202 OCC. LOAD 660 sf/20=33 33 I I CLASSROOM- 201 I I = 657 st/20 38 I I ' Y G' 4',i' 9 4'9' 7� � •, I CLASSROOM 207 _ OCC. LOAD 633 sf/20=32 ) STAIR-2 I A-0-5 I 4, .r- CUSS 206 660 OCC.LC 1 -17 s r Ian • r r • — — — a (_ ___ _ - — ST I I _ ; _ _ _ - - .. i I DOWN 4'r CONC. ` rs Ivc PPT 17Y7G5. rOV PING. a Ise. IR # 1 t — — — = _ ___ _ 4'r 19'A' 14' 10' I 4' 14'-IO 4' 10 4• 4' 10 1g71• 14- 10 - = rcw. ------- -- AI MEDIA CENTER —71III OCC. LOAD 1,746 sf/50=35 — •>r15I II — — I I i 31• I 1,00211 — FE »---• — •— --R -- -- I- -o§y -- - - -- - 4161 ®`` I I_- • 1• -- AW,J�934 11 FO -- 0 ` ?07 LOUNGE OUNGE OCC. LOAD 226 sf20=12 III1iI — _ - L ^ Y------------- FE • g -- — ----4, —I—'Iy YII — —2-r— —®9 — —U--A—I�--TO 0 05 I MEN vvDnLaA O� I o `! O O,\ 4• 9T _ 9'T d, ,1 9 I I. I i'Cr'• ® FR OTNHTE N1ILI1T MIOMSTI fr.1AI —��IIII1 ----- ``III -- ,'—F• FE -- --— 1�4.10 —'t -----♦ 114- 1' C• 0 5- �F•I _ a —IIII I II 1 -I — — r I•G• 4. 15 FLOOR FICT1vOL ROOM - CUSS 2011 I OCC. LC 1 659 02 1 I AD =33 CLASSROOM 209 OCC. LOAD 659 sf/20=33 I II CLASSROOM 210 OCC. LOAD 659 st/20=33 i 19' f: : CLASSROOM 211 OCC. LOAD 659 sf/20=33 19' T I : 4• CLASSROOM 212 OCC. LOAD 659 sf/20=33 + 19'A' 1= ) - 1 v 4' CLASSROOM I 213 1 OCC. LOAD II 630 sf/20=32 I ' 19' A• I 1 ' _SCIENCE I I LAB' F,LNm1JFs FCAAPWNTSAND rIXTWUWSIRFs BY4JDFTG OCC. LOAD 468 sf/50 10 I I I I --------' I I I I : - -- T O 0 7. 10 ao-- rr, Tr—�/ I _ -- —I— --- L----- •Iv ©a I zPA 'In r 1 1.11• I ---tt---- - --I------ }----- 1 -- -i b 1 DrlllriY I I I A-02 I I oD.rr a 1 TO, 1 i r 1 11• 15.1 11I 1.1 o n I I I I O3.47 I I I 1 I 1 /ilk SCHEDULES OF HL11 THROUGH PENETRATION FIRESTOP SYSTEMS CONCIFUL FLOORS CONCRETE OR OOCI WALLS TYPE OF PENETRANT F4RATM UL4CASSinm TYPE OF PENETRANT FRATINO UL-CASSIFFD MO SYSTEM SYSTEM FAOWILCAJ 0055, , CAI Goss, CAI OM CAJ OM CIRCULAR SLAW 2 rA 0006,CAJ 0055, CIRCULAR BLANK 2 CAI M56, CAJ WM OPENINGS CAI0090 OPENINGS 3 A OD06. CAJ 0m, 3 CAJ DOSS, CAJ 0086 CAJ 0006, FA0014 1 CAI 1276, FA 1078 1 CAJ 1220. WJ 1067 2 CAJ 1226, FA 1028 2 CA)1226. WJ 1061 SINGLE METAL PIPES SINGLE METAL PIPES 3 CAI f126, FA 1017 3 CAI 1226, W.11041. OR CONDUIT OR COMX1fI Wilms CBJ 1034 CBJ 1037, A CBJ IMP, CIU 1034 4 WJ 1041, WJ 1042. WJ 1068 FA2053,IA2025, CAI2109, CAJ 2098, CAI 21M CA)2098. CAI 2071, CAJ2.442 cu 21 TD1, CM 1IDI, GA, 2342 CAI 2342 AI 234 SINCE FA 2D53, FA 2025. SINGLE NONMETALLIC 1'I'E CA121D9, CAJ 20A, NON4EIALLIC PF't CA12189,fA1207B, OR CONDUIT PE PVC, 2 CA12271, CA.J2167, OR CONOUT(E PVC, 2 CAl2161. C1112371, CPVC, AAS, ffP, El/T) Gou ,234 237,, CPVC, ALAS. F FP, E14T) CA12342 cAl2H2 CA 3 FA 2064. CAJ 2109, CAI 20CAJ 237,. 