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HomeMy WebLinkAboutHibiscus By The Sea 54343•: �'� P 4� kl 0 gg i F R r �r '3 n ,'1M1{9 tUi An. r 1y�Y6', Sy y y Nun Bui { 5 � � O4f ft- :F 3° , Eli k S 1 I! �- BUILDING PLAN GROUND AND FIRST FLOOR, -� BUILDING PLAN 2ND THROUGH 9TH FLOOR - BUILDING PLAN LOTH FLOOR . AV TYPICAL UNIT "A" & 10TH FLR PEN Wig, I TYPICAL UNIT "81" AND .LOBBY PLAN -x ' .,WEST BUILDING ELEVATION 63�'i5€.3+2C9212j � A I EAST BUILDING ELEVATION }2 SOUTH BUILDING ELEVATION 47 jTnr, 25.Pz' shown A 13 B.0 I L D I N G S E C T 10 N tN ix}ss aa. A14 $,JEC TI0NS AND DETAILS A15 SECTIONS AND DETAILS Irltl+n,, ;56.98''6 t89-4�'st5otimz' A16 1/2" PLAN VIEW OF STAIRWE£. (0`'-: ,�; All 1/2" SECTION OF STAIRWELL A18 1/2' PLAN VIEW & SECTION OF ELEVATOR sJ „: A19 ROOF PLAN AND DETAILS u•f t a -...�� P1 FIRST FLOOR UNIT PLUMBING P2 2ND - lOTH FLR. PLUMBING PLAN TAx"= P3 ROOF PLUMBING PLAN sp ams.+. �� � P4 FIRST FLR. COMMON AREA PLUMBING PLAN i"20 " P5 UNIT "A" PLUMBING PLAN 3e_sr. •� P6 UNITS "B1" & "B2" PLUMBING PLANS .y — „ „ f P7 PLUMBING RISER DIAGRAMS Sam��x_ � ARCHITEC Octavio Oliufa 2052 S.W. I st. St• Miami,, Fla. 33135 FOR TTPPAPL�AP �' 141ado / t IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRIC- TIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY s�Ilw rro, r,+ JUN 16 1988 5ggF - A. t 1 ' REVISION NO. DATE nu A Cc RIy Project Site Plan A-1 1 = 40 -i' , �� Ln \U\ IN HIGH WATER EL. (2.02) 222.84' ATLANTIC OCEAN U z � v v� m� (j)w E a, Q L v W c � Z SCALE DRAWN BY G.A DATE 6-13-88 CHECKED BY G.A. DWG No 1-514-88 JOB No. 608 THIS DRAWING AND THE INFOR- MATION THEREON IS THE PROP- ERTY OF ARCHITECT/ENGINEER AND USE OF SUCH IS PROHIBITED WITHOUT WRITTEN CONSENT OF ARCHITECT/ENGINEER SHEET No. A-1 OF JUN �g�g APPROVED FOR CONSTRUCTION DATE REVISION-. SEAL f y 4 N jf •. 'r'h. yi k; f' J ; E Ww4'- s to reC 4` =0" from trunk, londscope ores eta! J xitom gross, or approved Londscooed oreas to be a .. v^ c t � � Tn , ;4 s SCALE a No. JOB No. 6 0 8 REVISION schedule 60 PVC. Y� 1 be r laterals shall be 6". head and pipe loCattVe on ructions« s ft° `t 9. tAl9teceive adequate unifor* ',`buildings or walks, all far Flar49� ades a y Plans" P rida, u.� S 4 W Y �{ r—) 11 V J f r a ,j � N t7i m � 8' 0 sae 711 tF �fi = R € '• � NEW", �ti>. ".. '. ^' 7. a , i it � y �. ✓€' i siii� i Y i�✓ Y µJ1 �i jl K�h;IO YLI 1 i'F Yf 1 i ki 4r��lak 5 ir�� 1 ( t k €4 its i i � t � r��� Ir�x . ',�„:ly '� s ��Ni. i;✓' �" piss i , ,r�'i' +.+7, y� mixsi �j '4s Mr. Joe Klostermann i P` Community Administration Building e' 5 t if ✓' 2300 Virginia Ave. Room 201, Ft. Pierce, FL 34982-5652 �� h� i � •i i l i µ'� a p ' Re: Hibiscus-By-The-Seafi' r: N. Hutchinson Islandr�z � "R m � ✓ P � � it ��� w � E � du, - �§ t R.y, - � �i 4, < Dear Mr. Klostermann In your review of the plans submitted £or the above' -referenced pro3ee r please disregard the building labels and setbacks shown on our company's Drawing #A-1; Sheet #2 of the civil engineering drawings, prepared by Culpepper and Terpening has the setbacks and building designations as currently proposed. Please excuse the conflict between these drawings, if you have any questions, feel free to contact Butch Terpening or myself��+ �tf✓ �� T� i�,l G � � ,' + �r t,✓Eml rl �I iuiy E a3k it ,A it i �iiirv2 i�.ti(411 i° �� s: + :Yours truly }'�,�[g��k���ft°�Cz, iri ,Gi �f,i +'� Ir�;ls r i�✓ ,� ',�{1-- ti �r�7�� � ��i � �'s�" ' i E)Ui. � A 6 E DESI �q IiaFiiJ a• bd, � �'" '� ,�'�,'ri �i & k 8k!�`f 1 :. i � '� i�; �fYl��l ir'I '�i w+1 ri G r on Am o, A.I.A. Pr Sident t y �{i6 b� '! 