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Home My WebLink AboutF.P.L. Training Center 39959BUILDING PLAN CHECK ` ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER DATE RECEIVED i CONTRACTOR: %�i %'�.,."„ _ 'I 1 ., <- „ ` _PHONE NUMBER: ARCHITECT: _ i` PHONE NUMBER: OWNER: < LOCATION:_--<' S ff TYPE OF OCCUPANCY: TYPE OF CONSTRUCTION: SIZE OF BUILDING: _ 'f 2-/4 „// NUMBER OF FLOORS: REQUIREMENTS: CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 224 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: - - sicNnTuae DATE AF 24720C r P A END A oe r M t 5dd fi y $� g a a a 1 r f k S {+s 9F m PJNN 9a`wre x a ,UNTY- FT. P1 fo PREVENTION .: REVIEWED i O CODE Oy F cv✓-1 fitie„x>'^'+t� - � s 8tl • ro.. Y �I f�vvf ®Yf 2. NFPA-101 zz ALL LOCAL f im MAIK E�ITF,A 'CE. J'EM)PECTINE COO Aow cot St REV. NO. I& VALVE ;SET N/TNERvVj1-&T / I III LEGPQP D4 GATE VALVE 171 STI�ttJ�R M F1_EKOLE COWr-CTIaN T uNlow Ott GAGE W/-Co(;K-vkA T (70TTERff .Y ON-VE N �1=T SAT G� It-GK V�*t-V1= �- THf-FMQNAEfER 6XU'v'e TONER FLOIXT VALVE i:;R�N V, .LSE 3" TD t7tZAIN CHILLER PUMP #� I in t� I i�nr.Ir�c��co CHILLER FI Fz�'I" ..; Y CHILLER AND PUMPS PIPING _DIAGRAM Ci4w!a-- - o �T 1 4. Z Z 6 COMPUTER ENVIR. 143 i ! 7 RUN UNDER Ac i FIRST FL. PARTIAL PLAN SCALE 1/4"*V-0" AS-05)1 H74pl1D DRI-IWW COf'FER OMIT T! It-2 AIR MA!N To A DITtOP rV ON UIJ!T� !NI�MdKE ENGL�JRE �/,��/ TE��tIN,�L"� :�-� KE A V,&,LvE Ma-41$-500 =-_1 trcTED AT I D pE!z EGraR NC C - - �TI,tA►Tol� � - - -1 { � tGT�iS !3Y MO-- - fi -- r-- -oF DUCT 4--'---- - - NO I _J SMOKE �1F'E� N G, � I ✓LD SAG Rks-1 Ooi I t3 M I N e R�EI VER GONTL R �I— WliAK5-4CO` EK, I J+L-5 2 C-,a(1 a �lK �T0�2 GA, — — — — — — - — _-- — — — -- -- ---t VECNIN I i- r----- --- -- ---� }-1101-4cb UNIT TGN�-(: �I i— — — - -� I R,Pr RXM T-STA%7 RK6-3�2 , I I a, TYf tCPI TERMI'�L F,�! I�OVJERl=l7 `�i2M• Rc�e1 /CONTL R 6 M 2 f I WITI f4r-, T WITH 1r=�T AK5-4CoVEfZ, VAV AIR UNIT CONTROLS'`-�'� I!v �ENSDR IN �P.. cl�v� 127 it HAWY,INSON 6015 RE'FF?lG. AIR aaFtYEf� f;L-4t33 PR`/ ' y F1,4W UPLEX AIR COMPRESSOR L 3 ra 20o GL�,L. TANK�_�-- taTJ AL 4-57 u AtR FILTER MAIN AR TO FiousEKEEPING FAD Imo( G.G. ��•.,� PIPE To 9r5TEM FLP, PRA►II-4 AIR COMPRESSOR PIPING ,V FTI s94 nz. 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NraU c446GKvALvE STt?AIf� - j I'' `��Psi --- (�- ----- — �or Iu oTtoN lot - +#•LS 4s `ate' a A-.` 0 ' — --- ' ra o , 1 .---- — ---- { �.1��.'G`� I FJC� R-G1/4L.C.J�-• ��, x '-� + �` x�;.: _ � >u z 4 `�x" , . o o � o A �' A - PE _(,Q /E NI h J�J r. 4 ,a:; x4y r. ,- Ci P Y a v i b,: „ .w `- ";:.,,... ,';:[•' '� 5., r•<4. ,14.? ) ""z ., -. rs5e�a➢r?, <A y f �✓^\I'✓ I7UGT STAT , . v :, r 1;, :z' (AAANUAL RESET} F p f ;TRAPEZE PIPES HANGER DETAIL LOB SHI�EP �1.. ►�/ � z��.� r' I"`. 6. n. .. 1 �_.4 •,'. +riv :,,',, r.��..k.i .,. .. :.. R- a ,a 1i'.. ,Y .n,.. flT .. < ti , 02 P.P OR, VJ y(t t-).... 3 , f -: , ,u s...,..-. r. A, :+� eb .. <, , , .u.,...4 e *`Pif . +k fA.. y F,: >t • v T�-� , , .... 'ems , . _..: r:,';x ., trtr G D CLAM �' u,c� T c INS T N e' I' , T , - Gl l C . EXHAUST FAN DETAIL ,1 _ I To I, a'I PUMP. ANT — n ,u a . _ 4. , 1 � 1 � 1 :.A'i ,.. .. Ifi(, v Y<: � Y(, ,-,�+� fnd"te ,m ..:..F.. ..:.. S9', s..e2C ..,.TE � FC v. h'• ,4, t,' -t MOO Iy2 .% F D. �-II- �Inrrci� PUMP MOUNTING DETAI y '� N.T. S.� Sara , N! a: 51 - r . rc ;.mom ��_< £ .,� � � �:�:" � � �` � . �; �', ' --- � ��' , � ,. • GUIDE AND ANCHOR D IL : i SzE� MFy, I Y -t: sit .rv, >,a'. � '.. I F.L-Cwa/i it I� Ir i ='.� r-' � .r o� •31"`� �e 8° 1 y r, .N t 5 z � � r Sy.3�g V r Fn.�w J ::,,3 Y: •l.- 1 C e .. F. ��JT �..,<,..:.., .' .�,__ a �. _:a$ � n .