94 VU2109 CAI2098, w 23/2 3 CAI 2371. CA) 2U2 4 CBI 2016. CAI 2011 4 WJ 2057, WJ M91 TA 3007, CAJ WJ 3M6, CAJ M1 3095,CN 3180 CAI 3180. WJ 3060 2 TA 3001,CAJ WJ 3036, CAJ 3095. SINGLE OR BUNDLED GALS 7095,CAJ 3180 SINCE OR BUNDLED CABLES 2 G113180, WJ 3060 rA3007.CAJ 3 CAJ 3095, CAI 3180 3 3095,CAI 3180 4 WJ 3050 1 CAI 4034, CAJ 4M5 I WJ 4021. CM 4034. CA14M5 2 CAI 4034, CAT 4035 2 WJ 4027. CAJ 4034. CAJ4035 CABLE TRAY CABLE TRAY 3 CAI 4034, CAJ 4035 3 CAJ 4034. CAJ 4035 ' 4 WJ 80117 f A 5015, f A 5011, CAI 5090 CA)5091 1 CAI 5090. CAI 5091. CAJ 50M 1 CAI 50". WJ 5042 SINGLE INSULATED SINGLE A 2 FA 5M5—rA 5W7. CAt 2 CAJ woo. CAJ Sm CA)50M CAJ5061,WJ5042 3 FA 5016, CAI 50M. 3 CAI 50M. CAJ 5081 FA 5018 4 CB15OD5 4 CU M. WJ 5028 1 CAJ 6005, GAJ 6017, 1 CAI 6006. CAJ 6M7, FA8002C111B078 CAJWM FLFCTILCAL BLISWAY 2 CAI WOO. CAJ 6017, ELECTRICAL FUSWAY 2 CAJ MM. CAI 6017, FA6002•CAJ 6PJ8 CAI 60M 3 CAJ 8006, CAI 8017 3 CAJ M. CAI 9D17 I CAI IN6, CAJ 7051. CAJ 7046. CAI 7051. NONBLSUIATED CAI 7py4 NOWNSULATFD 1 WJ TM. WJ 7022 MECIWOCPL DUCTIT POUT MECIANICAL DUCtWMWITHOUT 2 CAI 7DLB,W7051, 2 CAI ID16,CU7031, iMM WJ 1MDAMPERS DANVERS.CW17o22 3 CA170M, CAJ 7051 3 CAJ 7046. CAI 7051 INSULATED INSULATED , WJ70n MIGWICAL NIX*N/M MFCHANIICAL 2 WJ 7029 DUCTWDI04WfngUT DAMPERS DUCTYw1RKWDIIOUT DAWTM I CAI M. CAJ am I CA) am. CAI eD56. CAJ8143 WI8007,CM8143 2 2 CAJ 8099, CM WA CAI am. CAI 8056, MIXED PENETRANTS CU6143 MIXED PENETRANTS WJSODI.CA18143 3 3 CAJ 8041, CAJ BD56, C J M. CAJ 8056 WJ SM7, CAJ 8099 4 4 CAI 8W5, W1$007 CAI sm WOOD FLOOR GYPSUM Y7A4I BOARD ASSFMBLFS TYPE OF PENETRANT F RATING UL LASSMITED TYPE OF PENETRANT F RATING UL CLASSIFIED SYSTESYSTEM I FC IM9, FC 1059 1 WL 1054. VOL 1056. W1,164 2 VOL 1054, V* W58, METAL PIPES OR METAL PIPES OR CONDUIT 2 FC 1D09• FC 1059 CONDL" ll 4 WL 1vi 1111, YL 1165 rC 2732, FC 2030, WL 207E WL 2075. FC 21KFC2177, FC 2128 1 YL 2128 NONMETAILICPF'F NON-MFTN ITC PIPE FC 20M FC 2030, 2 WL 2078. WL 21175, OR CONDUIT OR CODUR 2 IC 2I28, FC 2127, WL 2120 4 WL21M WL2245 FC 2100 1 FC 301Z FC 3044 1 NIL 3065. VA 3111. WL, 112 SINGLE OR BUNDLED SINGLE OR BUNDLED 2 FC 3D12 al& WL 3066. l 3, H. CAI IFS CAA1 FS 2 rl3nz 2 FC 3012 4 V& 3139 1 WL 4011. all 4019 1 FC WC, FC 7' CAR ETRAY 2 WL 1011,YL 4019 4 YLOM4 1 yA 5028, VOL SM. INSULATED IVES YL 5047 2 FC 50A. FC 5MI INSUATFO PIPES 2 WL 5028, WL 5029. WE 5D47 4 WE 5073 NON-INSUAITO NDNINSULATFD 1 WL 7017. YL 7040, MEC WwCAL 1 FC 1TRJ MECI