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'_..i- -...`l$ ,,...�,7 11 avE V�y"+..4214 ' { k _+ '_•`� �. � ,, a.� i 4;� X: 1 X x e+ io ?1t Iau� cc>P,t°°i"d`^c? end a.; dg:,f -# } 1.W'' �y i :, --. . - _ j f,.-'.i , .:t . ,nl %'.�—, i � k .., ��. :� ',YI , 'f, i f I ,,, ` II x t -! 4 j .( t45 C � t97 J p a' s�j IV ., y.... i" .I a _:' .. f Fffr +; F Yp, e51.4 f;J u�" ry • r g..__.., :r. `�' - t,u�4✓y.:,"?.X. `4 i r r n a 1 i ILJ I.4"' 2- 7 MCr �� N ( i. I _. p�, 2'. d- I III G< 1 I f. • _ ��' 3,F: i �,�' :, ._TIC"�' _�-t�-_ } �'`} `•4. a�,.. `�,•,i 12`;' L �� -.., ,.• -' 'i'- _- s, { `g ,elzT ELEVATOR MACHINE ROOM ROOF ELEVATOR MACHINE ROOM 'FLOOR :. MAIN ROOF LE VEr Lo � T� FLOOR LEVEL SCALE' .Ifni_ 6;_1J11 Jc_..,kLE: 1/4.1'_ 11 ©11 aw,x.". SCALE: g E 1/4"I I' 0" _ SCALE. 1/4 = 1'-0 ,,y Ti e 5 c 11z"47--F L. SECT IO y „ ffiX.SFk,k't - �i 80 BEAM SCHEDULE MARK {SIZE -._-REINFORCEMENT REMA KS f TOP BC�T��3 STIRRUPS RE'i'34 rap pip ., . _a tl " "sue MA. 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V:Dh Y fF a . tr' o..mv,v.,.-_:.-..�...,,....«..we.nn_.n...,,..».n.-.m_,+ri._,.....,,.n�+.:.....,.. .........-.,-,........-. •. m,.._rorin T., .,,u.... m_.- � �..:.......x.w...r..e .... Po.i!'�xeL:Yeta:Yg'S^ENv",x+vs.M-r "Y:MWW.-k+E'W SyS, .0 e. .:,<?'a as=Nx. MY': 'u,. .. i:... .. .. "...... .. -., - .. .. ..._.......-_-.�.—.. I _ 4' - 0 r 4 ( l ¢0 1=114� t'-110 I'-4 { ' 1 4 {✓ 1 r t v F_- mosawb -41 _. a t 1 -. Qj 1 7. x Kati _� * ;�• � t �- -� _ _ I • «4 o J t Q p F U t fl .iF xb: ;4 sa, x .o U dAk 0 IL I - .. !'"7 J lL . SLY_.! _9! 0 �_ - -- ---- - ' 1 2R Q 1 -71 all -W w s -- et 1 ca w- ,4t /ry � K V - j l �4 m o _ S y 0 g 9 y) 4 a i 1 I T • t !' l I eo V.' i .�..._. 14 M 4 a 2-- F X 13 a g 1 4 I L.i b - i 4-SECOND FLOOR SLAB REINFORCING i AT SOUTH END OF BUILDING SCALD:.: 1/4" = it"0,a E A, N A SOUTH, I . ,� .. . s SCAL,E �� DATE ..�...,.�..,evA+............. �.. . F,m,c,, LILAC HY & F'l1NOT Tf vC r_7 . lV�tRS FT. PIERCEa ®». -.._,_ _ ._ �,�.�.-7-777 f ]69 tt Nt ROAD(Ov,0.l Yc, ., ftt k 33'.dA "9"" I-- , a F C O Gam 4� N4 .......�...�..�.,.„...m......«...,...,.......an�.+—.x.,..m..:.«e.-.r...-.»v«......-w..,•.,.,..•.m..,�.s.....,�a..w...�...r.-•.a..-....a......nu,.-.�+�,.w:«°"��......�w.:..�v.�...,...:.—...�......a..,...�....A.._ ,.-.....,....,...�..,«a„v....�.=.ems..-,..�,.,,. - �,. ,..,N....... .. "..... ...... .,. <-,. x. ; 1 � Fk � at h F P ,� 1.5 t M{ v 41 F e ^ ] e S�Xt � �.� .. Y .� v " n � ��i -az ,rz ..... v. y rv. .� � �.._�.z �rv� . fix+¢.. 0 I i I� IC.NL, .�YIVI L7CJl- I-V i< tiP (3 8 � / W.P. DUPLe)t rzCcEPT- T`fPICAL SVMCiOL F02 / P-lo �-� rtn FIXTU2E TYPE (P _ /i -Io • lr W/5UiLT 1tJ PHOTocELL "' - BOND BASE CONLDWT — , ' y,' 1i2 `" N PTI. HUB E RE: � E f' i L,E '"oN ALL T'I Mr GRACE CONCRETE RASE 4_e €/2 i011 EI SQUARE x I'_ 611 A L. B' L T 5- ° a° DEEP CONDUIT F` R T > MOUNTING IL 1 5 KIM 0 ON lc�-ILL ISE" Ds C) i I.T. S: C)UC--' 7111 A METE INA- Li tZ), H-Z PNAA' 14' 1 F-- 9 E- 1-7 IF C UP 70 T2A'5H CHUTE SOLENOID VALVF- FL. --T J XL— -314 C. LOW 5WkTr-H 5WITC+i Al� STAIR I STAIR *2 C, 2m. cemzx 2 H i Cr ON C I OP�' v .AN V Na -1- F� L6 (J C 2 H 0CE:ANA SOU A FOR RADNOR C SCAT_ F, o DAT F Ek SCO"'T 'f STEBBIN<, VV Pll-�AINAIS, p 1 E, R, F CONSUL (jNG FNIINi NC, ------ 4557 PONCE DELEON ")LA-EVARD '7( FRAI G,EL ES, FIJ1.10A 33146, 5LDk"--,7 I j 11 L.R w KIT I ra 12 0/ 24DV, 1 ?5 FLJ514 MOUN-,- A,l G S. f4.0 TYPE Po fi --- J_sl 9 0 I I A/C 02 1- 13 15 17 NON 00 - LOAD 'r.t.oN (.NJZLC TAf5L.E VZO-W50) OAL L14HT0,4 121-6 f#12A1uW = bt ,59 VA (cles. 05's, 10,12)11,19) A IN OF 12' OF L-DAD 0 41&2 QTIONINq 1 10070 1 VA lZekWUNDF-2 OF LOAD 0 21o.74 1000 V, VA I sr 10 4VA a 100 +fo 101000 VA ZND I12.141ICVA§40010 (o 9 NJ VA 24, G9 5 V4 2AOV LAa,G)A a. =Q;l� 1� monma N CUZZENT'LOAD OPTIONAL. CALCULATI! (3IENEZAL LIC)HTINq 213ZGVA(� 0 7 IZEMA IN PE 0 OF LOAD 2,a > W, ZC AlAONDIT16NIMC4 6 100*lo 03&OC) VA IZ 12WAINDeZ OFr LOAD z'V3,Q)KVA N4 IST 10 V_ VA a 100*110 0,000 VA I Z z 14,9 kvA 6 40 70, lz 1 GO VA L40v I, 5)N m 0 U-3 B_R. D.R. KITI. R. B.R_ 14 KIT L -7 PNII:A' FETE _T K5FOP-MEI? Zm. --ALL WALV—WAY LK-4 TYPICAL FOIL ALL 4 5741 V_ L 5E E SALESECLV,�DCIRC4A7 N�' -7 Th, FL12 -TL. DID" FOR BiL m PANEL MAIN " 0, 00 (2 CKT, DESCRIPTION POLE TRIP DESCRIPTION POLE Tp RW z 3 4 �77 jO* _F3 - - 14 2 17 15 17 -s Icv - 5 - 20 5r-0 lay A-- Z t-10N -CONO)P_PFiJ*r LOAD OF CALCU3A71r3 Ail coNDMONINr, LaDq I CC 00 VA I ol 000 \14 ■ ■ C) C E A N A S 0 U 7 H Pl.-ANl a tl J_ F L. F III OBSTR UGT I ON UrMT TO EME2Cq DISC, M EX EXH.FAW#1 2-2 2.2 FAN�2 }lo7zw- ) C u '/r C 1 FAN r2-1. F 2-I � a►D�12 OD�V-I N M 120 208VOLTS Zo 4 N / e �'° N � F Lo0 O PS M.L ,tT SU FACE , r � _ ��Io,000 a.i.c.s E. T.YPt "NLA6' CKT. DESCRIPTION POLE TRIPµ VA �ACKT,? DESCRIPTION iPO;_F TR{P VA I FANS DV -I d 2 I 20 1 000 2 7AN a I 2 I 20 1 000 3 DV-344 1 000 4 to -34 1 000 5 DV-54(a 1000 6 ai5$,6 1000 7 DV-7 8 1000 8 * '7 6 1000 9 DV-9410 1 000 IO ♦ 9 f10 1 000 _ it REG�t�i 5ItI000 13 #:4 EXH.FAN 3/ 3 20 21G0 I5 SUPPLY FAN 3 W 3ZO 21.(00 17) IS �. �ec� I Zo 720 19 IF'00- 1 20 720 20 SToZ. MT 1~M. 72o 21 Aer—= 720 22 SPA ¢L 720 23 720 24 5P4Z6 no 25 SPAGE ONLY — — 26 .5PA4�- 27 — — 28 — — 29 — — 30 ' — — 10,320 Vi1 10,040 VA .20,36oVA = 5(o,303AMP5 + 2.5AMP5(2'576LM-)= 39,05 AMPS ' 360V - . 00 NONE No mm ■�■■■■■ = • • I ■■■■ • • . ®■�■■■■®I ■■ELE ■ ■ !� —_ �T 74aC VA 9,88O m- 3600_ViS 54.& AI-/lp5 + 10.1 8,MP5 CcouTLoACr) 64.7 AM P5 IN R: M EXH. FAN"5 k'^fir _ F ,.. : 2-8 MP p-8 FAN 8 EXH FAN 4Dv FAN '' 2-7 FAN 2-7 g I Yp m 3/4t•P.208J-3� R-6 NF p 120 205V 3¢ 4W " r, 223 AM(��, M.L o 2S�9515E.D PA L 0000 G.E. TYPE "NLAeS" CKT. DESCRIPTION POLE TRIP —VAw0 4' P!n,t N POLE TR{P VA I LIG TINIC I 20 ��O `' 2 LEGtsi"ACLES 1 2 72 3 90a —4 r72c'; 5 600 E 7 2G 7 00 8 720 9 1000 ~10 720 11 1200 12 '7 2 O 13 500 14 720 15 6715 i6 7 2 0 17 WATE12 ? 20 3000 16 COOIG TOP -Z 00 19 HEATE2 — — — 20 — — -- - 21 L14HTING I 20 I DO 22 _l. me . 23 R>:CEPZ Co2Q. I I I 10&0 24 STov_ A hAYC_.tM 7Zo 25 REGE.PZ" CoEi 108(1 26 :�R.