>;_ �.:.,.._..:, gg�� * +1; eta b 3•� c - <-r m..., �. .:m, ,r-: �-s , 1 : .. _.. C,a- __ Ec A'45Y I ALL-TNF� nDEC�,; �� f 2 T. i toLENoID vALVB LcwK-TOR GR I LLE F►l.1NG l LOC.KINCa , (t't3�` loc-) N1 FAN A� A^ , , ' ITEFL yo KE _„ �1 , CO AC AD b a 1 NT T FEE „ CLAMP - EG2L>� L o WATT. 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S I" FcOM cA LLED WA-TvL Ft.IMp DF,.-,,gAR.G',E FiEADEI� r iOLET VALVE Al2 CGr--K —FILL vALt, r 4 C4UAI`T CAFAC-ITY a � f a DeAiH vAL,.'F. I" To cA LL ED WATFY-5ILTI © f�♦�EAPFW- TO MAO 1 "'`tea'^, a, FY ' OUTLET vALvE � PI--Ljc, ONE SHOT FEED FOR CHILLED WATER SYSTEM I N .T. S. IN AUTH I Nal REVISIONI BY I CH APPI AU TH NQ DATE REVISI ' P. fi:.4 0 '� # 7 ab§{y n'" °.7„ `-`�i � 'r, � k;� v ,�A � Tt, f s 1 � .�'. •°`;ip� �.,.(� 'NEI� r t xy a ALL-TNREADED " {. I� (_ (� Q /i (i ^F c•-.� �f:.v nYnsl v 1nQ 51�1a nl A_ ,.:. � .. �r I 1 t a t r,. ��rk'$�1,&' ✓b�Xl� _ ,,,-K:�a�'4• �%r`F`�TR�tt''�uw' �F4:��"�� I N Sl.l L 4 T6. D F L E 6 ! au LC ^ 1_' Ce . , CLF-VIS �� M g, SIDE INLETS OPENING Int LtGli, � .- avA� FOR s' Ho. 4 >, 3 1 1 3j4 L- LitJI�jSULATED �!DIFFUSEgL@NGTH,. cc Lji id iG NOM. LIGHT FIXTURE WIDTH �NOMINAL LIGHT FIXTURE LENG �A�' Sm � .w ' a SUPPLY, ' I w ADJUSTABLE LIGHT AIR DISTRIBUTION DETAIL NTS, _ CLEVIS HANGER [DETAIL _ J N.TS. J = ' K£ a s �'r I DATE SCALE o TURKEY POINT & ST. LUC I E b ;a. DR 12 i, • ® ER NO.SIMULATOR TRAINING FAC;I LITY � Sheet of REV. CHL , CORD IN a. APPROVED ' AIR CONDITIONING DETAILS BY 1 CH C APP FLORIDA POWER 3 IIGHT COMPANY /\ /. 11�.tw.cf vim% �11;I 0 H PARTIAL FIRST FLOOR PLAN r cm p 4 l by 2. F 1pa IIIIIIINIIIIIIII l L—.I AIR DI.STR I ��iiT i vN Sli lc nlLF IDENTIFICATION DESCRIPTION TITUS MODEL L,D, FLUORESCENT DOBLE SIDE TROFFER DIFF. INSULATED TT _ �- A LF TYPE ) S.L.C. FLUORESCENT SINGLE SIDE _ -TROFFER TROFFER. DIIF, INSULATEC LTTI (SI SIDS TYPF C.D DIFF, T01� LET & CONT. RM)I TDC-AA W103D C.D. CEILING DIFF, (COMMON WORK AREA) SERIF 200 W/OBD E.G. EXHAUST GRILLE i 3FL E.K. EXHAUST REGISTER 3FL5 ,.J---TR -- - - DOOR I LLE------ C.A.L. OUTSIDE AIR LOUVER OXL-F1 R,A.G. RETURN AIR GRILLE i3FL R.A.R. RETURN AIR REGISTER 3FL5 •uFraa xacsxrx. - a rra R FIT --- - --- tee- 323 GFN1. 10.5" ?2x22Ni'K 21,7 go �24x8 I 1211 M, XXY ov. - ' I 2 I XAY CHWS F- CHWR CWS CWR D.L.D. L iR S.L.D. r C ne C.D, Mk R.A.G. R.A.R. . a F/A' F.D. E.C,- E E.R.; D.G.v ,,. V.D. I/4" = I'-O" OVAL DUCT ACOUSTICAL T ^D i 6JIDTHX HF I i T .,L<41- WIDTH X HE I GHT RECTANGULAR DUC SUPPLY CHILLED WATER CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN DOUBLE SIDE LIGHT DIFFUSK SINGLE SIDE LIGHT D I FFL'S r- ri in i r r11� "I UUD I U F LL I ' LR 1111 .0 L CEILING DIFFUSER RETURN AIR GRILLE RETURN AIR REGISTER FRESH AIR FIRE DAMPER EXHAUST GRILLE €` EXHAUST REGISTER DOOR GRILLE VOLUME DAMPER ABOVE FINISH FLOOR LLORENS- PINERA, INC. - CONSULTING ElNGMU'EAs ® MIAMI, FLA. Sheet of REV. NO, s: _ I wig m xep" f, x ;r s a NO �) I r-- � I 11 I ll �J l� l I � 1_J � P-LA P-LP P- ZA P- LA I �D �I CW WWN J N P-A m wAhl PLUVIBING I x MT tea, s�, t 4 IM 4 l x a . fi -- --- ' ►v�u r1t`D _ tIOGATEA, IN LIEU OF is METi " �w AN -/26 ( vmp G66T IRON N "-dHal-m /4dl� rRw , I Pua? '2" I s a , 3 f .'' 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LUCIE SIMULATOR TRAINING R FIRST cL( D')R - LIGHTI ELECTRICAL LEGEND I LL®RENS- PINERA.INC CONSULTING ENGINEERS MIAMI, FLA Sheet of REV. Nc. • e 2t2—i� N REVISION L c {� w t r 74 _C� l /�,� +I!I �}ry' {'' ��`�� _.. 51...r—.. _ _'VC� `��1 .� f✓ F � � .ICI) 'mY 11J � Vj 1'Cd. I � lip {{ / BY I CH I • REVISION YiCH A 1 — _ � — LUTRION LIGH1 I NG # PDA--+0-2I7 TD REAR Wd FIX_gl DES N.7 LAMPS L NNW' DATE � ? � _ � r SCALF D o� I DR ER NO. /b Cti I c_0R , — APPROVED; APP FLORIDA POWcR 8 LiG: T COM?AN� J!I, t�. = , .1 LTJ TYPE MANU{ .