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'�" � n,l� I � 9- "I C - � � � I t, : � " ", I � � � I A n it-, I US M�C : ti I M _____�' n >"j, , I 1 � _�� mrs, Inc. I 61 � I I I ,�_Ip,-," �,�,V�_ #Lcksonvitte ,, � � _: i L ­ TV 8-10-88: � 1�i`� \ I � ____ - �ii - 11, � " I I 0 W ­,� I I I I I � " I 01 I � ,-J % X", I I , 1� I I I . f i if `K & E 10-7155 IREVI JL DESCRIPTION _' m r I DI-TRI L @ E CT ► 01�! COOL. LINE 8 WALL BY DURFH- STRc= 2t'- 8' T. o. SPAtJOREL eEAA t Adk I S'- 3 , T. 0. 4" CUP6 I i'- 5 l T_O. I t�TER mE0I LEV E'_ -7'- II 1, T: O. 4" CURE' 4'- 91, `r. O _ Fb'f Ki. IWG ^IiI JT 1�1II B sECTIOP,1 1 �0 11�2 T. O. 2" D.T. C COL- LINE DURA - STRESS, INC. PO BOX 779, LEESBURG, FLA. PH. (904) 787-1422 PROJECT: R18*4 LrS sY 7l4S sea PARKIWc '-'STRUCTJRF ADDRESS: rAU-rCHINSC(4 ,S�AMD ST.wCle IFS. ARCHITECT: A_4 e. IC�/J, WC - CONTRACTOR: MA-T+evJS croFu>. G, DESCRIPTION DATE I BY I CHK. DRAWN: " APPROVED: I JOB NO. CHECKED: SHEET NO. DATE: 1 I; I OF ^h :'�� :DAFT _ U ' � � _ l . _ �� i v.. t._ e ? u � a V z 1, t Tx. I " , 4 l 'Via.01 VVVV ,V ---- -- 4 vg;a NVOW11 I.- pw, TI t AW "M.53 '�n g '11", I V� %`W` 4. 4, AA, 4a-�T Y "MMI, Fv PR A -, T frv�',a' 39 AA , M01t nmg �M9-1f l�ft� 110MAEL1 JOB No. 4, A"M -2 '2, M, ��umg ne —1171 '4 -T .. . . ..... W -,T"f Vt, '7�, TV 7 Vel, - Oil? 7 WMQg?, Jt�, rV�, V "0" nNmm� 'R Z w— R"?"M ,,2-T iKiO,.`,,�� &, rT tit , WE IM, J.s 7, �t 2 o. ,. � t s Y Y"n a4 `!ice wy x _ �,w: ,.- ,... _�.i�:.. < .., - �-,� . .. .. 4:� `` .: , x .. M.� � . -°.f. :s , .-��«--a'a •a.,. , .. , ��re ,.» ...xa..,x.,>.m....A,x•..u...® .. .. �,.�,.. .. `}a�w .. .. £ ,.. "s "fl���ti �w / ���f • �a �NS'� s ti s 4 -i- <x x n v m x • p 1 DRAWN BY DATE CHECKED BY DWG No. JOB No. 'DRAWING AND THE INFOR- MATION THEREON IS THE PROP - 'A', 1 ERTY OF ARCHITECT/ENGINEER, AND USE OF SUCH IS PROHIS ,�.. - WITHOUT WRITTEN CONSENT ARCHITECTiENGINEER I SHEET No. i Sm3 OF 6 SEAL .. ,. ,;. ,. ..' 5 ,.., i # .w+, i{s •, ,.x. r. � "' as �tx, ,t };' .. ,. �"'��t". it's-u4, 'Esk'.. � ' - -k -., •'. , 5'�w a,?t$+,.�'g tr t.'P''v#' c. tt""'� .: � t9�,n���" �`, ;`f-. $ ob�`x- a��,,•?s�*' a � ,.a' ,3M1, > ,:. s�'# r . ti'--; � .. Y r'z .. F:n:.. ., a {4, � �a fit"•. '�- � � # ' S"aN � � � �„��,' A txp`f' �. �!' .d:t'?+, 9.�,.§�: h„ .a ,�, x „w, ,ti=. .� : � . •.> ;-,. . . LIMITS OF MANSA (SEE AROiiL DRAMA .. ` E -E ®=■ �a'•.-?u � 5 � -. S.C3 �`:� �k ti �F'"S�t I� � '� a'�w • S Sx�''� '�'� - , Lam 1 o 1 �x =� 5 ti '� e �tj k 'a' f xxtt. < )� Nj. di 0s OWN & d - IMF= DATE CHECKED BY DWG No. igin 1(\B No. L II �I F Cka.z .u.•✓ 'ST�*, `�a' `sc.� ._ s�V�Jllli '.. NO. +/—O'—O" 10 X 18/10 GB-1 )X2( 2 # 7 2 # 5 i4 r� wx,Tiix 1.�ww'�. w`} r-k' p/S k''4. qkmw ^.�(£M"' k4 'YU'Y`"d ttP'Sm,4± i?i N _ 'y?>pri3t a �3 i �• = NOTED IN `BEAM SCf#-- A PROVIDE ENCLOSURE TIES AT DISCONTINUOUS END; SEE DETAIL BELOW. B CONTINUE TOP AND BOTTOM REINFORCING THRU SPAN OF ADJACENT BEA C CONTINUE BOTTOM REINFORCING TO 1/4 SPAN OF ADJACENT BEAM. D HOOK TOP AND BOTTOM REINFORCING HORIZONTALLY INTO ADJOI PERPENDICULAR BEAM. WHERE BEAM IS WIDER THAN ADJOINING BEAM, HO ONTI .. BARS IN FAR FACE OF COLUMN. WHERE BEAM ELEVATION IS HIGHER THAN ADJ(KNIyG �� 1N FAR FACE OF COLUMN. ,'` ONGITUDINAL BARS ACCORDING D G ;BEAM REINFORCING' DETAIL FOR B OVER 30" ----- REINFORCING IN TWO LAYERS; SECOND LA TO BE LO a., R ABOVE BOTTOM LAYER AND LENGTH SH CENTERED IN MID —SPAN OF BEAM. T " BAR REINF G IN TWO LAYERS; SECOND a; J SEE SECTION OF JOIST LEDGE FOR ADDITIONAL REINFORCING. F BEAM SHALL HAVE ADDED REINFORCI DING TO 'REQURREi% o- LONGITUDINAL ADDED BEAM REINFTAIL ON THIS SH� mm� MULTIPLY 'T' VALUES BY 1.18 WHEN SAND a a G E N E R R L N O HEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF B NOTED. STIRRUPS SHALL BE TYPE 'S—G' & HOOPS TYPE 'T-2'(CRSI'TYP. NDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH T S FROM ADJACENT BEAMS. AMS WITH PREFIX 'TB' SHALL BE POURED ON BLOCK MASONRY=f OTHERS PRIOR TO PLACEMENT OF BLOCK. BEAM G SHALL BE CONTINUOUS THRU ' A MINIMUM )F` AR DIAMETERS.