ANK:AL VOL 704Z WL 7155 2 WL 7040,m 704Z r9ucrWrar owrnlxrr DUGTnaalwmlour DAMPERS DAMPERS YL 7155 INSULATED 1 NIA- NSUATED I WL Mo. WL 1151 MECIIANICAL MF:CIAMCAL WL 71%WL 7151 2 NIA' 2 WL 7059. WL 7153. DUCTWOLKWITIIOUT DUCTWOERWDTIDUT DAMPERS DAMPERS WL 7156•WL 7151 1 1K,o95• yl sou MIXED PEN , rC 8009,TCeo1 FC M. FC8W5 E.E. 2 Ni toss, all soft 1 YJL 80f1 "CONTACT HILTi TD R Gum;ENT ULG ASSTED SYSTEM OR ENGINEER JLIIGMENT DRAWING 800 879 6000 NOTES L Johsk md,bom d e ch mwghperctrMm Mm ling syYn" marl red ALL &Wh d Fe LIL41— d Sy k. 2 npnvb mMitne do red mdtll anY tL�havOLd fi•l"'^ n Ile sdeAMo chose, mntxd Ilia ter sLl,+rrelne syslma a Ling— A47. dDr—Vg-80"I"WO 3. Wit" mare 8"n ores sWaW ULtb-.f dSye... HM n 8e xKNh, douse WE UL Syd-NMI ha-d eouv-dIo,wh IrayLgaldrnlm iresbP sysWn 4. Cmrd4"Ie•MIAwnlWvkaksbasart nA pmclrgtm qlL Ig sues are appgsmb forpmctrad bolvgand elm are se s- 011807 v A-09 U V Systen No, HW-D-0209 Assembly Rating - I Hr and 2 Hr (See Item 1) Nominal Joint Width - 3/4 In. 1. Floor AseanWy — tin 4-1/2 h W& rsdfforad i¢ltrni¢rt or nand wi¢Tt (1�00-150 iTlruchid txxxxsts F13or may abo be con *wti d of airy 6 in. Ndt UL Clac'fied iplion Pncad UnRsliI. See Precast Concrete Unlb category In the Re Robtancei Diectay for Dares of mmufaidtir a. Z tlkdl Asearlbly — The 1 or 2 h fie -rated gypwm board/steel rid well am," old be comtrided of the matakb and in the manor specified in t1e kdwk ud U400 Series Wit or Patitin Design in ttJ. A. ire Sted Flow and Ceiling rainDhectoty and s, Floor and celtg nnxn of wall rider* Oct cant of min No. 25 gouge 9* steel diamie6e sksd to occomnnrodots steel Aide (Nem 4 Caring runner to be prorided arfth 1-1/4 h Oeirg runner, ,, with steel fasterm spaced 12 h MAt. Ught Gouge Frombe — ottsd Cling Rmw - As an altemats to the ailing miner in Item 2k dotted aging nnnw to coneid of gab sted dii with dotal Vargas sized b oxomrtrodab steal studs (Roan 20� Slotted Ceiling nmrw seared to votbys loner eafacs of floor with sled fasteners spocsd max 24 in. OC. SUPTRACK SYSTEMS INC — SLP-TRIL AZ Light Coup Franinge — Vertial Wflsetiar CarinIgg Ramer - At an aibrtate to the sing mmnem in brie 2A and 2A1. YwtiCd deflection miming Rn1w to r, I of gds steel do. wM slotted reified deflection clips nrdrmic* fatiet within nmnw. Slotted cape proridsd with step bushings for pen anert fadetig of sled adds. Fkngn dzed to aecomrtLodats steel odds (Item 2B Wrtkal deflection cerng runty secured to kww wifoa of floor with stnl fosbrLers spaced max 2 TIE STEEL lElN= NC — Wffro k