$M7-ij, rtA. 27 50c 11iaLL �A a O 28 rJPA¢E 0 0 a 29 C - — - — 30 0 0 0 31' �'G r — — -- — 152 000 33 Zo 1000 , 34 D 35 1000 36 37 — 1 000 38 1000 40 I„_._ 4, 1000 42 1000 z1,50s 20,4)2OVA 42,72 J VA 118:'7 AMP5 + 29AMPS 2°5 0 COVT LOA _ 36oV ''7 . � 7 D� 14a,4 AMPS,.,. -.. x,-„ 12o/20&V,3�4W " " FA N E L P 223AMP5. M,L,O: „ NLA L'a lg000 A. 1. c,.,5: i 4� I Jfi LE TRIP V? I CKr a < t 1 1 2a 12c m 2 .m , 3" rx L T,i5.1 2 c --. 4 a 5 WC: LTSa rne.RM. 2 40 520� 12 13 .'c, 02 HTfa.— _ 14 .® _. I5 �CN.2M, I 20 or r LT'S, _ IE - 22 21 23 25 2 o� Z6 i 2�3,� __,' r _._ - - w - le �.. .,.�.,..«...>.� rv.,,.x..�.,,w 'r..,„. ,.n.l..:=«.�,.», „c ,.: w.`...,,,�...,..m,_w....„k„m ..............,�,.»...,..>•.r...4... .,e,,..,.o,.,=�*1e 33,'37o vn 3 - 92,7 l 0' V 4 # �. I G\n t ��? j`r co L�(7) ,: 13 I a :F; V, 304W I NL �l E " 100AMP5. M.L,, 14,000 A,T. c, -3. ' ICKTl DESCRIPTION POLE TRIP CKT. DESCRIPTION 1POLEIT IPi s, i S i el o0c LTS: j 14 22 L' t' C h k::. �` 2' _. _ i 1 , G Pia. I 72rs 30� ` 1 17211 32 7 33 —; - 340 42 ]3, 700 VA, J VA AMf�5 + 14,2 dM (25 Xo L M 1 1* 0R P AOn,,,IOP4 (:)` E-: iAS`aA'1 K.....,,, YC? k x aA.f.Lr R:: iLISz-p-.ii.5d:;1_Jf "s""",5�,„.�+,_..� f- .. L_a.NA,S CUt,!6ULTINC Jc.INEr 25 CJsLF' 1D HGlii Eb'(_P,D >00 F= P, - F Ii � I I� COMA WA51+EP� GOMPkGTDC�_ A-(0 DRYER CONNEC 50X ElEl A-6 loj TRASH 3 _ {ice � _.. 7 r �� _ PLC TYP CAt FoCL Jo, ra `((. ICh-N F1O0R 76- 1 —� 0004 J GOtvii'MPAC AGTOR PNL.'R:' CONDUI- R�S1ESz 14'C �N 2�ZC: O SEL S�Owcv. k.o5E.v- r= 4'w x8�r+ t�o P�yµlor�D wf1Tt} A%C. DUC'C•. LOOF A c C c II"FL, A C C G 10'T"FL• -.. ----- ---- A C C C 9T+t FL 6":FL. 'l TH FL 0 0 0 L 4Tµ FL. U C c c c C c E 21, 28 9 �Lr=va-row corrreoL � Ak �' I a --4 ul - i/z"c 0aar �,�4 �IELW l vl 3t�12-rillJ I/211G uJ-� �u_210 J..r3bX a n11D olu 05 u�E 4 Le o r� �e&v mL� � T 0 6 TYPIcb1 foe: bLL , fin FmFamrv--es 6-rl��IcsL �02 .LLL"clEn�es STOP � few i e c c c A 7 I I I METE2 20. I i S-TyFI pv�-uaL I � � I T2AN5F02ME2 I �II M ETE-2 C I I � C II ROB i I3 G G C A I B 9 C CT2AAN5F02MHR ; g c c C A 8 `I G I C I I c -7 20o►n � I C i I 5T012A4E RM r r r e I _ C i � �ETEiz I I 0 7 RODM I - � 3�DFL I I I 2FL, I A C C C i sr FL, To M�TEt� F3P.Nv_ A C C C 11 I I I 5 q TR,4NSF02ME2 I I I G C A "� -� z r) RISER SCHEDULE ITEM DESCRIPTION 3 #1} THW-CU-1 "C , 3 0250 MCM-THW-C,U-2'2"C. �3 208V-3P-200A-DISCONNECT SWITCH IN NEMA 1 WITH LOCKING TYPE IN OPEN POSITION WITH 2O0,000 A.I.C.S. FUSED AT 125A (VERIFY SIZE WITH ELEVATOR CONTRACTOR) DUAL ELEMENT CURRENT LIML7ING FUSES U.L. CLASS "RK-5" WITH 2O0,000 A.I.C.S. (BUSSMANN FUSES -TYPE FUSETRON "FRN-R"). 120/208V - 2P+SN-30A-DISCONNECT SWITCH IN ,NEMA 1 WITH LOCKING TYPE IN OPEN POSITION FUSED AT 20A. CURRENT LIMITING FUSES U.L. CLASS "RK-1" (BUSSMANN FUSES TYPE LIMiTRON "KIN-R") FOR ELEVATOR CAB LTS AND FAN. THIS SWITCH SHALL BE LABELED. 2 41/0 THW-AL(0A 6 0B) + l 44THW-AL (NEUTRAL) IN 1%"C. 2 #2 THW=AL(OA 8 06) + 1 #4 THW-AL (NEUTRAL). IN 1'-4"C METER BANK "A" WITH 1-2P-1200A, MAIN CIRCUIT BREAKER, 4-2P-125A �5 - .CIRCUIT BREAKERS (PANEL "A")PLUS 16-2P-100A. CIRCUIT BREAKERS. (2-PANELS."B" & 14-PANELS "C") AND 4-125A-120/240V-10-3W METER SOCKETS PLUS 16-100A-120/2.40V-10-3W METER SOCKETS.' Th115 METER BANK SHALL BE BRACED -FOR 42,000 A.I.C.S. 8 0350 MCM-THW-CU (0A 8 0B) + 4 #3/0 1HW-CU (NEUTRAL). LEAVE '8 15 FT. OF CABLE SLACK. TERMINATE INSIDE -VAULT AS REQUIRED AND DIRECTED BY F.P. & L. 9 - ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH F.P. & L. WITH MR. GARY TEFFT - TEL. N0. 287-5400. 6-2 INCHES EMPTY "PVC' SCHEDULE 40-FOR F P.L. HIGH VOLTAGE. CABLES, ENCASED IN 3 INCHES CONCRETE ENVELOPE. 1 1t 3/0 COPPER FOR GROUNDING SYSTEM I12 4#3 THW-CU- 1'4 IN. CONDUIT 120/208V-3P+SN-10OA- REMOTE CONTROL SWITCH WITH 120V COIL E.O. �13; MECHANICAL HELD, IN NEMA 1 ENCLOSURE. SWITCH SHALL BE MANUFACTURED BY ASCO CONTROL CO. N0. 9204 PC. PHOTO CELL - 120V-10-1500W., FLUSH MOUNTED, WEATERPROOF FOR CONTROL (4, OF REMOTE CONTROL SWITCH. (SPDT) �15, 4 4 410 jl-IW, GU- 2%-4" PVC GOPJCRE'rE ENCASED. PROVIDE NANDI-I01�5 AS REQUiRBD EMERGENCY GENERATOR-120/208V-100KW-30-4W WITH SPRING MOUNT AND DAY TANK GENERATOR SHALL BE MANUFACTURED BY ONAN. N0. 100.0 DYC-15R 17' 120/208V-3P+SN 600A-30-4W-60HZ AUTOMATIC TRANSFER SWITCH WITH 25,000 A.I.C.S. IN NEMA I ENCLOSURE. -THIS SWITCH SHALL BE PAINTED RED. SWITCH SHALL BE MANUFACTURED BY ONAN N0. OTU-CK-600 - 4-1202 18 COPPER FEEDER BUS DUCT-120/208V-1200A-30-4W-FULL NEUTRAL 100,000 A.I.C.S. BUS SHALL. BE MANUFACTURED BY GENERAL ELECTRIC, SQUARE"D" OR WESTINGHOUSE. 19 _ DIESEL FUEL. PUMP. (DAY TANK) - 120V. I 20 HOUSE PUMP- 16 HP- 208V - 30 S19H OWG. it PS-1 21 HOUSE PUMP CONTROL PANEL 22 DIESEL PUMP ( DAY TANK) CONTROL 23 EXHAUST SILENCERFOR EMERGENCY GENERATOR. SILENCER SHALL BE MANUFACTURED BY MAXIM N0. M-51-4 WITH SIDE INLET. 24 METER BANK "B" G(ITH A-120/240V-3P+SN-600A MAIN DISCONNECT ' SWITCH WITH 200.000 A.1.C_5_-Fl15FD AT 60(lA_ CIIRRFNT I TMT TT Nf, - e EMERGENCY GENERATOR OPERATION THE LOAD CONNECTION TO GENERATOR SHALL BE IN THE FOLLOWING SEQUENCE: 1ST: EMERGENCY LIGHTS (PANEL "E") & DAY TANK PUMPS 2ND: ELEVATOR, ONE ONLY 3RD. HOUSE PUMP, ONE ONLY ELEVATOR NOTES 1. ELEVATOR CONTRACTOR SHALL PROVIDE AUTOMATIC ROTATION SEQUENCE TO BRING ONE CAR AT A TIME TO THE MAIN LOBBY WHEN SYSTEM IS OPERATING ON EMERGENCY POWER, UPON COM- PLETION OF THE CYCLE; ONE CAR SHALL_ REMAIN ON NORMAL OPERATION. 2. P.ROVIDE INTERLOCK BETWEEN CLEVATOR CONTROL AND HOUSE PUMP ONTROL IN A WAY THAT BOTH MOTORS WILL NOT START AT THE SAME TIME. FOR 6LDG IL ONLY 'METER BANK "B" CALCULATION _7 APARTMENTS OPTIONAL CALCULATION METER BANK "A" CALCULATION 20 APARTMENTS- OPTIONAL CALCULATION X 121310 X 3W/f)3 = 3,639 VA 4 X 1213 17 X 3W/t;, = 14,556 VA. GENERAL LIGHTING = = GENERAL LIGHTING = 2 X 9421b X 3W/0 = 5,652 � 6 X 10770 x 3W/Ip = 19,386, 14 X 10770 X 3w/1P 45,234 SMALL APPLIANCE = 7 X 2 X 1500W = 2,1,000 SMALL APPLIANCE. = 20 X 2 X 1500W = 60,000 ELECTRIC RANGE = 7 X 8000W = 56,000 ELECTRIC RANGE = 20 X 80QOW = 160,000 ELECTRIC DRYER _ 7 X SOOOW = 35,000 ELECTRIC DRYER = 20 X SOOOW = 100,000 .ELECTRIC WTR. HTR. = 7 X 3000W = 21,000 ELECTRIC'WTR.HTR. = 20 X 3000W = 60,000 A/C OR HTG.(N.C.L.)