�-TI;QER & CAT NO. No, a,MPS r )JJNj TING LI ,— I,,_`:. 3 Gi ;'�; RC[_L S.:ED pry # CW/WM 1 i R LI iER 3—F40 R= RECESSED D [9E : # —277 C4 C LI: OLIER 2—F40/U RECESSED W E'^ # "'+7i-277 RS/WM q_.,i, S D LIGHTOL_IER # 84471-277 .,_F'40 U/ RECESSED J. ._r-rlP ON RAT. BALLASTS) RS L_ITHClNIA # 8 4 4--F40 CW/ PFNDANT 9 4F40-277—ES RS/WM F LITHONIA # STAFS 4—F40 CW/ i; ',:_F rir LA '- T, $, RS/WM F�,'.zy S-,' _NG F ASTS 1-175W M.H. RECESSED DAMP LABEL — (COATED) 01 mc H TER i}°" �—F40 CW/ WALL W/BATT:. PACt% RS;'WM 'I LIGH:I 2 — F 4 0 CW/ PLAST _ (2 BALLA -_) RS PAT'", - . PHl_ _AS J LI'HONIA AF10— 2—F40 CW/ PENDANT a F 2F40277 RS/W11 i f. I. i'. t;LIr RECESSED W jE R � 0 . —27 7•�i pl R r-,._._ i 1@ 39-277 ` M LITr 1`F. ' k,W/ SURFACE_ W/EtNE E.S RS PAt L ol,'N LITHC)1—F40 CW/ SURFACE W,EN S140 = RS/WM BALL t _ t.231/2 R E C E.`_=EIJ P ALA tJ1 _- L,�'#kJ J 4i �, ••jL 0- 1101 �.- a R TGHTcll_TFP +' ?F30 112 WALL 5470 rw/RS S PORK ' - 1;ZV PAR 36 4" ROUND 44F,r;x T BENJAMIN # I-10@W WALL ELE. iIW-150—G EN_I' *t U LITHONIA # 1--IOW-6 VOLT RECESSED EN, ELSO—FR X1 LITH iNIA # INCLUDED TOP XPIREi AN.ki,vI,S x2 LTTHONFA' INCLUDED TOP W/BATTER'' X_ j - ! SINGLE r ` WITH NCLUDE.D TOP W; l Nt31 E 1. 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BY I CH E2APPI AUTH Mm� 'Yv ry K.g1q'�A �: 10.1 MidMfti REVISION a AC C4,20 Q. 62 (320.5) BK CEILING MOUNTED SPEAKER ®wl, v ALUMINUM SAWFFLE 13410 - 002 TOLERANCE: - ±.C5 (1.3) --CLEARANCE HOLE FOR 8-32 SCREW (4) 10. 06 STEEL ENCLOSURE 13 409 - 001 3/4* KNOCKOUT AT 90* (4) SPEAKER DUFFLE ME SPEAKER ASSEdRLY STA!NLFSS STEEL WALL PLATE Y— Me, 14726-D02 i —1 4.10 It 1 8 OHM F" 11 [1 113 4. 5) IN. 47li?-W smog INCLUDES KAOS ElCU7tWtC% SCREW HOLE SPACING FAR STANDARD WALL 310X. 81 VOLUME CONTROL OR (FLUSH—*5�X—TING) (REPLACEMENT ASSY. NO-125016-001) CEILING MOUNTED SPEAKER AND A/C 4 (TYPI CAL) R" FIRST FLOOR COMMUNICATIONS. PLAN 9 mmm Tsy REVISION REVISION No kin l"TRW 410' &zn- V' • 4 I va � g �Ajl, SCALE r LUCIE ER NO. I t U RL JAT FACILITY JOR TRAININC 'T FLOOR - CMMUNIC 14-- I' OAT! 0 ,APPROVED M3 '46 M71 W-W ZK Z�A —7 A WN M.'et x Ai M,� 7 1, 1, I-M -IL 4"A '-wivi Fit Xt �gq -to- - L. -'-NfeA9, , """, I XT, I 1 11 , ".IiA - " ll:�, ii*� -�- , ri 'S� it , , — -,, -- I-Z � , � i,,� " , -, 1� �� g '— -, �,x� � 'iI,- pj% I I lll�� f - - t -y"'. � , irk '-pi4m,#, lot I �l Lim t i,� I Z ZVI, it l-, wivv i4 pp 5m I . ... �� A�ft m �p I w I �, I WA nwl'. ,m MM AF F Ill 0 ;9 BONDING NOTES 11 A) ITEMS 1-10 ARE TYPICAL BODIES OF CONDUCTANCE AS NOTED BELOW. USE FULL SIZE MAIN CONDUCTOR AND APPROPRIATE (� FITTING SHOWN FOR CONNECTION. 11 B) ITEM 11 (PLUMBING STACK) REQUIRES BONDING WITH MAIN SIZE CABLE ONLY IF WITHIN 6'-O' OF SYSTEM r 1 C1 ITEMS 19 15 APE 1PIC.. ona.rEo OF •dnLC7?_N-_E AS N D 1P BELOW USE SECONDARY SIZE SMALLER CONDUCTOR AND APPRO- PRIATE FITTING SHOWN FOR CONNECTION, (ITEM /2 TYPICALLY LLL OCCURS AT EACH DOWNLEAD AND ROOF LEVELCHANGE AS SHOWN). • (D) BONDING DETAILS SHOWN ARE TYPICAL, GENERAL EXAMPLES At ONLY FINAL EXTENT OF BONDING AND SPECIFIC FITTING APPLICATION TO BE DETERMINED IN FIELD BASED ON. ACTUAL SITE CONDRIONS E) IN SOME CASES, AIR TCHMINALS MUST BE INSTALLED ON ROOF MOUNLELk MENT SEtP4,A®1 YOUT FOR SPECIFICS. ..-. .'• 4 . 1T �t a-, a ktf✓ �,. a 5 � e is ,#'-. '$a L. 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O�i 2T 28; Q+4 Gua,ILLE I.ih P,L�N�L lhG-f`i#27D Ili V-0 1 3 4 8.1 1/0.8 ILN Io<> PAUEI. 12L21 hF-4 3I�ttP 2iv I (•G 29 r. 30 - - - - - -- - --- - - -- - --j µ - - - - -- - - _ _ -- /1 O, 30 — — r * ttP ZF! - � (.b 31 ,—., 32 � �---- 4,�j ' 29 � O.