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FPL - 15494
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SA-3 ARCHITECTF SS— I FOUN ATIG a ° PIL—AI SS-2 WALL SEC Ss-3 MEZZANINE. � � ; � } �r SM-1 MECHANICAL P AN SE I y1 R� ELECTRICAL .,, Il v 4 k3' � j f °pa A 3 F, gt M1ssE ". at yP` . °,, t$ y Mv'et iSh � '• x ! . �.5xsj M xmt„a,(JT1 3G`'s Ni Jii DA — I FLOC," �k ,� to �.Y�. ��, � � F � -� ..� ��t` � I CIS Y t. PA —2 ARCH i ll UR I,. ET," LS I FOUNDA 10" fl PCI 1" ILAN' DS —2 WALL, n DM — I MEC µN SAL.PL , {k DAC—I AI :" (C'0 NDIT10 N I Nl] : .,A > &M. Conc Mon. Elerr. 1752' M x Is 40 4 � igi�4r... f irMlf Y T kkJ�1 • fi d{ oz�,11 r'I ;u �. M.- e R$�t' k eiuILE)ING l Sh. GA GO Id 5E> -- — . 1 STOgEs l �'aYv k i x ^s { * +x^: •'^`iF+av Ibis. 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ITEMS We+ing Fence EXISTING SuE59TPA710N G!2 �J E�INS ! ,, i" � •�; t z�y�, $ •� , ' '� �.�s��' 'ai¢o-r-gyp � .'� - ) (� ry ri f i a« 3 :k I Exls+in9 Trees Grv+vles +a E. be Onolls+urbed iy VEHICLE � � 'kj" .�j+•�4}" 6'•` k�3 �+§ Iry � biA'w AREA _ TSERVICE (Jh C-G T C-7) f '. * s 'iS d;N',r yY a „r .� .r•,. O F). M. Conc. Mon. V. 1(1,01Z rr , m w• f 7 v a s� S I h 3 S G T d* » a i v r 5 o i I a r s # h 3 I g 1 n. A INITIAL CONSTRUCTION1EQUENCE 1, Ai e+ar4 at job, Con+•roc+or sholll ins�olll ho,i por+ion oP So1ni fllr" 5 5StlemecesSolry to connect EPL Commercipl OPice (westo si oG_�Ar� line or33S�ree},San) 2. A+ s+o+r+ o' job, Co4roctor ,sholl.l ollso; m, Devetop Pole -rack oreo, including P9,Ving vend ins�olllo, ion of rocks, b. por+'ton of the perm. -Fencing, plus 420'o-P+emp.-Pencinc�, to secure +bo+ areo sou+h off'subetotion fbr FPS use, 3 F�L can then reioca�-e +hose poles ipres, n+l 51 red in north port n of'si+e. ". MM Exls+in o be remove ` M A - °5- Ligus rom H e Q e- 0 3G"high(P50"oe x p -(3ratss olreo to be Si -Au uI P fitter e5lue 5o ip Soli, Fence shod) be 7'd 1 C air) °I1n WI � ree s ranols of barbed wire on"V"ex+ension Arms to molke on overatll -N M1. `✓ 9 s $u Y { N �:.^.kY - n "Ri ¢, ra M 34 is i 'i "'� r i - $ a � ,# %�ik 4� �•*m n�t #� � ys, { � r`�x ' r r•R k �, .