= 1 x 8000W = 8,000 AEC OR HTG(N.G.L.) = 4 X 8000W = 3-2,000 6 X 5600W = 33,600 16 x 5600W = 89,600 DISPOSAL = 7 X 700 VA = 4,900 DISPOSAL. = 20 X 700VA = 14,000 DISHWASHER = 7 X 1200 VA = 8,400 DISHWASHER = 20 X 1200VA = 24,000 WASHER = 7 X 1500 VA - 10,500 WASHER. = 20 X 1500VA = 30,000 REFRIGERATOR = 7 X 700 VA - 4,900 REFRIGERATOR = 20 X 700VA = 14,000 SPARE = 7 X 600 VA = 4 24 20�0. 230.4323 VA SPARE = 20 X 600VA = 12,000 661,042 VA. DEMAND: DEMAND: .230,325 VA X 0,44 1101,431 VA 661,042 VA X 0.38 = 251,196 VA 101.431 VA, 251,196 VA. 240V. - 422,6 AMPS _ 240V 1046.7 AMPS I I I OR - - C G C I� 25 E ' I CD I I � P I I zz i I Ib I % % I � 19 I I I (ELECT. r] F 12 E �-D ~ S SYMGOL D z':- 'SC-- I',1t"'Ti< r.l FAc FIRE LA CONTIZOU PANEL (VOICE COMMUNICATION) 200.1 8001/8003/8004. oNN FIRE ALA2M 4,NNUNGI/�.70Z P/�,NEL 4306- H. F PULL STATION *4251-21 (WP ENCLOSURE w FOOi), ARA(z-7MSN-r SMOKE $ NSA.-r Vel-Er--- (i \C W \-rit ANtvUNG\NToCZ�*4z5c)-19. SMOKE DETECTOR r 4259-36./38• Qs s SPEA eR_ W/ SF hL/-\TE. t�s SPEA4l=2 W/ 4092 -108 [36,FFLE, 409Z- Z08 EN(ZL0SUrZE,a09Z-308 Srzi)GE. sD MIZE Cs,L—A(ZM TELEPHONE v GATE"_VPLVE 5UPEr2vIS0R� SwITCI—i: \N,^,,TEF? FLOW MONIT021N.G SW ITCI—i, tlwF-S NOTES I, ALL •C/aTA,L0G ,�QS AR-E!" FtZOM SIMFLLX MA,I.IUFPCTUREZ Z, -THE ANNUNGI/a =- ''41,lNML SHALL HAVE THE FOLLOWING TESTE2 SWITCH - I - FO'2 EMErZGEr.ICY GENERAT02 MINIMUM CONQUIT SIZES SHALL CBE Y-Z it 4. UPON ALARM ACTI-,/ATION IN AN`! ZONE, El EV/,7OrZS S1-IP LL aE GAPTU2E0 f�ND IZETU2N TO; 6rZOUND FL. M/r.IN �Of3r3Y. I I s rl d! E•'A 1A Se'erU J't is a Z D .' c ROUE =':-TRUGL_10-PLANA �� .. INSULT ENGIN[r :S. INC. .- _ __.._..... ._ .._._.. ..... ONCE NEON fLEVARD Yr , - C's= FI ... 33146 t �. 3c s t �` Jim rsy*� ' k... � No' f 7 10 g 0 '- i 2 34 7 bi , t 12T" FL- TYP, T, V, OUTL ET 117H FL, v Swrl-IFL �b 314" EG (TyPIcA) h 1 1010 N V Tv I, I Dr" FL, Ec4ry I OTH FL. i 10 fp #. 2 3 4 5 l0 7 A •l 4, - q rH FL. s R 1g T/ 8 TH FL. - e>rH FL. E-NChBE.b IN �� GoF>I�, L`NVE(�oP 1 1� 7TH FL, r7 PL. I 4' W X a' H x 3/4" PLYkIDOD% �/4„ TELEPHONE TE¢MINAL10 00 10.10,a"6c i ¢. 3 ¢ 5 0 7 9 10 � t E50AP-D I N METER 2 M r TV 1 i r 3/4 STH r-U 43r44 pL +12 ID MOVNTINN _-�•G LOCATIOE 3o TELEPHONE CO G 2'!IZ -'/a rG 2EL.0i f30X Ty Ec 2iF12- �2' VERlfY EXACT LOCATIyIV 4TH FL, 2H 2iC 4 rH FL. , t-- --- _ i . ) I -. - -.�: ---__... -- - 3fPOREMRO�NyItJ(TYpucAL)� h e�-. 5 (o F7 8 9 Io v r ; 3RD FL, 344 n PVC �V4„ i EC r . ENCI.SEO \N '� "Ec. EL_ vOI 10 No 1000 ¢ INT2-Q RISER DIAGiZAM Y 0 2RD FL, ZwDFL 3/4"EG (TYP1ca1) 2 3 4 5 I^EcCTYpIcaL) 1 6 6 9 10 EG¢ I 2 3 4 y 7 z3 9 ro V � STFL, * I$rFL 3/4"Ec, j/d°�c i FfiAsa€Tr5 P-17 4"$' �jd P�Ywooi> MA\N 1 2 4 P•Ib 7 Aaelm 8 9 — 'rc F �c� 8 9 T t✓L . TEeM. Doi�eO lK MAi�I - i EIE�?RIGAI. �ppM V DA a soc, G RM, „ :. 4C sysum (TYPIc4L) Gr2RFL. TV E4U'PmF-N7 '[Ecrfec�!:.r Ai coti "EMPTY .-PVe° scd• 40 HoMfRurl To 5pAcE IN E L EG. RM �i "r��c �e� STJB CAP A 3 u. scil 40 6WAse D W 3" code E,vvato� A' 7 /A1Ni24��r1',4+ - _ u - �'EYfi/ti.__:S'.533.-�: (TYPSChI AT BnS1E OTr 2..EMFiY "PVC" Sci 40 ENGA5E0 11 2" coNc. 3 4EYOND 1i 5 BNI II �U\LC + ..t y wlrr� TEC c0 EXAGT PO uT of Enljt?ANC6 �EpORE VERIFY ujITN- N GA9LE GOEXACT - - :Ff.CH (ZlSER� POIl OF ENTRANCE r3r=l 'Q6mi M. - TV RISER NOTES TELEPHONE RISER 1.AU. TV CoA10 lTs :IlII eN TMSTALLED ii iJN P416( LV/JF OR A 2EcoMHE4lDBp O y T✓ cASLE CD• �icE �I~ s .La�`�U �`"p--� H 2. dtt T✓ coNpU/j5 SNALt bE S/Q" UNLESS oTHG'RU/!SE woTEO. 3.,dU CONOUIJS WZES 5-hiii BE /N AccORDA.Val ur/TN-_. rV GAALE Co. - Fi EDIF-I+ � r 0 s ",'N-4A _ SCALE i:F..✓ru MY ' KN DATE t,,v, G 76Cxlls Sf/lSrCAI SXdLt 5F /NSJAGLEp /N ACCOROdNCE lUiJfl T✓ Gi49GG co. __.- QECo.cfaEivDAf/aY5. � ,:_ ._ S.EGECTP/Glt cONJ@gG70R 5y4" relevld>ATE A44 'Tl 4No TELe,,Iil E cONOV/75 '.h'E?�aE3-CRSMJSL RUG, k)-PLANAS,_.0T T A rT �C�T AS �2EQU/RED ?ECO "i V49E4 6Y T✓ G,d.3GE' Co � 72Z. CO. CONSVtTiN N'._ INC 6• A64 UA1Dce(rAoUd0 "pVG SHALL BE pRDV/DED !A//i// GAUAN/ZED k'Ill E460W5. 4557 PONCE rx ... E EVARD `� [�[-�L'^n'C [-� _ - ��'Q✓lD6 _. CORAL GABL r;_VR 33146 ,. ( E�_. i...... i— I� O E F: e 5�.... r .- • �/ [ ; g . 'AOAPTEQS dSREQUM?ED, , _ r R NOTE$ I 4 1. ALL WIRING RUN EXPOSED, CONCEALED IN MASONRY WAi , OR CONCRETE SLABS, BENEATH S, is ON GRADE OR RUN UNDERGROUND SHALL BE IN RIGID GA :ANIZED STEEL CONDUIT(*).FiECTR . METALLIC TUBING MAY BE CONCEALED IN INTERIOR HO:,..:;W WALLS AND ABOVE SUSPE' '=D C° _. ..... ALL WIRES SHALL BE COPPER UNLESS SPECIFICALLY D i I PWI SE I ^.. '; GATED .. - ON THE . ALL INSULATION 5Ha1ASE TYPE 'THW' • _ _ , ., e, cf 1AI I , IiUll= .... ,.. ,.... • . {tr cII IS JHA Li.. 3EC Ur?ELd • -3F _ [_. -� 4 a t d ' .ROVE' PIPE SUPPOtc .. fUFACTURERS' NAMES A^ ATf , _.. OF 4. .. ALL .ORK SHALL BE DONE is^4 FUC ,. f'. ;is CAL CODE. ALL APPLICABLE STATE- AND LOCAL CODES, AND TH4 d 7. ALL. WORK SHALL BEDONE IN A f.' a o 8. AS SOON AS PRACTICABLE, AN BEFORE ANY MATERIALS OR Efe .. ,:-... , .,,, .,,.. ......,. SUBMIT TO THE ENGINEER :FOiC- - PROPOSES TO FURNISH AND Y•; a. HC7,7:-F5 -, ` TRAG�; ¢� NUMBERS, ETC. SEVEN COPIES S -._.L BE FURNI ++,"'::D. 9. WHERE A CONDUIT PASSES THROUGH A BU._L '- EXF, .! JOINT S A 4TRA ;--:T RUN F 3 200 FT. AN APPROVED. EXPANSION.PITTING WITH .L_ Bi -, �10. WHERE FUSIBLE EQUIPMENT IS SPA' -- - IN THE AMOUNT OF 10% OF EACH FU` --.> OF ., ti SrIZE. c SHALL VISI t XI STING CONOITIC a.. ",- _ , •; . ., �..., > CONTRACTOR .WAS - 13. .N"i LAYOUT PL-A;,S FOR: E _. - t_OCA I"iiiN OF FS,.. E.4_• c t-; ,,. SHALL V� TtilS FrECT! rq:. ll : 17� ..:.JAL T. LC - `: ;N OF -CONNECTION 19 f, ,;i"a, THE INDICATED E' 20.i`` - INTERRUPTING OF THL - L L,,EV3 ES. 21. Bka><i =':CVIT BREAKERS SHALL BE OF THE BOLT —ON IYPE. PLUG—IN r bREAKI-: WILD -F_ ACCEPTABLE. -22.. - TANDEM AND TIE BREAKERS WILL NOT BE ACCEPTABLE, 23-. ALL MOTOR STARTERS FOR FANS,.POMPS, BOILERS, AIR CONDITION ..FTC.• SHALL BE WITH OVERLOAD PROTECTION IN EACH PHASE LEG. STARTERS FOR �TED AT 5-0 HP LESS AT'486 VOLTS, MAY ,BE ACROSS—T.HE—LINE. TYPE, WHEN APPL_I,,,,, E:. ;i.ARTER,S FOR LARD:- , MOTORS SHALL BE REDUCED.VOLTAGE TYPE (PART WINDING, PR1' -,,'Y RESISTOR, ETC.) 24. ALL EQUIPMENT FURNISHED WITH. CORD, THE. CORP .SHALL BE SH'-i :FD AND INSTALLED WIT, CORRECT OUTLET PLUG, JACKS, ETC., AS REQUIRED FORCOMPLEi;L INSTALI..ATION.OF EQUIPMtraT. ALSO, WHEN APPLICABLE, RECEPTACLE SHALL BE FURNISHED TO MATCH 'RICAL EQUIPMENTSERVED BY IT, 25- Af! Ff_.FC'TR?CAL SERVTiF Ftiti;'PMENT e ?A1_.L BE REAL' ° A,;, ;rNO :+:. i FRCS 'HYSICAL D ' :_,E A BE a t:. 