�j �"G - - ------------ ---I _-- CONTROL AIR GOMP�• E — ^ TJ-L EO 1 flL G GUP11GLtr LT�a �`12 0 31 i' 32 0,� - - - -- -- ------ - LI rz --r �.g 33 ,-- 34 MA �1 ---- - - — - -.e -- tf•�J F.6.P' 019 $$ I ram- ''\ 34 04 rrF�4- hPd.GE hPlGt FAP' coi%1taQL ,NG 3610,10 41IVA $ - 371 / r� ( 36T - - �P/LGE GUP�GLE LTh I ii O.�l ! 371.'=1 WT2. t•It2 AUTH N0 REVISION RaZI REVISIOM' By I CM ` s.a..., .«.-:w+w,4..:A �..ti'Y..a[�r.y:. a : �§...,r ar:�•+�}.xu*krFa A i '/.t" r •tAll i LLORENS- PINERA, INC. CONSULTING ENGINEERS ca h e e t of F y� e I ,j • , r RAY, • '1 • AF 24720C FIII'm V V A.- WI KPIdItA - vj1 VR PI \'j t RZ -re-F Lf ToS e T �%X- a `,2'ki ALT 0.1 1AWC-LE MKS '01) A, -41111�1 �13-ol K WALL MOW"7eC7 �T07AL- * F;P F2 TSLI 140ME. UP -I 711P-4-y I �C-�LF- To C,0PAPLjTF-Fz W-&A- C-A- Q2 L r-- 05 RISER RS-232 COMMUNICATION NAMERICAN AZS310CABLE 1�er 111 W1 PVC INSULATION IN Yz"(, TYPICAL OF 6 '4 4-, 230 -ML, BY CAE al -rf"Pi CAL OF PIPOVI � S/ 'SLACK T I ACS 4 n 17S #2 0 1.41401/21 XV+ f:�,[YWOO MARINE D4, PAINTED 12) iA4 K FE—MKE INS'TALLA1 4, IN V21C TO A, ZND f=L-06IR N', 5ERV GND. 4--WIRE VOICE GRADE LINES SIET�eIF=G 900II IN '/2-1' CONDUIT. 61�Fwl,l -ripe) MAIN COWTZOL ION INS KJ CT4T ST) COMP=R RM. -41 1 W F Fl -6 1IN-1 1-3 —41] -�IVAN 4 GE CON, FIEPIPHERAL CA 9 1', —ET CAP—LECW. )OP 6. 4 A 131 R, RAISEV FL, X RAIL",EP FLOOR w �W r. mgm.w A ilv IWO gg -F 14kiv W1, % *x aWl ueY Nlq�," ET INTERCOM TELEPHONE SYSTEM RISER A C S LINK RISE Cables from each telephone station to the Main Control, Station should be the same as the AMERICAN A23310 e-xcept for 01 ' 7C in-�-sula��on, and si11 Meet ttle', followincr description. Multiconductor type cable*(10 conductors) Shielded (100% coverage) Each conductor to be 24 ANG Stranded 7 x 32 tinned copper conductor tor Color coded insulation: ------------------------------- COND. I Insulation, NO. I Color --------------------------------- 1 I Black 2 i Whitel 3 Red 4 I Green 5 Brown 6 I Blue 7 I Orange 9 I Yellow j 9 I purple 10 Gray ----------------------------------- Stranded tinned Conner rirain oTil ..--e Nominal capacitance of 30 pF/Ft Rated at 300V insulation Flying leads at both endil, In order to make connections to the telephone systems and wall phones, extra lengths of cable should be provided at the termination point of each conduit. At the wall phone end an extra length of approximately 5 feet should be provided. At the Main Control Station end an extra length of 125 feet should be provided in order to be able to make the connections with the telephone system in the control room. CAE will be responsible to install the six W411 stations and to connect the provided cableI TPR JACKET OVERALL'W"", OVERALL TINNED BRAIDS SHIELD 85% COVER -AGE C ALUMINUM/MYLAR SHIELD DRAIN WIRE IN BE T'W—r FN THE ALUMINUM AND THE BRAIDED SHIELD Insulation Thickness ov, conductor (NOM.INCH), .014 Jacket Thickness (NOM.INCH) 0.030 Cable OD with Aluminum/Myl 0.700 Typical construction of cable (15 pF/Ft INC. fl or. ') DELCO 'WIRE & CABLE Recommended Cable Shielding For REVISION j 6NP FL The two (2) RS232 cables should have the followint PRODUCTS specifications: -4& Wire, Sipe 24 ANG - Stranded 7 x 32 tinned copper conductor Construction See Figure 3.13 and 3.14 Capacitance 15 pF/Ft Max impedance 100 0 -W lim Shielding Recommended as per Figure 3.14 With a capacitance of 15 pF/Ft the length of , the cable W can be extended up to 105 feet. If a longer cable iz required a cable with a lower capacitance should bei provided. The maximum length of the cable car. be F alculated with the following formula Length of cable = 1.612 x 109 Farad I� Capacitance of cable per foot 8, X II IX MARINE MY\AWD PAINTED 13L-X6K REF,0f?E IW9MLJ—A-n6N r C A CEI LI NG- 3/411 C (TYP L L eAw. "TIMPLII T*I PIII`PPP-P\11F-0 FOR, tws-T^ L-LAI.