VID250, WD358, MA Vi= and Wi= B. Studs — Steel sands to be min 3-1/2 h wide. Studs cut 1/2 to 3/4 h ten in length than aaenlbtp lisigN with bottom resting in and resting an flow runim and w1h tap noting in airing naw wNPA atbodrnsmt. Wm slotted ailing Mew (Item 2A1) is Heed, sal adds eecued to dotted alrg rimer with Noa 8 by 1/2 h long wafer hood sled scirm of midlteight of stet on each aids of waL Stud Mpocig not to exceed 24 h OC. When ratted deflection ailing nrrrx (hen 2A2) Is used, steel d A waxed to Matted werticd defledbn dips *a* the btmhi% wM steel chews at mW eight of each slot Stud spacing not to exceed 24 In. Or. C. Gypsum Boade — For 1 hr annW, am law of 5/8 h thick gypsum board le regrind in tM tin rft d Wall and Pad'tim Design., Fw 2 hr man*. two lows of 5/8 im thick Wourn board b required in the kdMdd Mal and Padtbn Design. Wall to be conducted a spedfial In to indiridrrd U400 Sake Design in Ile UL Fin R-Al, a Mactay, entxlpt that a mat 3/4 h gap Sidi be nairtolned between the top of gypeun board and better, of cornciete float: The mews atiodlitg the Spot, T board to the sods at the top of the fist layer elal be boated 4 in. below the boor. 1M eaews attodiing the second layer to the steel :tide slat be hntdbd lnb the shads 3-1/2 h below Ne floor. The hourly firs rating of fM )*A system b deperdo on the hourly rabp of the wits. 3. Fit Vold or Cathy MdWW Sealant — Max sepaaUan between batten of floor and top of well b In. The W systan Is designs to occen nodate a mar 17 percent comprsnoni or extanlar tam 1b Installed width Mn 5 In. tllicoxes of fill matakl Installed on each side of the wall between the top of the Wpoun Clard cri Mthe licbm of the ancnete Mow. 9A with each surface of the well.. DIV OF HL1 INC — WMIS Ekdtanak F'deskp Sedan or OW Flexible Fh3hp Sedont •Beakg the UL Om icaUon Mark e ��,SSIFj�o MITI! I�471�ia nl to;�lw*'. d ansmip srsRHs sal 2% 2701 C �L US SCIENCE LAB FURNITURES EQUIPMENTS AND FIXTURES BY OTHERS. L 691=1 a v D.1 U U LABORATORY FURiJITURE SCHEDULE MK DESCRIPTION N J F,v iUnuc (I) MODEL REMARKS 1 4 STUDENT DOU©LE-SIDED SEROCE CEN ER CAROLINA ER-70-5129 661 X 46"W X '6"H, 1" THICK SOLID EPDXY RESIN TOP FOR CHEMICAL RESISTANCE 2 INSTRUCTORS DESK CAROLINA ER-70-5125 661 X 46"W X 36"H, 1" THICK SOLID EPDXY RESIN TOP FOR CHEMICAL RESISTANCE 3 ADA EMERGENCY SHO'NER/E',E STATION - - - 4 FUME HOOD CAROLINA ER-70-5590 47"W X 25"D X 53"H, -HP BLOWER MOTOYlR, 10" DIAMETER PVC EXHAUST, REQUIRES 115 V 60 Hz 5 CABINET (BELOW FUME HOOD) CAROLIAN ER-70-5594 48"W X 22"D X 