4`„cV AROUNC?. 26.:.. JUNCTION. AND PULL.—BOXi' COVER,,,NEMA 1, OF 53 , - .. LOCATION.. 27. J, ' . .'�, ., SUPPORT..- OF - �..- f &ETS, RODS HANGERS,- .:1 :x _. BOLTS OR OTHER SUITABLE .,IN:. �.��-TF,L, ,.AY BE - 26. ALL JUNCTION AND PULL —BOXES SHALL_ BE ACCESSIBLE A'. '. THE TI'i.. 29. ALL RACEWAY ROUTED, INSULATED CONDUCTORS SYSTEM SHALL BE C 120/208V SYSTEM r PHASE 'A's BLACK PHASE 'B'• RED PHASE 'C's BLUE NEUTRAL WHITE _ GROUND s GREEN _ GROUND GREEN "EMT" w'16 56 AccEF7A13L65oadt0S rO BNQ71-0 ,fioe AIPPROVae« 3a, Nk-L,aiswNN cr swrrc r IRK` 1 pu s s,=,, ra.Y r _ AT �A ,, l T____��FXTURE SCHEDULE UE ;.aM PTIO°N ps moluNTMe R F S a j.N ...t '"�....wJ Y s"P r • .mw...,.+.w...,mm ,., ,.nwn... e..«v.«ewrm,w-n.,. R _ I r i fir) l .. 8 ,. y t... . y ! ..........._...,.., ........ s ..�.,.....,„.,a„.,.. u1 _ ti ,. ° . 5 -777 ,. e a VOLTAGE: �s2r��u � r 25, 00 �.., a.st, PANEL 'g' � Pa#1 �a,;.:: , P i S : 't , , ty, 13P ci, ham., i..6 9 0LlNf 4NG 'J REMARKS NO _ —tPOI ETRIPLOAD �LOAD LOAD f l �L"%wsf?tDt�Fro,�Edc��L't�ts��: F, 3 4 77 ' �7; 41r {.P WX F% FA I`'+L 1.0 n'.0. 20 1 l i *..„+ �`+. y++a J.. v #L3 x ) lv, 1..' �,. d l tl x: , 0 LS �,.-,u.aw.av ns..e.,n w..rdN.✓.. lu.wn _..+e.a�....raw........au.«..m.,...—...+�... .. ....s. na.m .....+m .. .i.,. ¢w..aNw w»+m«. rw,. x.e, .,... ...�..- .. .._.. .( 7 i FLUORESCENT L <iji.r;G FJXTOR- — -^ g{1 FLUORESCENT STRIP LIGHTING FIXTURE. . ._,.,♦ Ls i INCANDESCENT LIGHTING FIXTURE RECESSED. h i ( 5 % INCANDESCENT LIGHTING FIXTURE SURFACE. I I1 INCANDESCENT LIGHTING FIXTURE. WALL BRACKET. c< 2 FLOODLIGHT. EXIT LIGHT — D.IRECTI0ITAL .ARROWS AS SHOWN. PARKING LUMTNAIRE. r I� FIXTURE TYPE — SEE SCHEDULE r t ..y f DUPLEX RECEPTACLE HALF SWITCHED. 'j RECEPTACLE — DUPLEX. SIERRA 1402, 18 IN. & OR AS NOTED„ d 3 RECEPTACLE — DUPLEX WALL MOUNTED ABOVE COUNTER. VERIFY EXACT MOUNTING HEIGHT WITH ARCHITECT• +— RECEPTACLE -SINGLE, SIERRA 1202, 18 IN. OR AS NOTED, ;+ RECEPTACLE — RANGE. P & S. 3845 u, 4 „fir z RECEPTACLE — DRYER, P & S 3835 i FIRE ALARM PULL SiA?ION {t%} FIRE ALARM BELL SWITCH — SINGLE POLE, SIERRA 5011, 48 IN. & OR AS NO'..,l i„ a 5 WITCH — TWO POLE, SIERRA 5012y 48 IN. & OR AS NOTED. Vim- SWITCH — THREE WAY, SIERRA 5013, 48 IN. OR OR AS NOTED. SWITCH — MOTOR RATED DISCONNECT. YJ, DIMMER SWITCH. HUNT 1-601. ay' TELEVISION OUTLET. MOTOR CONNECTION. t TELEPHONE OUTLET — 18 IN. & OR AS NOTED. JUNCTION BOX. r t THERMOSTAT, IN. p, TN,)CATES WEATHERPROOF. I„i,C..;,?ES AMPERES INTERRUPTING CAPACITY SYMMETRICAi_. I 4. a e a, ELEctrz/c COA,I0c/1r (V/ 2 co,4rs p/ruMASr/c Vl Fve_yLwr11yC.dNE' RE�2/' C?,jA.l T SCJCr, C/NE Gv/ " o91rA40,CCE)l SEAT/UA/ O W/Nr:► WACC J �,-- BAGCo/vy /�A/LlN4 - • CONCAB N41TG UN -- 51VCr1Vk1 ?eMv, CWe- A4o4AV D,SCONNCCT C "Ir 8A4a,o !y FCov? -77 .o i A 1 qoAVe.ys/NG 4/M/r M040/F/CAT/OAJ $y CAMP?/E? / Cvr SLOT /N CAO/NL° r aormm 7v mdrmA /r dOrMA./ eNrley OF TC/6/NG Co",oUlT 22u BRANCH DUCT F L OOR 1 kE RESISTIVE ENCLOSURE 0 ---------- �/ALVES TO rCAC/C /TA TE co,VNE C riotir rp rael"rw AT NEW COLRr/D/.! (ltlrlOE COND, uAw1-r) /WTE?ICIC e E XTEi7�o/z of C49 iNFr SAC r/a N WrTri EPo KY �-iwr, Al T.S. C'ONC�NSlt/G. UN/7 (7YF,� _ -- 41q,�q r X�I `�—_y - N1, BED!?M �t�/, ®FD/?M ,. M, M M - L1U/�c/G L/6'lNG CCGa2 Md �9E0? M, 8EA32M ryl, BED?M '$ M. BEAM M. BEDr?M _ G/Vl,c/4 / C/WNG C/V /, & C/V/N4 C/V/A/G ! I i ., ' G r, j I, _.: pC N r l ��N ; - - / ®1- 0 �- _ m' 'o Dl�l/nc✓G b/N/SIG, / � " _ _ ; � i t---- _ j - ; Dll�l/NG 1. _ ��'f O/N/NCr /�t//�t/ � T O/N/.t/G Dlt/!NG ! QV' `7 ov- [ � _ `-- ---tj .. 5..>`i �?::-.j r_=:.. `.!'^--,y.�r i it i;.EkMi.lj l� j, .,r{ I� .�� - _ - - 1i(''�'�- fry( I 1 I�iTCNE'i� O, 0 C ! KiJrcN,r&l k/rcNE�v - r�+�C/TCflE/./ k/I CNE�/ K/NE'N 010 o ,u j � �`O?OOrN �DJZODM JT-' c I � 1, �� '�� j 8E02'bOM ., 6E0?bOM ED?oOM � eEL�?Oon� lCITCAlCtl - mok � N WACC r --- GORlGENS/NG UN/T ! /L. oor2 104 04" /Sr 7;V2U 12 471 0 OCEANA SOUTH It�.r FOR RADNOR / OCEANA 'CALF s� -�y00 I.n _ DATE z / STEBBINS 8k SCOT T ARCHITECT WEBB-CROUSE-TRUGLIO-PLANA5 F T PIERCE Ft ORtC _ CONSULTING ENGINEERS. INC 4557 PONCE DELEON BOULEVARD �('' /� �`�� 7 t SHEETT NC3 - - CORAL GABLES, FLORIDA 33146. 1 �IC/"�L FLQ�R7 ' �T �D �(�T~ F` %�C" i OF 11 . . �. � ,�' f �.�..�n.w_�.�.�,.__..� __..,___ .._,.__._ , .._..... -� FNo .� FAN 0 E�o FfiN 0C)v-/. Q av- 0 tin A 3 AN 0 ova 4FAk' 0 !7'Nrt— ooze /ON, FG, 7T�5' FL. 514,EET A.4,5ML 3� r81Ak e5,' 1O,ri? loxE ti Apr. a?yF2 - srN_c, Crrprc�G) ;Wo ,. ¢r*.'C, '.�i♦r'A /S{� - S'HE rr ME'T'AL DUcT NOTE SHEET 1\\,F— NL DUGS' NOT EZQUIR—Eti:�; - ----- -------- / I 1 folL ToiL-F-T SANUe---,T,�> a _w r6M14AIr sfir?, "0, 7 Also; Is K d x o2 R� xA�, tbw�v 1 E 2 COWAl C"7 %014 0 O EdCH c lUl AA� /D 61--X4A,* 0 2a� 9 0 o V- /0 , E SLAB' SUPPLY AIR DUCT DROP CEILING A/C UNIT r x 2" ANGLE SUPPORTS. PROVIDE VIBRATION ISOLATOI WATER HEATER FLOOR /C UNIT MOUNTING NO SCALE DOOR SUPPORT FRAME TAI INSULATE DAMPER SLEEVE INSIDE STUDS WHEN WALL IS CONSTRUCTED OF METAL OR WOODEN STUDS. INSULATION WHERE SPECIFIED 0 _,.. A. Ate.` 2"t 2"% 12BA. �'• a r ° . A ' ANGLES SEAL VAPOR - BARRIER TO WALL DAMPER IA 4A. SLEEVE I DUCT .A. DUCT FIRE DAMPER DETAIL NO SCALE 01 ►•. �� FIBERGLASS DUCT A. ®. 6„ 7. •a, "SLAB- a A - DRIVE PIN/ SM. STRAP `"SHEET METAL HANGER --i-' STRAP HANGER 18 GAGE S.M. / 18 GAGE SHEET METAL FRONT VIEW L FIBERGLASS DUCT TRAPEZE DUCT HANGER DETAIL NO SCALE t A/C` UNIT PLUG 3/4" PITCH a I> CONDENSATE RISER 1 r ` r I � TRAP DEPTH AS SHOWN OR HORIZONTAL RUN 2" AS REQUIRED MAKE INSULATED WITH PROPER SEAL AR MAF LE X (KlS,JI../aTE coNOEI1s/�TE i�i15�F�5 WHERE conlpENS/>.TI bN 6t1hY CSCGUIZ. ' CONDENSATE. CONNECTION TO A/C UNIT NO SCALE EXHAUST FAN BIRO GUARD FLASHING. C DMP. ROOFING ROOF EXHAUST AIR PLENUM. SIZE SAME AS ROOF OPENING. TYPIC& NO SCALE AM 4 ■l f-SOU ND CURB -SOUND TRAP ABACK, DRAFT DAMPER aiv TT 41 / ,-CEILING MANUAL RESET DUCT CHASE FIRESTAT y ,�e41J S C e►1 EbtJe: F- 1 SF-12 SERVING TOILETS DRYERS ELECT. VAULTS ELECT. VAULTS LOCATION ROOF ROOF ROOF ROOF DUTY EXHAUST EXHAUST SUPPLY EXHAUST CFM 650 1, 000 24oa 240o S.P. IN W. 0.00 0.00 3/11" 3/411 MOTOR HP 1/6 1/6 3/4 3/tL ELECT. CHARACT. 