� 1 #.'r rt� ¢ e t a r'� A r �. A�� � -' a > s'� `K`'`,s'. .k p'+�d• z i�� � �w �y,.. � ej Y ?..' t � p 5M '2» r, y,,,t t•,�* a a { �'�" , r ��#t 7 +` 3 �'i, r * a .. ,t ''' kH ax""d�r,"a V,I,r"'7 fi' Ya ",, }j r^s *✓ z M °'.T*y.,`' d{ +� f �a s"',. s ; x � a ,3a ka rfAa ryPP. ;Ew 4� + � ✓'4 -1e rA 'F' x �. v. � "e �� .s • &�..:. 2 a , f^ , wx ,s"^ x ry . r -sit s ,.€: a ye�`.i'" ;qx ?'. �'� ,,,M% 'm 3•:2: aka rri r n34 3.a �5� .Pak �+'�`Y .. j'+•Y-&fie r `Syy f Ya s Y" r r a .,e�'"'�- t' ✓W 9 s'r n� z^ f �." `-� 5 �, ` g e N �''*z�aw. ca,#:x b iPIV x 4 r � a YY{ p �uh`tr�4�' a� p 'kn ✓ k aKl.y � r �r.•-,; .. <s�' >+_ �'`�_ nka�F'rwa� ��' {.n ,»*.� : ', T ,,� m r.r} •e« s� . 5 t L.UCIE 5.= `llCZ17 CEN7EM ITF IFs A M.sr" .,..... 1 Ln- I a40 ER NO, I DATE PIP 50 Go "SCALE IN FEET" �ryy. ER NO. LIST OF DRAMN ..s ! q . DR Helm __ SHEEHT I (-)F �7 �-_ A- t CH1 _T APPROVEDI REVISION BY I CH COR APP COR, ` _, � — �_ �— LIJ ✓ LJ FORM 1697-171A4040.90784 WEN,. ''Y 4.� , , : .: ., .. .' f. r x.,;syy^ �, Ju,', £ ff �jp` � .. .. ' j f+ O I L i „ 1 sn, k ,.: r!tw,y 4a�pl Y_y 42 9 O KAN o ��''`�:H^",... �. ___-__._. Q•—.--�Q• /jV '.:. /hJ CO ;'lr7 I.� TC � �'4.'n •_. �� 'xr S •r�f'� � I.�,?'%[��'���"''�' _ D� Cn^ \Iv1ATCH EXISTING f'YMT. ('" Nt(� �ExISTIN�321-- — _� Mm .� ��� (fixer: A° T, MON. - \ ,� �� ti tea. N 47 �U _ f - 001— ROOM Q x N� O t OFF,C LAB. »" C-' CON71'OL G TD R E 5 i 6 HOUSE i DiSTR1P>UTl0N — — -- ,., G x 310 I T \� STOf,ES 5.M.Conc. Mon 0 BUILDING E1ev. 1'1.52- In 0 26G �(9 �' (D_ O �3 nk Ca}ch 5osin 15,Goo ItI C @GrrTf 21, + PROVIDE DRAINAGE 5WALE E,E TWEEM N PAVEMENT' F�_TO \�� ��� SLOPE SOUTH "I \ tw � k" Sze � iry , \ s '^ r= I° Y r x , J'3 l,•G 5=� I I"�f itx \0. 0 t } \O �` ,r VEHICLE n i SERvt SCE � IUj , a . � AREA r+ m n+ 5 r u. t a^" as a r. Y G p y. ,d Pence )p4m 1 wooa >°o!E '+f4,R ,. WOOD C POLE RACKS 0 I I CONC. POLE KACK� F I` d� e ER NO. DATE CENTER of � rwF. 555, R N j S.R G8)0Roth_ E AVE CENTER OF ,- SEC. 5 ° z 505TON AVE SITE CITRUS AVE VELAWARE AVE iQ �F I� � f 3�i•r I In w I• All clew,+ions Shownore boleed on Meo+n Seoevel Daum from � ''�' Florida Dep(q)4men+ off' TrAnepora+ion 5enchmarks. 2r000,O o ExisTing Gracie OFin'15hed GrAole 4. EY,15+ing surf'tce soil moo be used -for londscoping Top soil * . 