}"` L TIE BE R CING SHALL EXTEND INTO ADJACENT ACCORDING TO ?BEAM TO WALL' DETAIL O ` N THIS SHEET. s OP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW OR DO 28"—AND ADD 2#5 BOTTOM IF DROP EXCEEDS 8". ULED TIE BEAM DEPTHS ARE MINIMUM AND MAY BE INCR MASONRY. �ADDED'LONGITUDINAL BEAM REINF'G.SHALL EXTEND 6 (MtN�¢4 K "C" IN 'REINFORCING, EN TWO BEAMS INDICATES M':REINFORCING THRU TH D HEAVY VERTIC RATES GROUPS OF CONTINUOUS B L BOTT. BAR LONGITUDINAL BEAM REINF'G (SEE'REO'D LONGITUDINAL ADDED BEAM FORCING' NOTE THIS SHEET) w B-14 vill s F T �, tk . qv1 st%g } h 4 y 3� d'dr r �3µ h4 P i't .Y t�. k+^-ix } tiR-i '' " T 4 �f{ 3 'tee` , " R i 4`.�` ./'r N6 Nt`4xF'-4 aw i:=S. 4Y'=` §"' shY' £-`- S. x"-*"r RM `- AN i+`Tsy #+E�� - r ,g.. v'S�"f-+s L..�r.` �' F1-- I �� 1 ���`�`'i'e" ,z .x: � `erg+"'. ,� • ��`+� +r _ rt il rt k s .. • } '.. .,':.� ' .. 3r "-.. '' ems- t .- ` ^.,r .,..., : " ,.- - .-: .: ; � -t �' ` .'a� '..�:_#`,�xlt.a� „�f� k 10 ,0 `HORIZONTIk 'LEGS AT WALL ENDS ,ads I_ DATE p t CHECKED BY DWG No. JOB No. THIS DRAWING AND THE INS MATION THEREON IS THE PR ERTY OF ARCHITECTIENGINE AND USE OF SUCH IS PROHIBIT WITHOUT WRITTEN CONSENT 0 AREA # 5 TOP ON PLAT RNERAL `k"W The drawings are intended to show the general arrangement, design and extent of the work and are partly diagrammatic. They are not intended to be scaled for roughing -in measurements, or to serve as shop drawings or portions thereo_ All details and 0 one a own on e r wings are intended to be typical and shall be construed to apply to any similar situation sewhere on the project, except where a different detail is shown.,,­11''_ e contractor and all subcontractors shall verify all grades, lines, levels, conditions and dimensions at the job site and as on the drawings'. They shall report any errors or inconsistencies in the abo su bcontractors 0 to the Architect/Engineer before commencing work. The contractor and subcontractors shall lay out their work from established reference points and be responsible for all lines, elevations an d asseurei connection with their world ments If any errors or omissions appear in the drawings, specifications other documents, the contractor such omissions or errors prior appears in question. In the event of the contractor's failing to give such notice, he shall be held responsible for the results of any such errors or omissions and the cost of rectifying the same) The contractor shall use the structural drawings togeth -with I'll t , h , e architectural, mechanical, and electrical drawings to locate depre slabs, slopes, drains, outlets, recesses, openings, reglets, bo setting, sleeves, dimensions etc. Potential conflicts shall be transmitted to the Architect/Engineer before proceeding with the work.'"' Submit one sepia and one print ofshop drawings for Architect/Engineer,,, review before starting fabrication. There is a period of 7 days for review plus time for redrawing of corrected items. No shop drawings shall be submitted for architect/engineer review unti after they have been reviewed and noted for construction method, dimensioning and other trade requirements by the contractor and stamps, 'With the contractor's approval seal. Engineer assumes no responsi- bility tor dimensions, quantities, errors or omissions as a result Necking and reviewing any shop drawings. Any errors or omissions must' e made good by contractor, irrespective of receipt, checking or review f drawings by engineer and even though work is done in accordance with -such drawings. the building contractor shall be