120/1/60 120/1/60 7-03/3/60 208/3/60 DRIVE BELT BELT BELT BELT MAX. R.P.M. 460 640 1190 1100 TYPE P.R.V. P.R.V. VEP'T SET VENT SET APPLICABLE NOTES 1,2,3,5,6, 1,2,3,4,,5,E 1,2,4,5,6,7 CONTROL SYSTEM CONT. OPERATION CONT. OPERATION CO:,:T. ')PERATION CONT. OPERATION MANUFACTURER PENN PENNMODEL SUFFALO BUFFALO MODEL DOMEX BB-45 DOMEX BB-45 B-VENT SET-300 8-VENT SET-300 APPLICABLE NOTES: NOTE: 1. BATH FANS. "GROAN" 60CFMG p.3" SP 1. FURNISHED WITH MOTOR RATED DISCONNECT SWITCH. COMPLETE W'/CHROME GRILLE AND DISCHARGE BACK DRAFT DAMPER. 2. INSTALL FIRESTAT TO DISCONNECT FAN. (TYPICAL ALL APT. TOIL FANS) NOTED 3. BACK DRAFT DAMPER AT FAN DISCHARGE WITH BIRD SCREEN.' AS E.F. ON 2. EF-6-PENN PLAN. DOMEX WX7-94, PERFORMANCE SAME AS ABOVE, 1/12 HP. 4. ADJUSTABLE PULLEYS AND AUTO BELT TIGHTNER. 5. WEATHERPROOF HOODS FOR MOTOR AND DRIVE. EF-�c GZFCFAI�'dFGK sP-/7, COivrGLETE �VICAORoMr GK � e9©D 6. VIBRATION ISOLATORS. 7. i BIRDSCREEN A/17 CONO/T/ON/,/Vy 3pG/T 5YSYe m 5Cti'E4u4E GROUP NO. .� . i1�2 /L�Q 3 S NOMINAL TONS FAN COIL UNIT: BLOWER: NOM. CFM (A) 700 000. 11100 :,B00 EST. EXT. S.P. IN. W. (B) 2 0.2 0.2 0.2 MOTOR H.P. (C) 1/8 1/4 13 1/2 COOLING CO -IL: - MIN. SENS. CAP. MBH (D)( 16.5 19.1 26.1 - 33.0 APPROX.-TOTALCAP. MBHl 17.1 21.6 27.9 43.0 MIN. FACE AREA, S.F. 1.6 '_'.nLl 2.52 3.6 AIR FILTER: MIN. AREA 1.7 ::•Z 2.7 5.S HEATING: STRIP HEATER, KW (E) 5.0 *5,p 7.5 10.0 CONDENSING UNIT (F): - TO MATCH COOLING COIL CAPACITY WITH 2 F SUCTION LINE LOSS, 950 F AMBIENT TEMP., 1300 FMAX CONDENSING TEMPERATURE. AND 370 F MIN. EVAPORATING TEMP. SHOW MATCHING CAPACITIES ON PERFORMANCE CURVES OR TABLES. MAX. F.L.A. (G) i3.0 2A.S 57.2 47,2. LIQUID/SUCTION LINE SIZE (U)_AS PER MFG. RECOMMENDATIONS. CARRIER FAN COIL A6010 4OA,60S4 40AAmO3o I 40F622D W/2$AfROeoo COND. U. I 3t6.W. $Se:K.oOL I so6d000S l3e-re ObO REFERENCE NOTES: (A)- ACTUAL CFM MAY BE 5% MORE OR LESS. (8) AIR FILTERS AND STRIP HEATERS NOT INCLUDED. (C) 120 OR 240 VOLTS, SINGLE PHASE, 24-VOLT CONTROL. SEE NOTE (J) - (D) ENTERING AIR = 759F DB. 63OF W.B. (E) ACTUAL CAPACITY. 240V. SINGLE PHASE,- STRIP HEATER SHALL BE INSTALLED INSIDE THE FAN COIL UNIT OR ATTHEFAN OUTLET WITH INTERNAL INSULATED ENCLOSURE AND SUITABLE ACCESS. PROVIDE -HI -LIMIT ANO cCC ^.'I"-_ TYPF FLC.'f :"TCHES. lNY_RLOCY, HEAT:=P. C'JNTACTO-S. CITH =AN_MOT. .. SEE NOTE. (J). (F) 240 VOLT, SINGLE PHASE, 24 VOLT CONTROL. SEE NOTE (J). (G) MAX. FOR SYSTEMI FAN COIL MOTOR PLUS COND. UNIT OR FAN COIL MOTOR PLUS ELECTRIC HEATER. (H) INSTALL CATCH=ALL FILTER DRYER AT LIQUID LINES. (J) UNITS I V IN GROUND FLOOR SHALL BE 208/1/60 AND 208/3/60 RESPECTIVELY. AUTO CONTROL SEQUENCE OF OPERATION APARTMENTS SPLIT SYSTEMS= ROOM THERMOSTAT, FURNISHED BY UNITS MANUFACTURER, WITH `01J-`UTU' r-AI: SWI-C)i.. AND 'COOL-OFF-HEAT'MANUAL CHANGEOVER SWITCH. ONE-STEP COOLING, ONE-STEP HEATING. FAN SWITCH: 'ON': FAN SHALL RUN CONTINUOUSLY. 'AUTO': FAN SHALL CYCLE WITH. THERMOSTAT IF CHANGEOVER SWITCH 'HEAT' OR 'COOL'. INTERLOCK CONDENSING UNIT AND ELECTRIC HEATER WITH INDOOR FAN. THEY SHALL NOT BE ENERGIZED UNLESS FAN IS RUNNING. 0 L :4557 ROUSE-TRUGLIO-PLANAS ONSULTING ENGINEERS. INC. PONCE DELEON BOULEVARD AL GABLES.-FLORIDA33146 OCEANA SOUTH I -� a FOR R ADNOR / OCEANA SCALE no"06 � ~ <2.A,. DATC /d- , STEBBINS a SCOTT---ARCHITEC'=T'S F T PIERCE FLORIDA SHEET NO DETA14. SGHED(JL E S AC_ 6 ClIF 5 M HPIIII�Iw r �S = � 1 1 17 -IN jt1 l J \ e If r , i TIf F- / COASTAL. '_ONSTAUCTION SF_Ti3ACK .A f i N 7 1 "I ... ... ..,._,... VA414T 0/4. `4LL�G� d7ea .,a+. r.m „,..a•,"... q-p:....: ,.. .,,a n'° r' sw'.,:s°;=-;,:�,"` >G s�+°r„�14.a''t:..: +� ,' °' v r./.r-�. ,. �, ", a,°u,.., 4, v s° „,. ;_. 2 aN .non r (..0 . �..,•'fr„s �,J / I - (1 p' }^AWwW/.�p /,{�isM✓�/,,/q'bN.a.�^y .,^. :epW . r ea ..bgam. tra. fs.w. J"_.. .:`,.r. r :„».- a'•✓,�._i Y�'V✓ (,C `.,A /4,I$ 55ySa" /(%/` s + r It 102 6 OG �OIV Tom: 7- ,.. 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II UTH IIIIIIIICONSULTING E'NGINEERS IWATER DISTRIBUTION IIItIIIL and IIIIIIIIIIAND LANA, &URVIE"YORS itIIIIItWASTEWATER COLLECTION. SYSTEM FT. PIERCE,FLORIDA IIII 1 � � .SEA nioTE r- i I --- -- /0, 45" /B 24 pYO.PlS �.�s.4N/TiP/'Y :�EOYc:4' f=ii.5'T /.n/ . _ -C^-,- 7- It'F�il,ic.t. lvi4,GL "B.'". G'C.LL;<1 1 zz Y v - ..�6-F 42'iJ r-i+/' � � II '-.a - o ... cN,-• SE,+N.�NT — ,Lr_ .i v - E.9C.�/ c'Gs3.> .a.5' ,. .. � per, 'R ~:' '['['A INC � SHALLOW MANHOLE ,zits7i - DEPTH OF LESS THAN 5 FT a w� STANDARD. MANHOLE MANHOLE WITH r. DEPTH 5 FT & MORE OUTSIDE DROP - Z•1Lr T'. t/;"T .r�L'T.'cti'. r c ,t L:- 6 L ..'-'e;`r' g } End - 'v W . � \., } +„ .- .! .ry .t€,e.-: 4:'s �t ':(AY" �, t ; i0'xG 'P,«: of � !F'.:NA n; !✓F °v I ? F . f ___I�°.. ....... _ r IIXI ir Y ' t - �;, v' S t S j lz f , A . y. r � , 1 { 5 TYPICAL SECTION �� » '; �.2 ' /• 3 GA.�' Srf.>�,>I': v.e.z� S"f'Fc 5.. - - - g w A r,..• r 5E'"- roe _ dEG GJW.. °�� - - _ - - .�.:._ JnLilld a 77 }_ P ir- I I L.+ LII1� IItoF ��••III{.?j1 a- Y dGGt_^.K ;TYr'-=.! k_... .--- -- _1_-_.__ _.,� .A.cr✓usraf+G �.- -- '. PLAN rs •_, rZf,E-TE:4' i'r'y[.'G T G'+cC' A:c;r �' t F� i.. _ .. � jjy` e:w,(�qY `t _ - ,.. _ _ , GATE /ri9L VE - ^• • - v' _ i Y T v 'd 9 k)� 7 �3 1 r F - �r1T � �r �.. ✓9G!_ l!i4G t/�'s � FiTT/NGS .. � ,_ ' <�. - - 4 _ Yo - Ca+sr /-Poi✓ ir!.'o<:' - I .I ,. .: :. , . II ` � O J' s I fry - .::.�i'v rs' .�E -�� ✓ t � ,.. % du •. : �;? � €' � A !y',�,',,e Y..., �t :_FEf- JYio% �;.WL :.'w-WTI' YAL_ VE \ .7"G> � � ! � ... ,,... -. � . <,_._....�_ .. ,._ f 9 ys F A S zad INC : z, �p{� p9y py » �V��lf�_ 1 CiV0.] _� ��k,bt lF�i� R e3 Ru . RIB METER VAULT WITH "WIT aN s . :, .. ,.,,«..�,o.�,..».e--...o. .,.,.-.`�,.-.,.F....<.-°...p.,...�,..., ... ..,, ,...w. .,-,u. w:•,.,». >..�..,... .., , .,._..,,..- ,,„,.,..„�., .�.,,....�...:,�,....«.�.».�,. y� .. �,.,,. .>a .. ....... ...... ....„..�, ,., ..�. i l ,,.� .. _.. ... .. ..- .m....�,m....�.,,�.,,-.,.�,..,..�».,�„,..a-t..,.-:,,>:....«..,.a...-...:,.�,...,,�,.,..>n,,..,.�..a:.-,�..«,.,z-,.�,..........:.,,,..