't u fat bl r M 3- eT LUCIE 5EFVKC C�"�TEF GRADcN,G AN77 F'AVIN G FLORIDA POWER L-11GHT COMPAN" 5CALE 'N r I[ET� ,t c „'=`art .-•1 � � ER NO. LIST OF DRAWINGS SHaET 2. OF A DR.. A- :. c H. ------ APPROVED: REVISION BY CH COR APP FORM 1697-171-74040-90784 I r v4�yq�; x.: a z •. o- �. a' v .v, .. ,.,..._.. rs. 4'=+ry¢; GE r '. ro'�z`'' � . -=r»`. 7„ 4:,S a �, '+ §",,A�" m `i # `� t rIK° 4 ; "uls l •lr r,e r ?.:`v A,r"ea y x k. '� t „',.., v , S . t:, n zxt ly { 75, rlx:e * h � "= s"+',1 ' 9 s �r S. -s. }� � 1 4:. �� f .,•+• r Ml 4'FL, CO.' � Connec4 {o San. Line =rom F. F'L COmMer-tA Wo+er Servlc , f Alo+er Me4er-y. L.J4"=r INV. EL. 4"FL. CO. 4 —0.. (5•22 0 0--o- B ,)yz 3 2,. C.© c;cli 4�r ca 4" x ,4„FL. xc.a INV. `EL. aCIlk r x 10.j4 o :N 4 we I t 2" o Cotolog C X—X x x Pump 2H:P.-230V,10 Molnhole 41 See Qeiail m , � L_5 DISTR15UI1C)I1t (Sh. C- 5) 2, 2 SAN 5 U I L 01 N G -SAN Z+r r✓f bt d. A 4 rbJ 9T1 k;�i l i i B Opt+An <.w 'A xx )tx See De+pd (5h C-5) C.o, o-- INV. EL.+ 101,0 C.O, M _' TOOL. R40M OFFICE, LA5 4 9TORE5 --(` 1 # 3 " I (m 'EL + 18.5 CONTROL HOUSE 4'%,C,O. o «h 2-4"FL. - w C.O. OL-( / 4 12- /4 C. o puplex 1 HP*,4o0Y,tp` E Services Pumas s 'N�oV.cEL. i J d F -- - - 4*'FL.C.O. I t / 22 INV, EL. 1 INV. EL. 17.25 i�. f x—x x--xl--X 41t_x X u 4"FL,co. 1�J•22 Efner. Gen. x — � 4" N¢"'�` -xF!?L Pv+d Mid. Trro+ns ';' � x " rz x � 1 K X _ C 6'eVZ/FT - x 5TORE5 5UILDING R1==F75GJ .My I ,I I { we ya, x: a sfl'" v i I ER C. f,+ rtm c s- o +-,. rVE mo �_a- o _ i - 15T. L..UCIE SE-IFW`CE- CEf 7EIF 5 _,EC TF�ICAL � MECHANICAL f FLAN + xt .},Y. 7 m.,.1,3#,+-i.+'bill 'a:=', FLORIDA Rffi' LIGHT 50 GO -- TC- "SCALE IN FEET' ER NO. t' _T GF 'sRtxri,ds.NG ' 17 Om �, „ 1 C __ __ APPROVEDI l o BY CH I COR AP P COR. - —'^- 1- FORM 1697-171-14040-90784 // R ,I:a. iSi•+: 'NS to?�,Te.,AC^. ,�. as �. ,.,,�, .., Q -1 .ax ,,,_s .. ,r .�, st'�", s,,.,ei ... ,,".,.. ._..,... 4;7 }ti.f"m, .=i++. `f.I I' ;r'f��t& x .. ..: ��7r'__ -dP ■ 1 - ('—'l - FURNISHED TO ELECTRIC -" -- CONTRACTOR BY I` P � L. — 15 — — — — — — — ___________ cogw/t Q3EAMS SHALL 6E PERFECTLY LEVEL I 5 CONT. Z W— © -- — g - -- --® HOLES O- LES CUO 7 DETERMINE #G0 BY FLAT —STRAPS ILL �-TAIL READING PIGO SCALE- 3 I-O„ . - I I III '� It L a E AT FE a `PRaC!