responsible for the erection and safe stability of the frame until the structural system is completed capable of resisting all design forces. ake adequate provisions for erection stresses and for sufficient temporary bracing to keep the structural system plumb and in true alignment until completion, including all the elements which are a ,part of the wind resisting system. Erection operations, including the: I installation of temporary shoring, shall be carried out without loadin ortions of the structural frame and non-structural construction in excess of their safe load carrying capacity. Where the load capacity 'of the structure may be exceeded, shore constructed portions of the structure, as required, to Positive foundation supports. The general ybontractor shall be responsible for verifying all dimensions in the "field. Any inspections by the engineer are in the form of random bampling quality control only and do not relieve the general contract from his responsibility of building according to the reviewed drawingst SIGN SUPERIMPOSED WORKING LOADS: (U.O.N.) Roof ------ Live load = 30 psf Floor ------ Live load Dead load = 15 psf Dead load Net Uplift Wind load = 31 psf for penthouse metal ro 9CRETE: Unless otherwise called for in specifications or drawings,� concre -,work shall conform to all requirements and recommendations of Cl 301-84(85) "Specification for Structural Concrete for Building s. oncrete to be a mix designed in accordance with ASTM C94-86a, and a trength as stated below, at 28 days, with a plastic and workable mix. certificate of manufacturer's mix and strength is to be provided. No ester to be added after truck leaves plant wit out approval of Engineer- r Plant Engineer. Plant control is required-' 'Maximum mix time at A 11t. -,Qf 0-sit lit 90 minute a for she 3000 psi for all other concrete. ORCING `pale to be Ae t_ 6 m oil, loose and loose rust and bent, lapped, placed, supported and fastened ccording to the "ACI Detailing Manual" (SP-66) and the "Building Code quirements for Reinforced Concrete" (ACI 318-83). Shop drawings shall submitted for review. Welded wire mesh shall conform to ASTM A185-85. MORK: The design, erection and removal of formwork including shoring shall meet the specifications of ACI 301-84 and the recommendations of . ACI 347-78. Formwork to the soffits of elevated structural elementW­11.. tch as beams, joists and slabs shall not be removed until the supported ncrete has reaohod at least two-thirds of its r, a i Q_. conlpl,eh :UCTURAL S 91,11111, Shall $ wi ekes ... �Shapes, a w and Andhor Bolts (A36-84 Pipes (A501-84) Tubes (A500-84, GRADE B) Machine Bolts (A325-86a) Welds (AWS A5. 1, E-70XX ELECTRODE _n ,i- W ot Steel to receive shop costs and field touch-up of paint in accordance with "SSPC Specifications." All welding, shop fabricationandshop painting shall conform to the the "AISC Specifications, Editio for the design , fabrication and erection of struct "Jor buildings. Shop drawings shall be submitt irev HT -GAGE STRUCTURAL STEEL: All members shall be cold force fr ga vdnlz eet g! ng the requirements of ASTM A446-85 Grade A with e''Inimum as of 33000 psi for 18 gage and lighter and ASTM A446-85, a minimum yield stress of 50000 psi for 16 gage and hea zing shall comply with ASTM A525-86, G60 coating. Welding s to AWS D1.3-80 utilizing E60xx or E70xx electrodes. Shopeluding, details of fastening of complapnts shall be submitted for review prior to commencement of fabric.&tJftand installation. M_ raAhl P—M aQ A Cut sh is [T I A 111Z ago 1 F VON` Will MQns oil W w A we If vr IN Say l . . . .. . . 2 wo iN - lL_ �fl V Tin -4-2 1 _07 Q My ":v'l,,, Ot aiN�,N I vil MIM 1g,w W-1 JV­�� -,'k ;V_ ­t, I I - � — ?0& �4-MP� MW Vcdv. ". w ".