-,.._.,.,.,:.,...»...-..,-».....»,.,,.,. _ i SET PUMPS /N FIELD IN PROPER RELATION TO COVER TO INSURE ACCURATE AL /GNMEIVT ^c '-ij'^C' RODS. ANCHOR PUMP DISCHARGE 2N TO SUMP FLOOR WITH APPROPRIATE I N SHIELDS AND GALVANIZED BOLTS. NO. 6- 6"0.C. BOTH WAYS - I - 6 -- -- I x s� X ADDITIONAL NO. 6 ON EACH -�- CORNER, 4 REOUIRED - _ _-1- 4" VENT - --t �- SLAB 3'-2" 3'- 2 1 PUMPING STATION TOP SLAB REINFORCING DETAIL Q OPENING cT Tea �L- PLAN VIEW �- 4" VENT -FINISH GRADE EL. 6.5-t 6 j TOP EL.= 7.00 2 TOP EL.=7.001 / � I __ v. - . q - " R I -Su U _ 23 e - t �{ O =I a 2 16 N I I N �� 2017 2� .. o 33 25 D o v b N0.5 AT 8 0. C. BOTH WAYS (TYP/CALJ AUXILIARY PUMP CONNECTION I lot PROVIDE KEY WAY AND WATER 14 I 38 - STOP AT ALL CONSTRUCT/ON I 42 31 2 ✓OINTs. �30 n i � n 8 16 -0 DIA: I'I � ----- --- PROVIDE ONE LENGTH OF ��- 2 O„ CAST IRON PIPE WITH 9 ! FERNCO NEOPRENE FL EX/BL E j O7 COUPLER y3. Q ! 30 F i 30 ALARM V. I I INEL. =-L00' FINISH GRADE START NO 'D - J'. T START NO.I i o N, �2 37 \ _a 21 -v STOP I & 2 j E._ ;` � SERVICE DETAIL �O /p LOCATION MAP GENERAL NOTES L RECEIVING MANHOLE 6'-0" INSIDE DIAMETER, PRECAST CONCRETE 26, PRECAST CONCRETE VAULT OR MASONRY BLOCK ✓A'JLT WITH (3750 P.S.I.) STRUCTURE WITH INTEGRALLY CAST CONCRETE BASE POURED 6" CAP NOTCHED FOR COVER. " SLAB, REINFORCEMENT OF BASE SLAB WELDED OR CONTINUOUS WITH WALL REINFORCEMENT, MINIMUM WALL THICKNESS TO BE 6" 27 1/4" ALUMINUM COVER, IN 2 PIECES -PROVIDE LIFTING HOLES. 2. FLYGT SUBMERSIBLE PUMP, MODEL 4"CP-3085 IMPELLER NO. 28' 3" DIA. ALUMINUM POLE, 9'�-0" LONG, 4'-0" BURIED, WITH GALV. 0LYGT ,ELECT SUBMERSIBLE MOTOR TO BE 2AH.P. , 1650 R.PPELLE NO. UNISTRUT P- 4000, FASTENED TO POLES WITH GALV. BOLTS. 60 CYCLE 220RIC MOTOR TO DELIVER I10 G.P.M. AT H SE,TDH29. 120/240 VOLTS, 60 CYCLE,3 PHASE,4 WIRE UNDERGROUND POWER SUPPLY. CONTRACTOR EXTEND TO SERVICE POINT, 3. FLYGT PUMP DISCHARGE FITTING. CONDUCTOR FOR CONNECTION BY POWER CO. 4. GUIDE BARS, 2 DIA: WROUGHT IRON PIPE. ( 4 REQ'D.) 30. 4 N0. 6 IN !-I/4" CONDUIT. 5, UPPER GUIDE HOLDERS. (2 REQ'D.) 6. PRECAST REINFORCED CONCRETE TOP SLAB WITH FRAME AND 31, SERVICE METER , FURNISHED BY POWER CO. AND INSTALLED COVER; COVER TO BE 30"X 48" ALUMINUM FLYGT. MODEL"C" BY CONTRACTOR. WITH STAINLESS STEEL HARDWARE AND HASP FOR LOCK. 32. 4 P.S.N. 60 AMP SWITCH, NEMA 3 R ENCLOSURE. FUSED AT AMPS. 7. LIFTING CHAIN FROM PUMP TO CHAIN HOOK. (STAINLESS STEEL) 33. 3/4" RIGID CARRIER CONDUIT FOR MOTOR CABLE CONDUCTORS, B. MERCURY SWITCH CONTROL 4 REQ'D.-FLYGT OR EQUAL(COMPLETE) 3 -NO. 10 TO EACH PUMP (2 REQ'D.) 9. N. A. 34. "EYS" SEAL FITTING. (2 REQ'D.) 35. PUMP LEADS FURNISHED BY MANUFACTURER TO RUN CONTIN- 10. PREFORMED HOLES 10" DIA. FOR INSTALLATION OF DISCHARGE UOUSLY TO CONTROL PANEL. APPROXIMATELY 40' EACH LEAD. PIPE. (2 REQID). JOINTS TO BE CAULKED. 36. 1- NO.8 IN 3/4".CONDUIT, GROUND. I1. OPENINGS FOR ELECTRICAL CONDUIT. DIA.TO BE I" LARGER 37. 3/4" DIA. X So- 0"GALV. STEEL GROUND ROD. THAN O.D. OF CONDUIT. % 38. HIGH LEVEL ALARM LIGHT WITH FLASHER., 12. SET MANHOLE ON MINIMUM 6 DRAINFIELD LIMEROCK BED. 39. EMERGENCY GENERATOR RECEPTACLE TO BE PYLE NATIONAL 13, CONCRETE FILLET. CATALOG 2RCH- 45C20-40SR, 4W",3POLE, 100 AMP WITH 14. 4 CLASS 125, CAST IRON PIPE FLANGED. SPRING RECEPTACLE CAP. 15. 4"- 90° CAST IRON ELBOW, FLANGED. 40. N. A. 16. 4" SPRING LOAD,CHECK VALVE. 17. 4" DEZURIK, SEMI - STEEL, BRONZE MOUNTED, RESILIENT FACED 41. 2 PADLOCKS TO FIT TYPE 'A' TOP HASP AS DESCRIBED IN PLUG, NON- LUBRICATED, ECCENTRIC PLUG VALVE, FLANGED. NOTE NO.6 AND 2 KEYS FOR EACH TO BE PROVIDED. 18. 4"X4"CAST IRON TEE, FLANGED. 42. NEMA 3R CONTROL PANEL (STAINLESS STEEL) 19. 4"CAST IRON SPOOL,FLANGED.CONTAINING THE FOLLOWING:' 20. NA. A. INTERIOR DUPLEX RECEPTACLE. B. ALARM BELL AND EXTERIOR SILENCER (HIGH LEVEL) C. ALARM FLASHING LIGHT -(HIGH LEVEL) 21." 4 CAST IRON 90° ELBOW, D. RUNNING TIME METERS, ONE FOR EACH PUMP 22. 4" C.I.P FLANGED X THREADED END E. FLOAT LEVEL LIGHTS 23. 4' KAMLOK OPEN 633-A C.I. ADAPTOR AND 634-BK DUST F. INDIVIDUAL MOTOR RUNNING LIGHTS CAP. H: EMERGENCY POWER INTERLOCK 24. SET CHECK VALVES & TEES ON CONCRETE PEDESTAL SUPPORTS. 25. 6" DRAINFIELD LIMEROCK BEDDING. cr 1 1 a SERVICE CALCULATIONS BOTTOM EL.=-5.50' 120 /240• VOLTS - 3 PHASE 4 W. NOTE ONE WATER SERVICE, W/HOSE BIB W/BACKFLOW PREV£NTOR OR VACUUM BREAKER SHALL BE NO. 4 _ 9"O.C. BOTH WAYS - -� p 2-PUMPS AT 2 0 H P EACH AT 6 0 = 12 DAMPS PROVIDED FOR CLEANING PURPOSES. AT MID DEPTH-- - _ -- - ;'" .uel ,b - _`.- CONTROLS AT 3:0 3 AMPS bcm� 2. c0 I2 d'c+ < e�p(�I Z _ 2 cC O Y G 15.0 AMPS 2 of 6.0 - 2.0 AMPS 17.0 AMPS TYPICAL SECTION (40 AMf .SE) .LIFT STATION -DETAIL OCEANA SOUTH CONDOMINIUMS C F S and TtS, INC. ' CONSULTI ENGI ERS AID )� LAND SURV YORSi o FORT PIERCE, FL RADA j Qe C 'DRAWN BY ,F DESIONED SYE,B,C, J06 N0: 79I - SCALENone DATE 10-4-79 1EET5 OF 8 . y �J I� g� % fit: ,ii�ilIs L-1 pffST ! Cc �i .sETdga�c � so- o, 8 l No�i,P�9.l7�NG' E�'ST cam" co.�srAG CQ,�ssT.�dcT/O�/ SET�� G/yam fig. 8 I�'IR 4 T 9 "P9s-s- 7? lR bow `yF rfli R� of ?04 Qc�� 3oj1 ��`` oR/y �2 ,P/� �,2 �Id G3 Q � "ems•_ �� c� 1' � .00' ► �� @;� �J� 5 (o• l �2?"a � ",tv� �' asp- � JJ - / j'� '��o.3y X (o•� 9i�B�, � 'Ile ! 19 QP 9" �E 91') LAiuOscA�E ,BE-2i19 ��SEE Sf/EE � pF 9J r .3'•-T,PiOi1/siT/DrV 9'O F� L/Sf/ / �< EG E t! ' Joo" Lkh� _ o s 2 , n �— EX/STING E.IX�E of Pi�VEivT — -- � ' t pw. .... .. a,�_ ..�-..em ..,..� -m. �-,aoe„ia.. + ... t.. ,,_,. xax+u.ra-• �v .,... ,,, ,.., ,. . _. -� ,laPc� G'UP8 FGUSf/ 14"16,AIENT /Th F/�f'6�LlEiYT .�ET�/L •� ,. ST. LUCIE COUNTY ENGINEERING DEPARTMENI b This document has been reviewed `,ry the Count Engineering Depertment and: - ❑ Is Approved ❑ Is Approved As Noted ❑ Is Not Approved ❑ Shall be Revised And Resubmitted Subject to the provisions of applicable County - Standards; should actual site conditions differ from those represented hereinany approvals hereon are null and void and c nst cct!on of improvements covered b, such approval snail cease until plans have been reapproved by the County Eng i-eec Approval does not rel c.