— ra�_o w�rti UCAC�E APP�lcAt"e0 POLE 10 !RD7CAT= —I —— , Nx{ 8r yt,s I FLORIDA J477 LIGHT COMPANY DATE ; � , �' I � ' S C A i 1�=�IN FEET .. ry 9. A ^�4�+: ry , .t. .. .. A2 ' ' r., n�'.S r ., � ..a 5• . �' t :`; E G... 77 I ER NO LIST OF DIRAWINGS C'^ 1 1--E 1 4^r O ( s oY i=B-i CORaAf"i= COR. R`'�L't.ti�w4'W_. ---- -- E-G31I0 ►ORM 1-997-17114040-90704 i 'E R L E V'E C. VorY, r: c C `IG 2*k5 bars con;. NOTE'. Veri ico+l suppor+ sh 11 be Provided olbov ever 15' by rein forcm 'wo atd jacen+ block c' Verficall rod 01nd filling+Hecell w/conc SOA KAG �lT DETA1l✓' TS. 2-ION � . p S 2 711 I 1. l 1 y {dxm� s� Y# � 1 ,0 .. 7�. N H R, REVISION k f f ✓ e e t ^ ?y' Y �1 ixT _ `aS�i eT L.,UCI;:w CE CENT 1 i77., DETAI LS � _ FLORIDA POWER & LIGHT COMPANY DATE. 'SCALE IN c'_T" U ER NO. LIST OF DRAWINGS ✓ill.. i 5 O.. IA- E— \.(J� i 10 BY CH COR ARP <_OR.ti --: ----_"— • FORM 1697-171-14040-90784 ELEVATION SIDE. H.C. E�EAM C� x�° 3O ALUM. C COLUMNS �4 - 4'-O" ROOF PANELS — ►Co' " Y, i t , y i Y Ctxry ER I NO. 1 DATE 4 -; CONCRETE ANTI PLOATAT►CON SLAB 24'-p,� L x ice'-G" a•. THICK ' 3p, Q/,WWP SILL BQX1 ASPH. PA\,/ NG _ bP ..... . Jam. .Cy r• Yid n' 5UG71ON LINE 'PO SUCTION `o 5000 GAL- CAF TO PUMP STUB �� r � GASOLINE STORAGE " l TANK -O w PITCH �� rt DOWN.•-�1� � ��` ; j•_ i '�,t� 4�r "dryh I I SOOT 'N VALVE 4 FROM r �� • ' • �� BOTTOM OP -rANKCTI ON k , � t e SLALE C! fi �aZ M, {. ... 4 '( 07", a I _ rARTiAL ELECTR;CAL RiS#R OJA(S ' ( I J I No sc Node. A' l VVirir-Q a-L Veh'Icle Service Area o in-Riq',d Galy Si-ee} Condu++ ine lumpa;. 4 HP230V l� �' � �� �" ,be wi-n Seals o,s required IPor Hazou Ra a/ A Y. AC ^qjr'"l u {' i+ ,t .p {r �a t >9 ' , a II"' � - 440 W Vercur. - Voicoor 74 Flood Iigh�s (W iDE-L;TES „���I��, � r- l/� Suc�'ion /r/ L. 1.// I V (.W /„ L A-1 / Y Na 5CA 4, E SCALE %'X/LO " 4" onk ca 4 17yc ,r .r 2 Bldg. 5hu-�-0Ff va:ve in Cone.VP..'E Box wl;n Cover F� .ati''fnuao.