�111 'WAR11:411" 'a, lusts 'Ilx A , t "Nt of, YY nf,T. AI Wzy 10 flk"n, AM VOW AS t-'aur. W 711� Vll-,, ll &J ja Aw"N' Nov -.&Y. 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A, kl Z'fl� fl, jW"') �A%, �.s �Jze_ A's lI,lp 'ofrlI,;F'v-"`­ �o Na"; 11 IF In? 4f, in in nq F, IF 14 7, 'n, g, R., P A IF FIF g, if s) Elk. Fs �4,�;,,; I ` pg"-ii f, MOM IF L In, F_- &,pjj'L, w IF , 7i� 'IF F, Z'sn I ilr F,,, -. , I T"'. - .1. , I -, � l" � ,I IF I III I ­1if" , IFII -fl­;Ifs� No .... ..... .. I's I I IF F111 11 I_ vFFF IF F W, IF F nfIF IF I nf, iFn, IF - , , w it, I I iv , -1 , I � -,IF F" F�, ,Ftt�w� "Fl-lFi, Ill FiF I, IF f IF f I F lF, PllfrzF "T, Is, IF F I ikc ` 6_ IAgim,la `" 1' .�..•;„ of WALL INCANDESCENT FT%`I1R2F:, 1001q. S` STNGLE Intz SWPICII, 20A, 277 V. IVORY, O CI13. MAXINAJFL 511i S(:NEU mL WITH MWVlti, MUNP 48" A.F.P. _ FIUO FL 317!11H FI)MAW, SEE SCIMI II,E I'M Si 111TtBE WAY SM'Mfl, 20A, 277 V., IVORY„ lxl=l1T'FIIm WPM PLACE MUIP 48" A.F.F. Frf PX TSC-19'+ITS77FIP, 48'", i F�MC:W I'49111z ,ImwR 3iM'mw, 100 w, Inoww-gown law&, n)VUrIM IN CMG./WALL (12 UNDEII CAIIINRr WI'Ill I'llm MOM ' 48" A.F.F. �1 tJ11LL F0(L'i' Y1tAN', INC., W1111 Ulft[4 I'. s4. FOUR IJAY IWIT01, 20 A.,277 V, IVORY, ($ CW1 TIi1tGN1" Isi ItQ'U. UN1V[7t$AI. J WI•Iil CYNL72, RMTP 48" A.P.F. _ RNI-I.172Y iW'K(ll MIT MGM, 211 ffItS. EYIN KSWAY', SAME ASSINGNE 170I.1; 13UT �i WALL CW. FYJUNf•L'A3 S^ KUY ()PHINITI) [N•[ 1'nl Y IW:KUP SM7A' CYMA'AINBD 131%,RGFN, 11191 I30`I1UN, 'WI.1CIIj COMROLL17i, RA'r1a; Imo LIC,Irr FI mIRL: tJNd, MOUNlvj) AS PER I W)W)LM 48" A.F.F. t.,a nl tXNTXXNt FtLXN) T.ICIrr FWA15i W1111 IJP. U(SCl)NN I SAFEIT 94I1X11, RYPTNC: AS C1)NM.x1YON IX)Xs RLi'F�2�lV SCIII-uut NrY11I) IN PLANS, GI'd•IUU, DL7rY _ I.IGIrrTN; 0171111 CY)NNFC114) 10 IM3•.I2CInN FG.ISiI MOIR IT ), 1UP Of' PANEL SYSYS'tY FGJORI•SiCINr OR SNlAFRN'•NI' REUM 72 A.F.F. 11IM;K LI(arr, L w—mi A! PI:R SCRLF -^��• MRU, SURFACE mn)., 1UP OF PANE[, OtEFi7L 1U :1Ci117wrAi __ _PAN171 - BMIM 7' A.F.P. E1 PANIiIAXAARI), 480/277 VOUM,, 1UF OF PANEL WA[A IUN'r lflt4 IX)%, (S)NL[:Aia ^� (7) C(C WL'MI 1NATlK(-UV7:0{- - - - BIA/XJ 72" A. F.F _ _�'-SM Ti RTIVE AIM P.., 120V A.O., 2; 0 AP`11 . d <xMRxj i"i' III1N CI)NC1ALi7) 1N Cf.G., WADS, RC%RN IJ At ,A1Y W111( [tA14, NINIMJM1t 'S IIASII ARIII "Ifs"I m., WIR1S Q IXIPII X RMXI1"t-M-M, 120 V.A.C.20 AMPS _- � ( IMMI1 WIN UM)I:I2GR(XIN0 OR 11"11-lt STAR, '." MXJNL Il AFF, 1V1R2Y W1111 1'I.A31i m NImutI s LF. _ ,h IXtt'LI-TJ( PR71iP1-ACMd, 120V.A.C., 20 NIPS .�-CTMATIP FRf�IK, T.lGIiC PIX'IURfSr N Lmm( -WY MDMIr NXWE MR-N'ER 1N RACMPIASII '� CUM1201, OF SNIL WALL. 51,111 ;IT G Iffl) FAUIX 11t(Y1WI1'I) Itix I'TI'nCta?, 120 C(N➢wIF RITN 1y(1X15f•]) IN IRJFINISIII7) ARFnS V.A.C., 20MPS, IVORY W/CC)VI'li Pl ArE 1r SMOH-1; ARE NUNI R OF MBIZ SAIJ.1111 Wiltii fxJl'LiX IiEC}7rPAC[a3, 11N' PNYr MNINJPC IR74F.lit1N, N2{iCXVN ME NI-Ml 2 OF _© SWIlillMi), MAIM12 AFF, LVIMY W/1 IA'03 ,,,.ri ,/'� cmali7S' 'ID mwl. _ SPIiX,IAI, 11RUU F 121X.I:Prn(1I 240V,n C., FfA7t1{tiA (S)NDUI1 IISE LIQL1717P11E FOR ANY 1(f,. RNrit : All" Fjpt tjp 34S NlIfY7): _ -, WI A(1 �IUU1'ION, k" M1 N.IMiJa1 SI7,E Firx)R IOX,TPPACIA IYIPTJ'D( 20 AMPS tN C1)Nwl'P 'iTIRMM UP, 5N13 UP • n CYxW R1 1 :/WA1Y ai 'PIGITI' BOX COVM 1U /•� C(lNwr'P 'IUI2MM U(7+R•1, S1L)P IXxJN FVVIC.11 RI)OR FINtal, ' -- Kun-VII), Im n1 TS Pest SAT ., le OT FIRe MAIM COMIM CAINNcr; K)UNr SO 1•YXMr M.1 NU't1%) IN P[.!{PiS 1OP IS ISI )CM 72" AFF, FL.LI.SII OR SURFACR `( - WL'71171F RPi2(Y)F RIXT.PCM-LC fSw1D 1{AVE FIRE A6Ai P1 1'U[d SI'/i PION, FC3lMrP 60" T[-1' _ ®p G-F I IF SIVYFRAS _ '11"11PIIOM VAIJ OUt1AT, f3DX PrARCFR _. -- -- FIRE MAIM MAIN S'712013T; LIGIN• (x"BINA'ri(MI 111.W AND I1R7lOLIC ORM, I2 AI"F 1'li-I WAIJ, 1,111)i 80" A.F.F 1111'113KY)m (x rC1A C "% M n-ii cl1R'MH. -T FIRE AIAMI S110111 I Mirl', hxwNI' IN MI.. VIVIFY W1111 SU{ P{ IM -. 