-IrLOQ 1W Ka-ruK)A AIII.I TELEPHONE RISER DIAGRAM CEIL ING . — I I I C, gg Z "12 P 1MV V .3, 37, V 0 Es , SCALE 0 TT 'T. LUCIE L EY POINT& S DR L.A. SIMULATOR TRAININF--FACILITY ICH 0,., P•I ICATIONS RISER DIAGRAM" OMMUN WAPPROVED 3 I-LORENS-PINERA, INC. CONSULTING ENGINEERS MIAMI FIA Sheet of REV. I NO. d F. ;tom 7 0 N -.ew••,,, .Y.F '} ,€ .s x-�.,'-',&h` 'l-+.ra.. g*`-r i_ fi t:r''.a:-:; �+ rt�'' i# '"x �- �€ •s,a x< k ,� 's %� ^� x rn �r�= �. �,.'-; �4..�-.. r4 x'v,;. � A'' 3 y%&' x3s.k� # � �".. ,xew'�;�' 'st+� �`„'n Es.-P ri •? ,. t �-�� e z .'ate•- �r .a'�.,. J,� # 01445 W/ g4A4- &ASE (IONIZATION I>5.T'E CTDR) wl 1414 MS; e C PH OTOI: LE CT i2I C t tTECTUR) SAME BASE FM BOTH -1YFF_> — SEE PLAN5 . air D m ✓ r } S i L� ZONE SC-3 ZONE :C ABOVE LUM, CLNG. F --His — , KF A tt r�4y:*".;.,,y ,3 Rr.i, '"qro•. „ '�'°� ""� •r.:�+'�T.-r 'fi';A�v ,.+��s :>uru im'* .fit ZONE SC-7 z6plE SC- 4 i F F F F 2#ib- I�z11c � i CONTROL RM, iN5 tag wz RAISED FL ---�» -TYPICAL'° FLDW SWITCH & TAMPER SWI-rGC+I HALVE FS1 s FS 2#16—IM"C < I LV�1'1't L ZD I1 ��"-'- — U U � L�f to PULL STATION COMP COI RM. COMP W. INSTR.ST, - �I u dF � �� SO s FS TS � PS TS P R �J ti FS TS Fs TS FS e "!'1' � CAL F� t „ . x..; T' »' x da,,,• r " r F+s'h .»v,�. _ :. r:x: . t,.+a "�>��.. .•••te@ .. `.�+". .C+r ;, ,`Y...n'! ih �..1�.�a�irs. �. i�`fiaa'tv'at�c fyFk1•$G%�;•�m �s{d,x AH.—. U_iam_ Ad13 .. 8, C Z()NE ZONClJ 2TC/ Si ____F CJF, t#Ib-I/2C �Il (� 1 _ yl I l i l 1 �41c UNiT i �. �r ...-.- rT----i �/11t 1 /J 7 /1\IC d 7 /�t.IC t7 �n►U- -'� 7 nur i I I - I ' '. ` ' .,% x r AH U # D w env t'L( F'' w�� c v �� a Lll�vc / LV �C fo !{ I I ' I� § J Y i �c uw . 5 c 1 �--�F15 MANUAL STA-rION �>> 4#I6- I/2nC To �SC TYP I C A L) I o _ FA , i V SD S > � I ZONE I 1 k `• ZONE S —AH U A AIR AIR x � a C F T i ZONE 13—AMU B — — - — — — — F I 2 — J ZONE 14- AH U C AT' 2 FL ZONE 4 ` `- G;=r�l'✓RaL ALARM 2#16-11211 C i —� _ M I O 2 STROBE CTYP) O 3 O 4 O 5 O 6 "C.mmFrTY) LI-36 TROUBLE fi L� - _� 20 I -1, r F F F 47720 ANNUNCIATOR I F 2 F 3 F 4 F S F 6 F 7 F g F q F 10 F II F SC -A SC- 3o�ur�RE �TEc'TDRS AN AN AN N E&UiPNENT -4 /2nC SSD(o-24 rx :� qqs #?716 ANNUNCIAT-L d M A I N HORN w srizoaE u ##7720 ANNUNCIATOR CiYPICAL) w Erg ) IN I c /� ---_ COMPUTER R _ ., T 77IO REMOTE �•: M � , , . •� uxm <.... ..:. ,z..... ter.-�, ,,,.. r: , :.... . � A ANiv �C AT4R _ �... s..=. ....�. .� .... #... . k .,- .... :. ar. ',, �...#'., S,i...,.,.t r s ,,,.'.e;«,n.:..r ...-,.�,...... ...:..r.. .,`: ,4x, a..e.c':, ^. .:,-,' :.:.. vsr ... ..... ...f`,. <. x, � ...... • ::s;✓rs.'::e�.. ... .. �5D ZONE SC-5 -six.. _ rdrd�r _ nt: � .Y+°V� eu r'}s`•-+, .�.''-s�+�..�F. ..e•° sv_=' � ;.'FFti.�a,n. ":�'.a.-:.ae�`...n `�#•::Y'�2'�'.'�Y3".:4.'€f3C..�>�®,-2a.,.=!+R„a,.-e.,2�°fi^zip,£'L2Ba.�;�F'•.3m�.'I1O:'+,3�`:awii:: •- a�f „x %'a'��'3z - FIRE ALARM GRCUND I_LORENS- PINERA, INC CONSULTING ENGINEERS Sheet of I E- NOTES ; I. FIRE ALARM 5YSTENS SHALL. BE GENERAL ALARM, NON —CODED SUPERVISED W/ BATTERY BACK—UP 2, ANNUNCIATION BY ZONE, 'EXCEPT' FLOW SWITCH A, TAMPER SWITCH BY L:e vI CE. 3. SYSTEM SHALL BE AS PER x NFPA REGULATIONS.` 4-- CA�TALC3G 'NUM2�C�5 GORRESPo►.1p zr To FA`RA�t'i k ix ! 3 49 Y 4 1 Is LLGr f__jgS-ri llEr A, NC. 