� P_fT NO. DATE ,E a, P 10 'SERVICE�w_tilTE __ M, E C; H ,& t t 6 C 4�, �„ •�•'wl FLORIDA ,A W LIGHT COMPANY r, DA,T r. ..SCALE pIN FEET" ••,�,�• ER NO, LIST Of DRAWINGS r. D F?. 1~T'", 34" 77- O r NF I co oo I I __i u __ U__U_ HA_u it ___u _u U_- _u _U_ _u- __U_ __U_ L - - - - - - - - - --,U j - - - - - ___ ___ i i I I ; - t G �-� - -TT---- 01, /Z X, :MR /,510' I I __i u __ U__U_ HA_u it ___u _u U_- _u _U_ _u- __U_ __U_ L - - - - - - - - - --,U j - - - - - ___ ___ i i I I ; - t G �-� - -TT---- 01, /Z X, :MR /,510' Pr� ANIL Alli 1*1ii AOO FLORIDA POWER & LIGHT COMPANY DATE - "SC IN f7EET' ER NO. LIST OF DRAWINGS eHP�=F_7 OF DR A A"ROVFDt 0 R AP!' c R, C li 1 1, t 4040 907" 4 TRENCH 4. mF a`r I� �,r fi3 r, I x x h 16'- 84 M E F :r u ENERAL_ NOTES" I - MATERIAL: A - CONCRETE -F'C'S 3000 PSI 28 DAY STRENGTH b-REINFORCING ASTM A615-GRADE 40 .i 2-LAPPED SPLICES AND EMBEDMENT LENGTH SHALL BE IN ACCORDANCE WITH ACI SP-17 TABLE BOUND 4. 3-PRECAS7 DOUBLE TEE: ALL UNITS SHALL BE DESIGNED AND MANUFACTURED IN ACCORANCE WITH THE LATEST SPECIFICATIONS PUBLISHED BY THE "PRESTRESSED CONCRETE INSTITUTE" THE MANUFACTURER SHALL PROVIDE INSERTS AND " WELD PLATES AS INDICATED ON THE DRAWINQRS. DESIGN OF ALL UNITS SHALL CONFORM To THE LATEST ACI BUILDING CODE AND/OR APPLICABLE LOCAL CODES. LOAD MOMENT AND SHEAR DIACZ RAM � PER FOOT OF DOUBLE TEE m f , LIVE LOAD 1.3q 3.51 I0.73 0.82 �,.," DEAD LOAD 2.84 -m4 ( 23.3G I.G7 DEAD LOAD GI*/0 LIVE LOAD 30*/0 ' M Z n ,r OF BEAM OF BEAM 4-ALLOWABLE SOIL BEARING CAPACITY 2000 */41 5-DESIGN CRITERIA.r ALL DESIGN LOADS ARE IN ACCORDANCE WITH THEFT 60L>TH PLORt.0A Ei4..11L-D1lJ(7j C©DE ROOF LOAD 30 FLOOR LOADS , I WAREHOUSE 2p0 M�e:'' OFFICE 50 E MEZZANINE 100y WIND LOAD(18,-o ABOVE GRADE 'S0# cts` G"PRESTRESSED HOLLOW -CORE CON G. (CoLHS 1493A SLAB IV/2' L-IGHTWEIGHT CONC. TOPPING W/ONE LAYER OF 6x610/IoW.W.F dk, AO W U, — — — - � to I �1 ,8. 4 3 1-IC" • • -77 17 �.' wil.. �i ER I NO, I DATE REVISION f ST L_UC eF. VCF. CE NTER 57ORt w 5U IL OIN� = °_ FOUP.I OiNT I ON4 and R OOI~ PLAW%4 FLORIDA POWER & LIGHT COMPANY DATE -"SCALE IN rk g� ER NO. LIST OF DRAWINGS DR.A- SHEETS C?� � __ -- - CH. '' APPROVEDI ' BY CH COR APP COR _r'� _� E FORM /997-17114040. 9079A f - 4:0 4 x anchor o s n C),D40 p/um1nuM ravel s�,o and {acia s'. x8�;`i-,sntcd yvoad n4rfer ry�fh' 44 x 4 0" c©c7` with fac 9 .' 