1'i11i: M[.MIiM TNFAkJCi MICAt PAN , FM"I' SO Iri/X%R T.11 (1XNR (w11,KI _Id T WA't471/_ _- pp. CDWI?117,'T•I(-,TIC WX,. C'OVDT IT) M IMI FUX)R (Mill'IQP IS DETAtd 72 A.N.C. 0 IONiZA'FIONN�I i1 K71UELLxJIRIC P SM)KE (VJi 'I1l IVC5Illtl (XtI LFI' CA[il .I./N711IJtJn. (XflI CI', DOX [ IdvS'fDi Itt1� ACID CC)VI7tL12" A L I°. O1.3,1x-1I)Tt M)NP IN COG. -- �_— _ 'IY?[dN1 to LYlUSFMINF, N1P, DfXx7U672, CPC P i IwCP „MOICi. DL I'f•X-9[N2 W('ITI SNIPLLNG 7VDI5 ry VIi{i1lY SIZE AFIIJ IJX71'1'tON FYXINT A UIRIX71'LU 13Y MWIi I)MVS. MM i3l'IJ OR 11077ER, PfttPJIDl7) WT't11 STEP II fR:A•P IAMDi IUR„ FXX3Nr IN CLC. sl-z RISM IXJMJ LRADtx L %Mllt A., ItP.011f ltl7). R7R NSCRIFI'I(M - C1[x1C OUR131% Mx.1NP R- A A.i .F., 2()V11) `T10Kr 11Rc MAPER—i3Y (7n872S. IXi7riDrNn9'1 SP UM, CI:OCK RVC:EPi'MC1,E AN) O(MMN WPM M13M. DRAMS. -- _ FVYWM:7['TC C'MrACIOR, KNUR (-VNt4M3Id.l7i, _� SPRINKLITIt FTfW SWf1C1i, 13Y (NIIIIiS, REFER ® SIM AS PFYd PI.NJ:;,. 'IU FIRE SPRIN I&R DRAWS. SM-71m, SIZE AS SPFAJIF'I@i) T U 'I'IHPIIi S1J. lul, fly (7f111725, Rlil.l°N '10D MIY_IVWICN. DRAWIN::.S 1-D(IW1.9P FAN, 1Y _G11f:1iS, REPF71 -• MIX11. - FIRE SI'CAKFM FOR VOICE X:MVn 1 Y51'FM DRAWIN(S. _—I �T TIMG SW I'IT'l1, 2 IY)LIi, A:r11N) DIAL, 40 I'IAY'IT2(x V)(hll:I'LC' IR)ra) OPI-N IN VICII, M('I'I IAA , .°� N•ll'S. - 'ICU Itlf'A>l. I;( FMIZ MAM rk)VI N5 Pd)I). SCALE! - L0000t vl w. w M. (;s r 4 ra �, a 4 ' X Y� Y � 5 Sa. 'x' � �•�l , 5' V. s u ik � U z m rr `� `v c c •o c � v q 3 C� �h 4 9,pp ". { SCALE DRAWN BY ._ DATE <�•/fie*� n CHECKED BY DWG No. JOB No. (, , ,€ THIS DRAWING AND THE iNFOR- "' -- MATION THEREON IS THE PROP- ERTY OF ARCHITECT/ENGINEER AND USE OF SUCH IS PROHIBITED WITHOUT WRITTEN CONSENT OF ARCHITECT/ENGINEER SHEET No. SEAL. �a LIGHT FIX U C`HM LE 7V E DESCRIPTION SE=ION VOLTS MOUNTING LAMPS REMAP.KS i A DOWNLIGHT, ALZAK REFLECTOR I PROGRESS P6714-22/P11TG 120 RECESSED 1-100 A-19 FLUORESCENT RECESSED, DRYWALL B TRIM 1x4' ACRYLIC TENS —1 —n R RECESSED 2-F40CW C UOR£SCFNT WRAPAROUPPJ, 1x4' ACRYLIC LENS PROGRESS P-7198 CLG. 2—F4 Cod FLUORESC' T, BRACKET, EXTRI UDED D ACP.YLIC DIFFUSER PROGRESS P-7155 WALL CLG 2—F4031 INCANDESCENT, SQUARE BRACKET IATM UP, REVERSE E BRONZE FIN. PROGRESS. P5644-20/P8797 6JALL BRACKET 1-75W R30 INCANDESCENT, ROUND BLACK TRIM G WHITE DIFFUSER PROGRESS P-5710 CLG. 1-75i4 A-19 FLUORESCENT, SQUARE, WL'T LOCA CIRCLINE H TION, WHITE RIBBED DIFFUESER PROGRESS P-7383-60 CLG. 1-22W K INCANDESCENT, KEY PROCELAIN CONTRACTORS CHOICE CLG. 1-60W A-19 - �LU JKEJI;_".N 1' Ih 1'1'ri Auk(YLIC VVKAP } MOUNT sETWEEDT P AROUND LENS, RAPID START %RIGHT LIGHT. AG7140 RS CL —F40CW "T'S" S FLUORESCENT,VANDAL PROOF, WRAP [1=—F40CV AR9,3ND PROGRESS P-7300 T =' L . S`LAIRWELLS 1 PL FLOOD LIGHT, SMOOTH BEAM, HPS 10ALUMINOM AIM TOWARD A1A POLE 'v UNTED. JPL ICP4NOCRDF 208 ` POLE.1-400W. HPS HIGHWAY INCANDESCENT, I,IHITE DIFFUSER ELEVATOR PIT VX SHAH rI"�2 PROOF. PROGRESL 695 A? L 1-60W A-19 & SHAFT. X EXIT LIGHT, STENCIL, RED. PROGRES22WB UNIVERSAL 2-20W T-6' f� S��W f Ty+ ix2 �A} s � u xa F r 4 uf4 �✓ f q ink C' t. Fri vh� " , '� k$1 �. �� s t � W` a .... t ' f ho '� WSJ* < Will .�`='� r •3 r.. , rb � m . sE i i N k" a;r z-.-,wa#t,'ia...:w„ ..f..:.. .. ,.. �k�'.. >s.'�`.x �' a .,�3s�" _ � a r!;'� +. � �+ *Ay f p '' i ,� , s i 5 �. `$+� t t � 5� M � �a ,G ,v a6.. .. is ..,. �r s -. ,Y �'..'S ,.: :9uw 'k �, u. a„_ .... �. k � e t nt �'�^ S m — � ry � t � A � 1� � �r gg y� S ^ks..� C ,. _, � _ - , . - - — -. >. .. � 'a �' ... .. ,.