35k2"11 6 CLEAN-UP SINK NOTES, 1 ALL DRA VAt IGS AtID STORAGE SPACE TO BE PROVIDED PATH LOCKS 2 SUPMIT SHOP DRAVINGS AND FINISH SAMPLES FOR ARCHITECT AND/OR O45TIER APPROVAL 3 ALL WALL UNITS TO PE PPONDED VATH BACKSPLASH I LAVERS EA SIDE 5/I" G wa TAPED 6 PAINTED 3,,6.DI.5%" NiL STIIDS P 24" D C-2:i GA SECTION PLAN � WT-0 'STANDARD 4' AND 'TOILET AREAS 6• PARRTI N USE NOISIER F B'-0' 10 Q' 0' Hlil RESISTANT G.M9. r,��tiL•1.T>rii1�� arxE:"r4L NOTE: FIRE RATED MTVRIOR A CORRIDOR WALLS NOT NEEDED PER F.B.C. 2004 EDITION -7083 EXCEPTION 01 -TABLE 1016.1 8 N.F.P.A YALIA Tz6" E B'stlIIerers "Wizatal lletw NIL 5/8"trPB-z Wstuds 3%,Dr5%- IIL STUDS F 24" D C-25 GA. SECTION PLAN WT-1 • I HP, FiiE RATED • 11111 FM RATED TO U DERSOE OF MALLS TO BE STENCILED ROOFMRI UFE. ASi[RFBC704Z14: Design LaIL. # TIRE AND SNOI(E RAM MP00 PR[FTELTALL OPEN IIGS Tub" P R'stiffi: rs Hurizuntal Flow Nit Studs 5/I" IVPB 1 . V IT Wb• es• side STUCI 3%-Dr55/e' NTH. STUDS 1124•UC-25GA SECTION PLAN WT-2 • 2 HR. FIRE RATED TO UNDERSIDE OF ROOF SiRCIURE. Design LBiL; MP1711 or YAW v v LEGEND GENERAL SECTION --- 1-1 WALL SECTION 1 —. w DOOR O1 5 TOREFRON r WIND WZIYFFLOOR PLAN LE 121-011 Scale Y8n=11-0" GROSS AREA FOOTAGE FIRST FLOOR AREA: 11,172 Sq. Ft. SECOND FLOOR AREA: 12,826 Sq. Ft. TOTAL GROSS AREA: 23,998 Sq. Ft. 6.IN R DYER li ?RING P_ 16"1111U 5 RIGID INSULATE IWELN FURRING Sl •V SIDE] .N O SECTION SECTION PLAN PLAN WT_ 3 • EXLSTNG NASiItRY MALLS WITH 1/2-1G.M.11. OVER MOOD FURRING F F M DYER R-4.5 RCIO NSLUT@I BETWEEN FURRING SLLiPS 8" C.M.U. WALLS 6GLLE:KTL OFE-Fire Extinguisher FE -Fire Extinguisher During Construction WALL TYPES 8" CMU WALL FURRED 8" CMU WALL STRUCTURAL MEMBER 0 4" OR 6" REGULAR PARTITION 3-5/8% OR 5-5/8" MTL. STUDS @ 24" O.C. WITH 1/2" DRY -WALL EACH SIDE 1 HR. FIRE RATED 4" OR 6" PARTITION 3-5/8" MTL. STUDS @ 24" O.C. (# WP 1200) WITH 5/8" TYPE-X DRY -WALL EACH SIDE GA WP-1200 STUD PARTITIONS: %" (15.9mm) FireShleld Gypsum Wallboard or % (15.9mm) 1)ATTACH TOP & BOTT. TRACKS FireShield MR board screw attached horizontally to WIHILTI X-DW20T HP 3/4" PINS both sides 3 3/" (92.1mm) steel stud, 24" D.C. (610mm). @FAN All wallboard Joints staggered 2 OP OF DRYWALL ON WP 1200 PARTITIONS WIHILTI GYPSUM CONSTRUCTION GUIDE .7th EDITION CP601S FIRESTOP. SEE DETAIL ON SHEET A-02 3C TEXTURED iUCCU IINISR CN U. CITY OF SOUTH MIAMI BUILDING DEPT. STRUCTURAI- SECTION =,PPROVED BY: HATE; _ _ GA WP4200 STUD PARTITIONS: -%" (15.9mm) Fin:Shleld Gypsum Wallboard or s/"(15.9mm) 1)ATTACH TOP & BOTT. TRACKS FimShleld MR board screw