•e the des,,vnp ,.,ringer of responsibility for oorreiaulr n of all (Malls. dinensions, and Conditions; nor tl�r s ifr here me c^�Ista,ctor from conforming to ,�, t 'ratoic C "nfy raquirennenhs _ unless so noted by Cou ,ty Ejona l_ By COUNT/ DO&KEM /. (4. BSA /illO.L.OTES EXISTING ELE/! Z_ �` iyai�ArEs .c�s.�iv cGEt: ,3 " c.o /N.D>c�9TES ,3" COiIIOEN,S�9lE .1�,P�/N 3'�PVYG /�/O/GATES 3".P/J/�/df/�'TE,P Lfi9l�,e G /SLA/U.D,S- C FS AND ASSOCIATE'S,/NC. OCEANA SOUTH I CONSULTING ENGINEERS and LAND SURVEYORS DRAINAGE PLAN FT. PIERCE,FLORIDA DESIGNED DRAWN DATE SCALE FILE NO. JOH NO. SHEET BC D F 1014179 / "= 30 r 79/0 2 6 of 8 r- 5 S�Q�1�1 G �C r - •!T�G7 �/.�✓G EAST c.�F �p�/STi,1G G'G2?/.TT.�Gic'T/Oil/ J'ET.�lPC.� �iiYE" r /VOTE.' ALL e� C�P/9/N/JGE EXGE�T E/YT,QA/l�'E crvc�r /s .�sc%�a��ro • TO' Tfr`E .QEAR OF Ti✓E •4U/G!J//VG , ST. LUCIE COUNTY ENGINEERING DEPARTMENT This document has been reviewed by the County 4 so. Engineering Department and: ❑ Is Approved PP ❑ Is Approved As Noted `' y i�Q ❑ Is Not Approved - ❑ Shall be. Revised And w Resubmitted 'Subject to the provisions of aPPlicable County SStandards; should actual site cond,tions differ from - / - those represented herein, any approvals hereon are . / null and void and construction of improvements covered by such approval shall cease until plans n have been reapproved by the County Engineer. Approval does not relieve the designing Engineer of responsibility for correlation of all details, dimensions, (� and conditions; nor does it relieve the constructor from conforming to applicable Cooney requirements unless so noted by County Engineer DATE COUNTY ENGINEER 1 � �,POU/C� -¢ "OF To��s'o/G • /N /!LL .oi9,Q,�/it/G LOT /SL/'� 3 ' O = VO`�i1 SfJTE IJ C�.9/N G /NE _ S 3 "" .Pl�1/L _ .3 '• .P/J//V /Nfi�TE.� � �A,OE,Q - .SEE SHEET 7 of � --�- .SEE f/�.Q/ZO/VTAG G'Gvt/T.eOG �2oF 9> ��.e 'f.L7O/T/ONfJG C F S AND ASSOCIATES./NC. CONSULTING ENGINEERS OCEANA SOUTH and LAND SURVEYORS DRA/NA GE PLAN FT. PIERCE,FLORIDA DESIGNEDT DRAWN DATE SCALE FILE NO. JOB NO. SHEET B C D F /O/4/79 / "= 30" 7910 2 7 of 8 0 I cam.+-r �; .. �.5//E/64E�t/T / I TYPICAL CURB DETAIL TYPICAL LANDSCAPE BERN SECTION /3' s I SG/BG.P.wOE ,4G TE✓'r�,9TG'" ai�,�J:yE�I�_ ".nr T" ,:_`��vs TiPvc TiO�/ LAKE BANK —CROSS SECT ION 4f o r j r T- /Bo ,72Z. / �4 7:>-,4G- _z- //c. s. c. AGC �`�STiiv� /mow o%ccc��POs9/vc�` rviTf! .ST Lt/c/E _ G:R'J..S'i' /,tryov G.E'.GTE USf. —r_. �' 4._ E3,✓J,PS / ,. __... � � ' !PE'T/cVL /NE' $A� ;�'�/9,P/ivG � z j Z X 2 ��2 „X //� " ANGLE /L✓/Ts/ ,j�� .,X / X.� ,. �8 1i L� % IJu.>G. .vo . /,3 �/ O.F' ECrI'// ✓ � 'i�- TYPICAL PARKING LOT CROSS SECTION - � 5' GOi✓G. COGG,oP /T�/�o. S� co�T T, __ �.m ,.�._ _ � � - '�.• I. N>:, �y';r .�iPECAST !c"'-+'B" /i"C�nC. G✓.4GG ,: y ,r __ �O: b.POUT /F P.PEci/ T T% ST. LUCIE-COUNTY ENGINEERING DEPARTMENT' /✓6? � �._-._� �fL'G%29G'NT �??.5E':, .�'t✓.1`3_a.,rc',�.C'.-��- ..�' ,_ �.:s�y ENTRANCE ROAD —CROSS SECTION / /1 - This document GEMENT-.51-�5"T�e^� n ✓ i has been reviewed by the Counttr - �, �. - 8 ' �'• / �o T/,� �STOE'.S - �✓O G/,ENE I f P o 1 <f _ _--1,,� �Jy Engineering Department and: ❑ Is Approved ❑ Is Approved As Noted / -- - --1 El is Not Approved ElShall be Revised And r4G7- — .� - 1 Resubmitted — _ iy Standards; shouldject to the rovisions actual siteof applicable rimer from _ _ `� pp Y those represented herein, an r sr„ E P rr ot+are H , null and void and Np YE.' >p�ECiG�ST cf+TG �/ ,Z3/OS/n/S - .I nts covered by such app r ++prcns — have been reapproved r nt+,,., < i 1 ,t.. .�5�®.PO✓.OG OF E�V6,�NEE�E'. c n - " F • T IM Approval does not r+ , r ;;: +. #+a rr of v - responsibility for c +.i tat , and conditions nor does it : < IW14'46 .5 10.O e-_r. "� �. _..! EJrorcl conforming to applicab! r ..,,ate rerr,nncs - ' /F CG.i�/G'. s-v.GGG-S APE t/5`E� ' �O .3 5" iPE' G�.9.E'S .++SiPPff Bess so noted by County En r r LONGJTUOINAL vO72f- CROSS r BY - - o v0 6G ®.ES Tc� 8� c v c c v� �a� r� 3-✓" SECTION °AT9 cnu SE C: 7pN __ N DETAIL REVISIONS CFS AND IA TE ,IAtC. OGEANA SOUTH CONSULTING ENGINE[ R s CONDOMINIUMS and - --- _ LAND SURVEYOR' DRAINAGE AILS FT. PIERCE,FLOMDA --- - �_ ' DE:31,NED DRAWN DATE. JY•Rr_.I" S Lr C i 0, S S /0 .. 4 7,9 /V` A, i N �T___.. _.._.�,...._ _ ,__. _...e. ._ _._._ �, ___.. _�... ._ _ �. _. _.____.__,. _ �. 4v g .� a ,... -. -m Rb%.Y6 YR`IATE.�. i .. .- r PDj' PAPFA�P�1 — A r 1,,r, c'r cA /rop oP vAP 4YET j 1 x rw �� S th �: H+�¢� y.:ed f x4 :71 u" iv + `49.AOE Y4JJmYY'-hT►$-O" l a 0 I -. 1 { I } I I _ =i ci :� _. _ _ � I "=—t - q� — I iIle -�ME _v 3 - + il--'L!1111 !,� l-iCJ� �, i -_._ -_ iTR...AS4 r:.R,. i_:>_L . �� aP„ eaiP - ._ ..- -______�__-. __-.____— _____._--_L--__-.—. d _.,_..___y__�� ,—_�1_._..__. _—__-- � x----`� e xu \ �� .-, ..Grc ouw+n k`.Lav or (:. ..G2bo¢ EY:Ev.� Aj'p i.� '9 Vo2wz ". V, to P'P tl b �u�o<3,. rc.'l'U. 4Wi* ic' b" (-`tL,wN J= APP'. (e o'- R„ f ._..._.._..-..._......,.....—......_.... AP•PROVFD BY, ay¢ ..._ .. UAYH: i 4iiatl PRi NTal3 Au B xoevar 4'- .+v<rmnT - eft h sx i .d ,..,.,ZAew ELM, Y: . e .. .. 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N S � __A7R F�ORT PIERCE FLICMCDA I is E �1 C� C' Q ,`Jp, (7) C b 8" ' I5-3 CFM F-A- a //' le ti SANITARY PIPING DIAGRAM HO SCALE n� i s ow h� I L) ,I m-FAlI6 I� jit t)foi0� O 0 s nn HIP P AL >'j1 i l�v Vtl WATER PIPING RISE NO SCALE ili 4 RECREATION BUILDING FOR 7Gk wrmwcrvaa arr , asw�x sxrw SDATPx� MX 4'&L4 �Y WEEB-CROUSE-TRUGLIO-PLANAS SS TEBBIN �' SCOTT, jARCHI (,.TES CONSULTING ENGINEER&: INC. FORT PIERCE , F' "o'YT IP., A 4.1357 PONCE DELEON BOULEVARD SECOND FLOOR CORAL GAFI FF.r, PLI-IitiDA 33146 AIC, UN 17 A- f(D \N P I c k FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS MOUNTING A E F Z G t I T i I <-D tJ t cl, C- 1 4 Co> fi I - F4�DT -�ICVV v4l\,'L- H FGZESC-(DL, ITCE W L'3 K M- . .. .... .. N 7 7 '-j r\ 7 \vv I -T H t f-4- G J f'Z V V V �j M TET-1- z O I a r-opmPiWATIS \N 7 7 Tm-E-I>"oNlF C-0 IhIl E.C. 70 TM-EV--'c;a E WOM - I m 5-N SN NP \,qp —#I VIA, TS W 1) TS*Z) a worz mArzjt,4E r )c�..pf=>rzcjjEo F li 14 wP REATION BUILCING FOR OCEANA SOUTH AS No f?i I DRAWN XV eY DATR RKVIOKD WEBB-CROUSE-TRUGLjo-PLANAR STEBBINS 6 A C. S COTT H j'T EC T�.,, FORT PIERCE FLORIC);6,, k CONSULTING EN GINEE"S INC. 4557 PONCE DELEON BOULEVAR- CORAL GABLES, FLORIDA 331,1 E [r, m m . rr- A OAt_L. o'- t1 �!V ST12{I' I-1772. 