� .: � .n '; T 4, x ,� .. "W3i ',�f ..''Aa.1• d 'y 'aS 1 MAIN MCB MLO VOLTS: 1-20/208V. X PANEL: Pf TYPE: G.E. LOADCENI'ER PARKING STRUCTURE MOUNT: SURFACE LOAD KW WIRE SIZE. SERVING BUS' 200 A _L/ 4 W SERVING SIZE KW ").00 2 11TS. UPPER 2-20 3 1-20 4 1-20 LTS LOWu2 - ._ 12 1.0 1112- r> 6 _ v n 12 1.0 A. Pm 7 9 11 8 10 12 42 6 16.0 16.0 6 WELLPUMP#1 3-60 13 14 3-60 WELL PUMP 15 _I 6 17 18 1.5 12 GI' BA1'P CHAR 1-20 19 20 1-20 EZI=PTA=S 12 1.7 21 22 23 24 25 26 27 28 _J 29 33 30 34 35 36 37 38 39 40 -- -- - --^ 41 4 2 -- - -- - - PANEL LOAD: 67 KW 1.84 AMPS I:NPERRUPTING CAPACITY 22 KAIC MAIN MCB _MLO PANEL: S VOLTS:120/208V. TYPE-G.E. IAADCENTE.R CABANA/POOL AREA MOUNT: SURFACE -LOAD KW WIR El SIZE SERVING BUS: 125 A 4 y1 SERVING 1 E SIZE L40AD KW 1.10 2 LIGIPPS 1-20 1-20 DRINK. FOUNT. �. 8 UN 1 -30 3 4 3-30 SAUNA 10 B. 0 5 6 7 8 lx0 , 'UP1I - 9 10 -2 SPA P 11 12 13 14 1.75 12 1 DECK LIGIFPS 1-20 15 16 3-20 SPA HI'7 PER 12 !D 0.80 12 SPA LTS. GFI 1-20 17 1-20 19 1-20s 21_ 18_�_ 20 22 f _ 0.80 12 POOL INS. GPI 0.60 12 SII[T,. TX/RECE 23 25 29 26 27 29 28 30 3� 2 33 34 35 36 37 38 _ 39 40 41 42 - PANEL LOAD: 41 M-, 113 AMPS INPE'RRUPTING CAPACITY 10 KAIC i, v I ' a ' E " VOLTS: 120/208V v e r Fyn 'Y MAIN 400A. MCB _MLO PANEL: EDP TYPE: G.E. PANELC?OARD PMERGEN(_'Y IIISt'. PANEL MOUNT • SURFACE KW SIZE SERVING 13US: _A 3 4 W SERVING SIZE KW 38.00 2 ELEVIVIUR (1 ;" 1"J.5 �_ 2 3 12_ L'LLVA'lt)R #2 $2 38.0( 6 y 9.00 $8 [YAM. WNI'Ll 3--40 7 _ 8 3-40 DOM. WA'ItiTt #8 9.00 As 9 _ 10 - - " 11 12 13 14 a , 4' s` , 15 16 r� wx .,� r f 19 h 20 n f i 21 22 23 24 NA ��g" PANEL LOAD: 11Z 169, 311. AMPS 1NI'Elt}2UPI'TNG CAPACITY 22 KAIC a _ - }> �y1 ALL WIRING SPEACIP -1) '1C> BE 71IIN,CU. a > i .Ie MAIN MCB X MLO PANEL: MDPIi VOLTS: 7.?_0/20R V G.E. PAT03,PiARD 1R�i151 DI59'. PANE!., MOUNT: SUREACR I 'TYPE: WIRE L"%D BUS: 600 A 4 W �`1 •�� *€^ ., �,�x�cy +rat a ° KW SIZE SERVING SERVING SIZE KW 67.0 2 0 P "'" - 2) PTIVLI ' H 6 9 sYI _ 3 6= 4f } T � � k { 12.0 300M P EL 'EDP" 3-300 7 © �. 4�� , k , ' -, _ _v' _ 11 _ 12 a 13 14 r 1yt5 15 16 17 18 PANEL LOAD: 198 KW, 550 AMPS INTERRUPTING CAPACITY 22 KmC 04 ALL WIRE SIZES ARE TO BE'111HN, CU, r` Fit_. max.:... ..PAN � � E;Aq� ,OAO Sc-1�V11461 vIt; WA [2 14 U, W 3d Q �3 4n IT Ct 12 11 " T��. 8 f -ri'o nt Mtn a_ t T' 3e ka Is OG o ^ q W I 11t1, 1'ZO tl it /� Z-9) IJ lE t� _ _ l•fs� to _ �... �2-SO eftI44o2.0 ^ 23 Zh � 1 � MAIN 100A.MCB MLO VOLTS:120/208V - PANEL: G ��,.,, .,��. . TYPE: G.E. LOADCEN'ITF'R GUARD HOUSE MOUNT: SURFACE KW SIZE Sf RUING BUS: A _ fib 3 W SE RVING WIRE SIZE LOAD KW --,„, _ 2-20 A/C UNIT 3'.00 1.20 12 UATE MCIIUR 1-20 3 4 1. 20 DRI\ E, A 10 .05 12 GA'PE 1�NYI'OR 5 G 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 .� 25 26 27 28 29 30 PANE, LOAD: 9.0 KW, 44 AMPS IN U41UPTING CAPACITY 1-0 KAIC d "Y MAIN 70 MCB X MLO PANEL: H VOLTS:120/208 V. ;N TYPE: G.E. UJALXCENI'ER HOUSE PANEL MOUNT: SURFACE WAD KW WIRE SIZE SERVING BUS' 100 A _4 W SERVING WIRE SIZE LOAD KW 1.0 12 LIGHTS 1-20 2 1-'1.0 LIGIrPS 1.00 1.0 12 1-20 3 4 1-20 7 1.0 12 1-20 - 7 8 1-20 12 1.00 1.0c 12 1112 1.00 1.1( 12 -2 9 1-' 11 10 r.�' 1-20 12 -2 12 1.20 1.3. 12 12 1.00 0.45 12 IRECEPTACLES 1-2013 14 1-20 RECEPTACLES 12 1.10 0. 4 - 12 RECEPTACLES 1-20 ,ti 15 16 1-20 RECEPTACLES 12 1.10 Tic 12 " 1-20 17 18 1-20 " 12 1.10 0.4C 12 " ROOD 1-20 19 20 1-20 LIGHTS CANOPY 12 0.70 1.00 12 TELEPHONE SYST 1-20 21 1-20 23 25 22 .`1 20 24 1-20 26 TELEPHONE SYS'T 12 1.00 1.00 12 M7YIV SYST. I1,71I2COM SYST 12 1.00 27 28 29 30 _ 33 35 34 36 37 38_z__ 39 41 40 92� PANEL DDAD: 19 KW, 53 AMPS INTERRUPTING CAPACITY 10 KAI 4 n' .. MAIN60 a• MCB _MLO PANEL: E. VOLTS:120/208 V. TYPE: G.E. LOADCIZ= IIQGE'NCY LOADS ` MOUNT: SURFACE LOAD KW WiRE SIZE SERVING BUS: 100 A � 4 W SERVING WIRE SIZE LOAD_ KW -20 1 o''(02 � 1-20 EXIT LI(3T[15 0.7 12 E1XV. ROC�M 11-220 3 4 1-20 OI3STI2UC�PION UP 12 0.' 