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APPROVEq I RC n N A Cruc-ni !I _ c- j i 3 4� WG X V / dy 6AI�-E FLA*E 14 xi2'xl� _l+ i _ELy27� O'� y i r t�.a e �L'. \vlhT iL.; �> III �P� G J COIUMW k.EIMP 0�,�1ijrE�J FL7{Z A F 37431 2N° FLOOR tLAE AUTH I NO,1 DATE Ic 71 20'-O° 71 i I " - I _ I I i y� PLAN VIEW �I C / MOH' 'OFZAIL LOQ&\ ION PrI SCALE: 3�32 = 11- 011 SECTION I I v TYPICAL MTN E U.O.N PE I•AI L SCALE '_4 = 1 O SEE PETAIL --� RICHMOND 51'RUCTURAL CONNECTION INSERT- f"O TYPE ITSF 5Y RICHMOND SCREW ANCHOR (O.) INC. OR APPROVED EQUAL z : HEX. HEAD $OLT W/ WASHER 14 3 11 6Y,G x�/8 PLATE W/4- "0 HOLE5 5EI5 D TA 3 •4.6 O A I C-=xZ%` 11 L 5 x 2 x''�� (TYP,) ANGLE LENGTH VARIES F3AG2ED ON FIELD LOCATION OF /-Z" o HOLES �sEE DEra1L , 1 SEC� TION � / 3 '1 ' " i�.J SCALE: q=I-O Loolz SLAB (wox 28 It 1(a"J015T NOT SHOWN FOR (LARITY) f' ;- SEE DETAIL_ e< EXIhTING �/21� HOLE(TYPI T5. 7'X 4j1x 0.5, i1 (TYP) i30TH END5 0 )51x'/2' PLATE 16 L5x2x% 11��III FIELD LOCATE i2 HOLES ON 2011 CENTEP9 (3 t30LT4�, MIN PER L / LENC,TH VARIES) — 512 x50 L 2"x2"x ~(TYP,) 5HIM It �ECT(ON E `]�(_ALEA/4"%I'-0 — (JQISr HANG5R6 NOT SHOWN FOR CLAR,Tv) --- EXITIIJC� '/L O HOLE (V' 20 O/C AU�NG CONCUTE J015' O a a 4"•vaa ° L-r _r A36 THD, ROD EX NUTIiIL EUP SHIM FE.3"w THK, AS REQ'R ( *IN) — TAPEKED 5HIM E 4"x 5"xTHK. 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" � 1�t, A , ,* ,,;-� g , , �,,, - , , '14,� I -- - � - , �'ll�, r -"A. -��- , � V,F'-"�2� t0f -4-`,�,� � �nYF,,?" I t, � - ra *4 "A � -- ----- REVISION & LBY] CH ORJAPPJ AUTH ] NCLt DATE j -- --- REVISION - ,'� I - --- I% I I -- , �� "! F W4 ,, , -, "I I - I - � � .1 1-11 5� 4 �%-",-; - r, 1, I , � C AfLE,, ,5 -,l DATE 'I - r',S I7771l Aj?e, IC -1 ER NO. �q jDR - , I � cltL�" COR �- 4 - ,,/�C . ( ,�� smim i APPZVE131A- COR APP FLORIDA POWER & LIGHT COMPANY , �A , �,,,'Z,,,Q�- I � OKCH EL. 14I - 0It 2'-0 H I - 2'� - MIN) .. . . . . . '11�1 ��" , , IJ , , ,Z� � Al";�W4," .11-. 5� . , ♦ ,4♦ , � I I xv, t. I , , , I "I N.- ,, r, 1 M *�,'W�c �',,� .I��R, ,.- � I -'I-1 I ,4"'r' 'Z ' •' � T - - - , i F , I � , - - , � I 11, 'F"t-4- ,,tr",�,'�, ,, 11 . � 1. 'o F-r �i, A iI . ,s - � ,-�. , v W, I - � , , I V ZFt, ti��, W, , , �J ,,i` W, , , - - , 'i "t, - ,I , �,- , iiii, , � �,,4, r 1, Aff ,��";�,�, �,-%;�,.'� ,,,,, Or I � I .1 � I I I -- -- ' - -- `Id - F Ii ,"tl �`t , I � I I , , , - I � ", � ,;, , � � ..... I I F I I I � I I I � I I I � I I I y. t. fi I -- - --- - - - - - -- - I s----------- "I'll", +',�� . . , . I � - . , , , . " , Fel � � -� - 'Amis GENERAL NOTESt 1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND'_ SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONNECTIONS AND ANCHOR BOLT' ',LOCATIONS FROM EQUIPMENT MANUFACTURER'S CERTIFIED DRAWINGS AND STEEL:. 'FABRICATOR'S ANCHOR BOLT SETTING PLANS, WHICH HAVE BEEN APPROVED BY THE ENGINEER. 3. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH ARCHITECTURAL, MECHANICAL, ELECTRICAI. AND CIVIL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTINGS, SLEEVES, DIMENSIONS, EQUIPMENT SUPPORTS. ET['_ ANV nTcrRcnANr TCC CUATT My OATT9T GENERAL NOTES: STRUCTURAL STEELI r� ) 33 4' a' 8 ` 1. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWSe FLAT PLATES ASTM A36 Fy - 36 KSI ROLLED SECTIONS ASTM A36 Fy = 36 KSI TUBE STEEL ASTM A500 GRADE B Fy = 46 KSI DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AMERICANS INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF STEEL CONSTRUCTION, 8TH EDITION WITH SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, NOV. 1, 1978. 3. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A323. 4. ALL WELDING ELECTRODES SHALL BE E70XX. 5. ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO THE AWS "CODE FOR ARC AND GAS WELDING TO BUILDING CONSTRUCTION", LATEST EDITION. 6. NO CONNECTION SHALL CONSIST OF LESS THAN 2-3/4 DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM OF 10,000 POUNDS UNLESS INDICATED ON THE DRAWINGS. 7. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS NOTED OTHERWISE, BUT NOT LESS THAN THE AISC MINIMUM. 