5 Ply ftsr- 4na`g�a✓e bu,%t uo roo��g Y2 x S'Oncho+� bolls 4=0" O.c,=`' insulafio�—�O.4O o/um/nurn �p/y far-ondgra✓el hug%f uD i"'1=--. /i°oun q /6 0 4�lcf 44rs vc�f��a/ 0.040 Q'/csm/hcrm gravel 5 fo�o 4 nd` 7�o Gra M, , I G" PRESTRESSED HOLLOWCORE LT. WT� CONC. TOP IN G " CONCRETE SLAB , \A/ �N P G G , All : *4 BAR LO NG GROU PRE IN CORE ONE PER PLANK RESSEE) HOLLOW- 0 - z COREE- CONCRE7E SCAB.cd; 4 C)Nj 21CONC. TOPPING w/E T ff—LAYER OP \NWF- G-G 104c, s CONTINUOUS � ACOUSTIC TILE ON 0 %A // ExPosec) 7GRID 5YSTEM C)� y CAST I TIE BEAM F!!4 CAST IN BEAM Q =*4- CAST IN BEAM (5"-12" CONC. (Z "4 3'-C)" LONG, (0) V E -4 `12 5 70 P E30-rT. 3 4" O.C. l'-V LON(:. BAR GROUTED IKJLCO�RE �3' I' LONG 0, w 12 CONC. 71E BEAM 8 12 CONC. TIE BEAKA, BREAK 7-OP C)F- CC)RF= W/?--*S 70P � BOTTOM ONLY TO PLACE BAR TOPS. BOTT. EXPANSION 5'CCI,JC. BLOCK EXPANSION CONC. F-:aLOC--K -J C) I NJ 7 Q 0 IQ T FLUSH JOINTS z JOINT- FLUSH JOINTS G"CONC. SLAB 4 -9.o 0ss �A 0 NOT- TO SCALE N I NE (E-S L A B. t-,107 70 SCALE 7 I A 4-' DETA I L Ir P1 PE RAI L 7 A IN NOT To. SCA 01�� TIE 1 7- 7M - EXP. TYPE ER I NO. I DATE SS SS!vie, 9 7 6A It \1 E: STORAGE RAIN LINK P7 E F TO 0 ROOF- L SCAL-E: 0 1 JIM 0 N 0 u 3` '5T LUCI. SERVICE CENTER STORESL 5U 0 1 N a vvazz4�r-�. P L 4s.. t-..i 4 o a 1,1-\ �w c�- FLORIDA POWER & LIGHT COMPANY 0 DATE- "SCALE IN FEET" I ER NO. LIST OF DRAWINGS DR.- 5HEE7 G OF: 5 CH APPROVIF REVISION BY CH CZ'RAPP COR-�-'' d E - G 1 12. FORM 1697 t71-14040-90704 I i x cr:,. yryF. p: a `.< rn, ... ,,, <. n. ..., ,. .. _., .,: a ,..,... .. .c-- ,.. , .. r x n,: n.. -. n ,_.., 1 ,.. t.. ... rc e .. : � „ n .. i ., e : n ,.. .. .., , •.'. r. pi„.. Y<: .. .i .....:, ...,. .... :. v � :_ �. 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PANEL �18 PANEL C i0l4 iq4 -- 1014 PANEL O L �Sai i r✓`� S� 4 5T0r4 A.C. 28 28 2t3 1 l0 TON A.C. Go 17D0 GOD E 5TOR55 13 .G . ?1714 2014 2d 4 TOTAL. AMW�- •; ' ' -la,;r G53 G� & c= , , ' - - G t-c c C ; R;CA, Awl FLORIDA POWER & LIGHT CO.MPAN) SHEET 5 OF E-Co3t11 2 v,, -1 � 4 11 c.o. ) —1 FEJ P, C) f. 4 ro See IA Sall rea.. w Zr. w c. fA, Cu ec 7'6 31, r4,6 10 .'7 Z: Irv, "FIX De 71i G roun G7 F.U.' Sov c /'c or, c- '.7 4 4j 34 /ZZ17 -,2v, v re La V, FLORIDA POWER & LIGHT COMPANY DATE. _S_CALE IN FEET - ER NO. LIST OF DRAWINGS OR. 4 I.-- I A- I BY OR APP E, FORM 1997 Ili 140"