5EE R tSE2 b T I G —b '�•-� 6- O I , 6 I� M. IN I"& u- 11 DIMMEr2s L_UT20N N-1000 (I000a/. MAX.) " ti A.1-4.U. 5EE 215�2 SECOND ,FLOOR PLAN I/4,r,= If _ oil jjIFFLISEiG wr' 2A- 1(c: lei Ile as-1:E,1s 1-3 0 2 6O DE 4o TIME SWITCHES 'LI Zt9; iTiP�cdG� 24"87HW, CU-3lA IG j Nr' wIrLGcwAy. sTIZIP 147'/ -- 1 - IO. IcvJ, 24 uv, 1 q$ ZJ(o THVJ Ts GU- 3(411C'�G F. F? d L. CO , METER VET21F`( CXA.CT 1XATI01-4 iwL ® W/ OWN GM 0 F•P. dL_. 2- I " E.C._ TO ED . Y Y Z bo IN POOL- UwperZ:vj . LTS• 3" PJC SCNED• 40 vsFY Cx/�.G'T ENCh,SID 3° CONCf2E'CE L.O AT 1 OtsR G EN V EL.OPE � 2 0 �10Z CV FOR. GNP. G N D. FL. TO F, P. d L., vA.,ULT { 2"CL, c. >;TL-ja IJ a" I. 2uE.G. TO f \ N IjLDG -n GFOUNO ,C.I?>t y4.,p, G'.`�Rlp 4N. 21 5 SZE? EIS, T EAGN P.DO L, M OT'D fL.�/EYLIF�/ \`- ROD 3/4"P X IcI-o"L COP+F'RwELDI-.'-01 beLOw pIwl5WCo APPLICAISLE. OF 4 ?AP1,R- K- I LOGP.TIOwi FLooe OR OeADE AS 'F4CJf't. FU7U2rR F ..E,:; TRIG USE" A V T-04A, FL)51E SIZE 50IALL [3E 45 Di2Ecre- B/ rool Cat-17 Z.. POWER RISER DIAGRAM N.T.S. 61 2 oV , 1 RECREATION BUILDING FOR GICEANA SOUTH I� _ L {" Da 7' ' IwFEIB-CROUSE-TRUGLIO ��t_ANASS if cSCOTT, ARCHITECTS CONSULTING ENGINEERS r E�_9. i,CG , FLORIDA 4557 PONCE DELEON BOUT - �„°�' ' OOR CORAL GABLES, FLORID,'. ,I�,. R"Rw I I, I I I I I --I-,--,---,�-------�-��,-.---.-.---,-,�---�-,-"�-.,-,,.,-, 1-1 ------ 1_.__._____ I I , I I I I I - I, I I .. � �OWIWT � , � , I .C7 i 11 I . G R A D E , s c H i-", T111I "I I—' X.- ! -------7 __ ___ __ . . I . t,,� I TOP i REIN FORCEM ENT - " MAR ; SIZE 4 t. I TOP' , . � -Iff _� I- I I — __ 1. MARK ( SIZE- , , � I _ - _ - _� R E NA A I-� K � E. 1,-4)", RAf NOTP'S, . ELEV. TOPCONT BOTTOM !#3 STIRRUPS I -, --I I . ct t I E L E V� T �- , - , g � E�� C", " , � , , ,,,, - .1-1 I ___ . _� P, �7 T �, � - � - " 1 , r , I I I . �- �:� - 1_= , , J , I � , "� 5 � Y � �_�__ I I __ I I - I I I I w ;1l �� 4 _N l___„,_�,,.,_ , .�I �.TI.�.," I - , - , . I I I - I i � i - - G f5 1 _OL& , 8 i,, 1r." /Z -0ra C-*a e- ,Z�'4 " .: i n4 a uc�u'r I G5 15 _.� " f2,c fro* I M. I I *z1_ , I .- I " �_ _%*,", ",_', � ,-, -,'_�-F,:" NIC.kT I, T., I - I '. �_ , - �,_,,,, , : , ! I I r�' �?�v I I . STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, NIE-CHA I',AND ELECTRICAL DRAWING,:z ___ __ — , , ! ,__ __ I i -- - ----- ------ -- , __ - _ . .. .... , -1-1-1-11" ! ES I ALI P. 1�2. O& I 'I , � I I , , r�ln - , , ,,, - so, - :�': I T � H , BE I I 7 I I� ��, - T�` _6 �_z r � ;� w -1 .41- 68 to -57 _1111- ; 4!! 1 1'�!:::�, "' ,.r, - - &5 1z -,2-,4_" & ,c 1&', " ,Z-*ro - e- ��,-�,�_ - '. z ue-,_�-,, � 1,17 "r/117 i �� - I - _,,_ - __ __ ___ _____ - I CAL E EN CH T - _ A" ,.�p �� rolf �, I I I I ez - � � ,i�� , , , i -I , -,,, ,,, ; 1"p I , "II, __ ... --, _ : T � I I�,., --I , " �, .� �z , " . I , 'o ,-j --,-,."__", . I t, , —. I ___ , - - __ -, - ____, - , __ " _,______,____ _____2. THE CONTRACTOR SMLt VERIFY AL4-DIMIEVSION 1 2- - *1c . I -, - I , - � I � �� T, I I � I � � ,- � I I 1 '45" , 0 , Aro c C4".� 'rkA, � "� T � __T__�;__ - I - ----- I I - -I , '77-A "-- " !" " " ' :' -_ .", - I - . , (353 1 1 . 11 - 7 I -It ;�e .4-116- rl,�F�Tm cj5 17 t , . I - IV I - _�& : �_i_,,, � t7k__ I I � ,To- 6 g 4<0 2 2 1 I I : , '' �1'1';� 14 - * " I � ; . 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" a ,c /Zco 1 I 4? - (;1 ,z ooco dL f-44 � 1� r-L U OUT 1 6520 - 5,- V In I'I � , . 2_�* ,, I 1:� 4,- 1 I ABO __________ � ,'_� Is"' 4 ',�� I ", _� � p I�-- , GRADE; 21' COVER ON S E I . ____ - I Z) Pa Id JF �� —_ __ — - � � _11111 i E PS- ANT 3/4" COVER IN SLABS ABOVE - - I � I I I - 1'� -- - 1.11 ----,- ----1 ... ... � , � , , , - , - _____ ,11 I � i G TS ED. IT � 5 5 0 - (�, 1. 5 .6 '436, ,'2-*a I S-ko ,!� -1 -2 11� Tura'_ I - ,,, , *4 6, )=I te I*f t D- Epe e.rH . 65V 2 t-o" 10 ,4 lo,T� � T, 0 ,2 ,a ! -,-,�_ - ,4. c__c:,I I - I I- � 11 I � - %'4�� i I I I - _.- __ ___ _', T , - ___ " � - _ �. - __ - I . IelT I AM. LAP Am 1,"IDSPAN, I , - - ,__�_, -, " I 0 C 6'". F- , r_ I I : I . 4 � , -_ , I 65 '7 - 3�6" a A ia" � �,z - *co ,Z-*a � I � `Z�,_ 4 4, � , __ - _+_________1_____, ---.--- _______________ BOTTOM BARS SHALL BE LA TE I . 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PILE CAP DETAIL _.T- r i 4 ' .. ry _ (# R P'• ay l-,/' 4 K ez—k !ren,t4 r:;Afv *�: L„_X L'E,,'?'S�,QL M°i iV i..;'d r f C : ;fit r tx ( V � � I j{§ , _ y a t 4 t. 4_ i' a E7, - .✓ __ ,' Sri oo 6 � I G "CO LJ. C I%p j4 , TO Mai§i [F.) 4-'f`5 VEerj TYPICAL 4FOUNDATION TYPICAL COLUMN KEYWAY DETAIL SCALE: 3/4"= 1`-0 f 1,�44,)i- COLUMN 0 DETAIL K.L-jL OPPOSITE HAND SCALE: 3:8"= I'-O" t� dam' -. INS" -ro ar": �w.: `�� f=1La ar' P2 P2A �;' r Y 'S { 4.• i.r PILE GAF' DETAILS (P1.Fv) ALL- PILES ARE IOO TON CAPACITY (EXCEPT WHERE NOTED 55 TON ON DWG, S-1 ) (EXCEPT WHERE NOTED 140 TON ON DWGS-3) (PI.F)mPILING NOTE: _ !40 TON PILES SMALL HAVE 20' I` )N, SHAFT LENGTH 600 TON PILES SHALL HAVE 16 ` MiN, SHAFT LENGTH 73 OOEANA SOUTH I E-� FOR RADNOR !` c"DC ANC A SEAL F_ - - - -m_.._.eov 6,.....,.._........ ...... ... ...... ... 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Ln $ . c'„)e.'x' � E. i OBE�, N A SOUTH 157 .,,.. /� y—� p OCEANIA r o .. � FAR F� t�.f Ca . �.:_..a . ,....,...... ...e,. . ,� x . .,. h ... .. .. �. imp. :..y .. t'.... , ., s.. .... F <. } e Sfi� l mx V .... , ..`.. �.... ..� .. �4 n C _. ..' .. Y..: ....yyi v.S4. i.� n ,.... �. _. .i. A -..�, a ... .� -... .. � ... �..Y 1�..%i .,. � IYt� k : e :�".+m ...v .?vX i _�.. k. A� M. ,� ..,... ... -. � .. a rY1 , , ... 4-a i3i Y.. 1.. sw �A�, rf ..,�x � SCALE ^'xsM. ._ .�,, .. �, __.. n o.:.. . ,r::'Y3 ,� ,+ "�.:. ,... . , .r .^8� _ . ..e. e. c .. .. y. a ..." .. ,.. ... ,.:. :, -;. _. .., ...�.,..... .. �; ... �,d....__... ". �� al AP DATE IF TYP. SHEAR WALL FOUNDATION - 21 PILES .�.,, ,. �:� STEBBINS ek COT`T APCF (140 TON CAP.) dyy�5`"it " `} " sv"r,y v#✓ ka� �' wi �. kM{ . A _ .��._.�..�__.._ _�._, ,._...._., _ ... ,_...._. .. �.....,.....__. ,._..>... .� .. _.._ .. .. �'T FIERCE w ia» s St-dEAF=t WALL DET"A. �G a € ELEVATOR FO Rp"e$. 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