8. THE FABRICATOR SHALL FURNISH CHECKED SHOP AND ERECTION DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATING ANY STRUCTURAL STEEL. 9. ALL STEEL USED IN THE COOLING TOWER AREA SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION g M W-�^ � ' cA 1 GENERAL NOTES: CONCRETE s, I. ALL CONCRETE TYPES AND STPENGTPS SHALL BE F'L = 4000 PSI. (jfE ETA VtW SPEC.FIcq) t �pJ '� CijoN 3ti} 2. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH BILLET STEEL DEFORMED BARS AS PER ASTM A-301 AND CONFORMING TO ASTM A-615 GRADE 60 (Fy = 60 KSI). BARS ARE TO BE FREE OF RUST, MILL SCALE, PAINT, OR OTHER COATINGS THAT WILL ,.:REDUCE BOND...--. ...77, 3. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318-83 AND THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315 LATEST EDITION. 4. ALL BAR SPLICES AND DOWELS SHALL LAP AS PER REQUIREMENTS FOK CLAhy 'G' SPLICES, ACI 318-B3. 5. CONCRETE SLABS SHALL BE FINISHED LEVEL AND TRUE TO THE ELEVATIONS AS GIVEN. 6. ALL SLEEVES, CONDUITS, INSERTS, BLOCK -OUTS, BOLTS --,PLUMBING AND DRAINS SHALL BE SECURED IN PLACE BEFORE POURING CONCRETE. , 7. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. S. ALL SLABS ON GRADE SHALL BE PLACED OVER A 6 MIL VISQUEEN 'VAPOR BARRIER'. 9. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: STRUCTURAL PART_ MINIMUM C.T.EAR rnVPP FOUNDATIONS (CONCRETE CAST AGAINST'' AND PERMANENTLY EXPOSED TO EARTH) 3 3 INCHES SLABS (IN CONTACT WITH EARTH) 2 INCHES PEDESTALS (TO TIES) 2 INCHES 4 � BEAMS (TO STIRRUPS) 1 112 INCHES COLUMNS (TO TIES) ABOVE GRADE 1 112 INCHES t SLABS ABOVE GRADE I INCHES 10 PROVIDE I" CHAMFER AT ALL EXPOSEp 5PGE5 OF GONGRF_r5, UNLESS or v 3 f" `GENERAL NOTES: PRESTRESSED JOISTS AND SOFFIT BEAMS �� I 1. PRECAST PRESTRESSED JOISTS SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS' SHOWN ON THE DRAWINGS. 2. PRECAST PRESTRESSED BEAM SOFFITS SHALL BE DESIGNED SO THAT THE COMPOSITE' BEAM WILL RESIST THE MOMENTS AND SHEARS INDICATED IN THE SOFFIT BEAM SCHEDULE. ;.. rg 3. SHOP DRAWINGS BEARING THE SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR. TO FABRICATION. 4 All MEMOGRh SHALL P>E DE`�IGNED BY PI�ESTKE�'aED SYhjEMy, WC 6. DKILLIN6 AND/OR IN°itALLATION OF POWER ACTUATED FASTENfsRy INTO eM-A Ems! C JOIZT OR 50FF'IT BEAMS 112 STRICTLY PROHIt31TED. ;., , , t, GENERAL NOTES: MASONRY ur DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENT FOR CONCRETE MASONRY STRUCTURES (ACI 531-79)" OF THE AMERICAN CONCRETE INSTITUTE, LA''E'-mT F'DIT'ON. 2. MORTAR SHALL BE TYPE M IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATION FOR MORTAR FOR UNIT MASONRY. Y 3. CONCRETE MASONRY UNITS SHALL BE GRADE N, TYPE 1, IN ACCORDANCE WITH ASTM .j C90, STANDARD SPECIFICATION FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS 4. THE MINIMUM COMPRESSIVE STRENGTH OF MASONRY ASSEMBLIES AT 28 DAYS SHALL BE 4000 PSI ON THE NET SECTION. (MORTAR BED AREA) (f'm = 4000 PSI). 5. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATION FOR GROUT FOR MASONRY. (f'c = 3000 PSI) 6. ALL CELLS ADJACENT TO DOORS, WINDOWS, OPENINGS, CORNERS, END OF WALLS OR UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCEMENT CO_NSISTING...' OF 1 - #5 BAR AND SHALL BE FILLED WITH GROUT. 7. VERTICAL CELLS TO BE GROUTED SHALL HAVE A MINIMUM CLEAR DIMENSION OF 3 -. INCHES AND A CLEAR AREA OF 10 SQUARE INCHES. GROUTING SHALL BE DONE IN A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING FOUR FEET WITH A MAXIMUM TOTAL POUR OF TWELVE FEET. THE GROUT SHALL BE CONSOLIDATED BETWEEN LIFTS BY PUDDLING, RODDINC OR MECHANICAL VIBRATION. 