attached horizontally to WIHILTI X-OW20T HP 3/4" PINS both sides 3 S/3" (92.1 mm) steel stud, 24" o.c. (610mm). @ 24" D.C. All wallboards joints staggered 2)SEAL TOP OF DRYWALL ON WP 1200 PARTITIONS WIHILTI GYPSUM CONSTRUCTION GUIDE -7th EDITION I CP601S FIRESTOP. SEE DETAIL ON SHEET A-02 FIRE NOTES; o FE - 5 lb ABC Fire Extinguisher mounted @ 48" AFF to top in recessed cabinets 75' max. travel distance, protruding no more than 4" if in exit access. �„ �ii''� 100% Fully automatic sprinklered Building. *� A Separate Permit and full shop drawings TO' �Tu$ will be provided for the Fire Sprinkler System and Fire Alarm System. v o' PT. T-A ID ,r'7gL.E,JAF° `' :..,,� -a - rch- itects ---- _Alejandro ncmo5 R.A. LOI17G2 _ -18531 Pines Clvd Sultc 107 ; - �rmbmke P•r^•-' L 33U?9 - - , - - Tel: (954) 442 7122 Fax:(954) 442 71f") e-mail: remosbl,ln,i'aoLcom 1,1110071 ,e1h0071 Se -5876 SW 68th Str-1 South Miami. FL "31,1 CONSULTANTS: JEA,NETH >;K?DIL.A architect ALBERTO f -' IINCH1€.,_A architect ALEJAt4D!',!') CAAM_-CABAL, architect MA,RCEL <"')RIAN PERIEZ architect -18501 Pines Blvd. Suite 107 Pembroke Pines F L. 33029 STRUCTURAL ENG.: EDUARDO t.`f P.E, INC. Structural Engineers J. Eduardo Gonz; lez P.E. -717 Ponce de Leon Blvd., Suite 335 Coral Gables rL 33134 Tel: (305) 445 5100 Fax:(305) 445 Gr',4I e-mail: eddygon" trllsouth net M.E.P. ENG.- INGEMEL SA LLC. DESIGN & BUILD ENGINEERING COMPANY �: ATr- Or' Ff C.•:?II: •' 'iiT, ;T 13 Pedro Arias Par rICla Mt), ! -2071 Johnson Strc^t, Suite 115 Pembroke Pines FL 33029 USA Tel: (954) 31022r,1 Fax: (954) 450 72 If, e-mail: pedroar,liminmel.com pmoralc•-I ,`ingemel corn - CIVIL ENG.: Consulting Engineering & Science, Inc. Nelson 14. L'--iz I' i" 6rSS6 -10700 North Ken In'I Drive Suite 400 Miami FL. 33176 Tel: (305) 378 51555 Fax:(305) 279451,3 e-mail: norti7!,1CLS1l11AMLcom LANDSCAPE ARCH.: M. L. A. GROUP INC. �i4•C1t?R4G'(:Ifi�:'. 11." r:'8551,5 -690 NE 131h St« •L t Suite 105 Fort Lauderdale i L 33304 Tel: (954) 763 4011 Fax:(954) 467 16111 e-mail: mlag. tjjw rc,Tyahoo Cnm SEAL: : - t ,' h• I, ,i 08 ;T • L ' .; - -1f T t: . Y • G •1 A.R. 001 )2 REVISIONS: _._-. -- ...... ............ --------- ...................... . ............................... ---------------- Project NO: �,s 0 Mod Ails ................ .......................................... DrawnRy: A / M.A. / A_C. Approved by: I A.R. Date: 12/03/08 .......................... ............................ Scale: f As Show Copyright Sheet Title SECOND FLOOD FLAN Sheet Number S MEW."7 T. SOU d H MIAMI