8. ALL VERTICAL REINFORCING STEEL BARSIN CMU WALLS SHALL BE ANCHORED IN THE FvUNDATIGN WITH STANDARD ACT HOOKS. -- 9. ALL OPENINGS IN CMU WALLS SHALL BE REINFORCED WITH A$,' LEAST I #5 BAR ON EACH SIDE, TOP AND BOTTOM. EACH BAR SHALL EXTEND 24" PAST THE EDGE OF THE OPENING, THESE BARS SHALL BE BFD'T AND EXTENDED TO OBTAIN THIS ANCHJRAGE WHERE STRAIGHT E};TENSIONS ARE NOT POSSIBLE. 10. ALL CHU ELEMENTS SHALL BE ADEQUATELY BRACED TO PROVIDE STABILITY UNTIL THE ENTIRE STRUCTURE IS COMPLETE AND TO PREVENT DAMAGE DURING CONSTRUCTION, ESPECIALLY DUE TO BACKFILLING AND SOIL COMPACTION OPERATIONS. 11. CONCRETE BLOCK BEARING WALLS TO BE ERECTED BEFORE PLACING CONCRETE IN ADJACENT BEAMS AND COLUMNS, UNLESS NOTED OTHERWISE. 12. PROVIDE HORIZONTAL DUR-O-WALL AT EVERY TWO BLOCK COURSES. fit" ICI 3. FOR ALL EXIERIOR AND LOAD BEARING P>LOGK WALLG PLACE rU2-0-WAIL LATERAL 1 ' REINFOK41N6 EVERY OT14E2 COU2'2E, EXTEND VUR-O-WALL, CONTINUOLAv THROUGH COLUMNIi. (U.O.N) a s , n �t 3 � :a- 4 -3 °r GENERAL NOTE'i; FOUNVATION I. DE'A4N OF FOUNDA710N, 5T LUrIF- UNtjl:� 1 EZ, C�; F�ASEV ON 'SUES-ytJRFALE INVESTIGATION AND REG0MMENDATION`7A" 9U6MITTE17 6Y WINGER"(E.FL LAEORATOKIEZ; rvEPTEMBEIZ, vISS. =5 !. GEOTEGHNICAL DATA FOB TUKKEY POINT UNIT'p *3 f 4 19i 5Atw ON rHAhE I 6EOTECHNILAL INVESTIGATION FOR 1�,LMULATO2 TRAINING FACILITY' 6Y OCCHTEL POWER COR*KATION APRIL 19a5. THE FINAL FOUNDATION DESIGN WILL 13E hUfdJECT TO THE COIJDITION4,i IN THE PHASE IL KEPOET. . ENF,RAL NOTESs* MANUAA TLRERS . ALI. MANUFACTURERS IDENTIFIED IN THESE DRAWINGS ARE LISTED BELOW WITH BUSINESS ADDRESSES, THESE MANUFACTURERS WERE DESIGNATED 'FOR REFERENCE ONLY', AND THE CONTRACTOR MAY, AT HIS DISCRETION, SELECT A DIFFERENT MANUFACTURER FOR THE SPECIFIED ITEMS, WITH FPL FNGINEFRT,NG APPROVAL PRIOR TO THE AWARD OF THE CONTRACT. STUD -RITE LIGHTWEIGHT STEE- FR.',MING SYSTEM BY MARINO INDUSTRIES CORP., +. MONTROSE ROAD WESTBURY, NEW YORK RICHMOND SCREW ANCHOR CO..,. INC,,?' 1376 HILLS PLACE N.W' ATLANTA, GA -TRW NELSON DIVISION".., SUITE 161 _ 2121 CORPORATE SQ. BLVD.; JACKSONVILLE, FL CRANE & HOIST OPERATIONS` DRESSER INDUSTRIES, INC.` MUSKEGON, MICHIGAN ` I PRE9TKESSED SylziTEMS INC., Ilk MIAMI, FL. 33152 THE TEMPORARY EQUIPMENT ACCESS WILL BE USED FOR INSTALLATION OF SIMULATOP, TRAINING EQUIPMENT AFTER CONSTRUCTION OF THE FACILITY HAS BEEN COMPLETED, WORK BY THE CONTRACTOR WT?T. INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A. CONSTRUCT THE META > - E AS DETAILED ON DRAWING S-15, WHICH WILL r BE USED TO PERMANENTLY SEAL THE OPENING. f: B. INSTALL ANY CONCRETE INSERTS AS NECESSARY TO ANCHOR THE METAL FRAME TO THE CONCRETE STRUCTURE. C. FURNISH STUCCO, DRYWALL, INSULATION, DENNY BOARD AND ANY OTHER MATERIALS AS REQUIRED TO CONSTRUCT THE STRUCTURE. 'D. PROVIDE A TEMPORARY ACCESS DOOR !`JER -r iaE,'itiG. THIS TEMPORARY ACCESS DOOR MAY BE CONSTRUCTED FROM -XCC n1 71 UCTS, BUT IT MUST PROVIDE ADEQUATE SECURITY FOR -11- STRUCTURE .._ SIGN AND THE CONFIC::PATLON OF THE DOOR MUST BE _PPROVED FSY 1 'x' 0 � .--6;~; RFp'ESENTATIVE PRIOR TO CONSTRUCTION. THE INSTALLATION OF THE PERMANENT CLOSURE WILL BE PERFORMED BY OTHERS. 9�I� "��. ' .. , � ;REVISION 3 ®ATE 1, 0 1 CI/a'- SCALE 0 ® DR JD ER NO. 'p CH M COR BY CH a APP FLORIDA POWER &LIGHT COMPANY APOV .._. F, TURKEY POINT � ST LUCIE SIMULATOR TRAINING FACILIT GENERAL, �t�OTE of REV. NO. vuc.tM - �, ¢ _, Ioaa� ' . g VvI rI1ni- L, y-ir__ r , - - — 1 , u - P — T ,, t _ IF 2l xt0 2�X 14, t �LUX'7 i Wf UM 1 4 2 �xla I V. .14 bI „na. t� �d;.�,FA/ __ - ,_ '---�_.._._ --___ , } n , I . b ,a :":`.'4 M ,,t,:,.. ,m ..: xi�.'• >� 9 14-x 14G� 4 x i4 GD_' . i�f x 14GD 1"Ara, qx 1 r,ry „ Y.-M J �r t: ,. X --- i _r 1t .,. ,, �.., E. 14.... .._ .. , ... 35 y. .. ,e , ....fib. ';' .,. , • '-: .. s:. ,J� • ti d { F - "' / i .1_ r ._: "Fx r .. a v12 ..k -i , .. 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