1. IL 12 LIGIPPS 1-20 5 6 1-20 LIGH'PS 12 1.10 1.1 12 " 1-20 7 8 1-20 " " EXIT " 11 1.2 12 12 12 1.10 0.75 1.06 1.00 1.5 12_ 9 10 - 2 " 11 12 r 1 2 „Pill,_ 13 14 r -, .� „ 15 16 _ PARKING 10 1.00 1.9 12 SUMP PUMP 1-20 17 18 -ZU FIRE ALILRM PNL 12 1.9 12 1-20 19 20 21 22 23 24 25 26 27 28 29 30 31 33 35 34 36 - 37 38 39 40 41 42 PANEL LOAD: 18 KW, i0 AMPS INTERRUPTING CAPACITY 10 KAIC ,. } 3 �v 1"YR 5MWlgjE OST5aT02 � SltYl�i� Ut4tT,iZ0Y A,G\*/ 'I ` `' i corUlt�T Tv UtlSettTG:1 � �' it «m6.&mx n:.. r w u+ a e a� ' rC z TAT x i ^ _ z� v ❑o � w v Qs W _ a i I I to" FL TK rL 8TH tzL s _ f i Y � 1 � 4 s4 c f t a 44.:. F ■ eY� { � t.J ,V .: t- f l'LCJY, � c t1J L✓ t+I I i li I mot„ a�T oe.-raorov, &T -rw'4.A uwj6 Qn, Fs Ftitt�vpY &urlt- ta�� c71�b f FA GA6ltEI_ON hC �. sel.�vhT6'ta- � �.'E1 TJ21PS�1 + t I •s j -etavv ��� tCU,1 ia-� oT>i�es� to+?? -- iEQa§DFi J +,,mvmhl F460ss ' n�i� tj [ t�,rtp�sz s�vti +i (aYojxces)�ttQ� "—" —t` �1TlaCld71� y Fls4it�+o 3 F kJ Y ` p y4a -_ " ,?..w, y ,,`;� �' ., `"` ° ' rb r x+. `7iiw PL'spr.',,''�k ' :•x al 3"t a.%, ?', " -t gl"a p.. w.,+ y+. k-�y �;...i ,:: �pP. �. t�i ,51'y .ws y,���, '� �Y �+ il�1�'Y';•.• i {. . u x..... '„ ,., .. .� . �. L i. .., ..... .-w . ..c?' .,.v ... .,k'... ^9�: x a A'i�fw. S?Y N:.'u f �y��. n ✓;k, s:,. .,.... �-,. r �,y x"'S .? c .e`. ,, .S ..i l ,' *-. .. � rs T. .. A,..a >•.. r u{ v ,: e,..,. T'. .. , '. e:L. ;�. .x"9 b..r .. L. � — -.c a . .'m ,,, sbE.r ,. _ L:. .:-.. a �: .:+4 .:.-" .;-. ce P'i. •'M nY , n 4 •.. ... rat^+. ::, .. 1Y� „".: s, � ,,,.. 7 .,�... •, �}. ,. %.:, � _,. "sir' .,. .r.T , �; k �- Z?"ia4" .x ,. ;P`; :k. °.�.., f .' �'. ei ,F._'�„.u-��'..`x5.::_, K-;t s:: lt� `14' r...._.. - ... _: ..: ,,-. ♦. u_.>.� .. ._ k`�:i' .ip .tlil^'. eP,� "^M:i.}1 .tae w {ems... �*` ���.�511:. FIRE ALARM SYSIE) PROVIDE A NON CODE', ZONED, ELECTR ICALLY`SUPERVISED, BATTE _. BACK UP, MODULAR CONSTRUCTION, VOICE COMMUNICATION, PRE—RFCURDF.D TAPED MESSAGE, AI-1DIa EVACUATION SYSTEM, FARA 19000A, WITH 2-125 WATTS, 70 VOLT AUDIO AMPLIFIERS. THE SYSTEM IS DESIGNED AS FOLLOWS: ZONFS: FLOORS 2-10, SHALL HAVE TWO ZONES PER FLOOR DIVIDING THE BUILDING EXASi LV IN HALF. IHESE ZONES DESIGNATED AS "A AND P" IN RISER. GROUND FLOOR SHALL HAVE THREE ZONES, ONE FOR E{�CF1 WING AND ONE FOR LOBBY AREA. EACH STAIRWELL SHALL BE IN AN INDEPENDENT VERTICAL ZONE WITH SPEAKERS EVERY THREE FLOORS. EACH S°IOW AND TAMPER SWITCH FLUOR COMPINATIUN SHALL+. BE IN AN INDEPENDENT ZONE . EACH ELEVATOR SPEAKER SHALL LIE IN A ZONE. FIREMAN TELEPHONE SYSTEM SHALL HAVE A ZONE PER FLUOR AND TWO FOR ELEVATORS. OPERATIONS ACTIVATION OF A HONUAL STATION IN A rLOar SHALL' SIGNAL IN THE INITIATING FLOUR CORRESF'UNDING ZONE, AS WELL'`"' AS THE FLUOR ABOVE AND BELOW, AFTER 10 MINUTES, THE SYSTEM SHALL SOUND A GENERAL ALARM, ALL FLOORS AND ALL .SIGNALING :$ DEVICES SHALL OPERATE. y. ACTIVATION OF A FLOOR SPRINKLER SYSTEM FLOW SW3T'GF� . SHALL, SIGNAL IN THE COMPLETE FLUOR AND FLOURS ABOVE AND BELOW, AFTER 10 MINUTE THEN GENERAL ALARM, ALL SIGNALING DEVICES OPERATE. ACTIVATION OF ANY OTHER AUTOMATIC DE'TECT'ION DEVICE , SHALL SIGNAL rARRESPONDING ZONES AS WELL AS FLOUR ABOVE ANO;. BELOW, AFTER 10 MINUSES A GENERAL ALARM SHALL SOUND. ACTIVATION OF LOBBY SMOKE DETECTOR SHALL ORDER ELEVATORS TO STOP ON SECOND FLUOR AND ACTIVATION OF GENERAL. ALARM SHALL BRING ALL ELEVATORS TO GROUND FLOUR. SYSTEM SHALL_ BE PROVIDED FOR AUTOMATIC NOTIFICATION OF FIRE DEPARTMENT ONCE ANY INITIATING DEVICE IN OPERATED, THIS MAY BE ACHIEVED BY DIRECTCONNECTION 70 FIRE DEFARTMIENT'' OR BY USE OF PROPIETARY SYSTEM CENTRAL STATION. T EQUIPMENT: ' a z. FIRE ALARM CONTROL PANEL�I FARADAY 19000A, FLUISM MOUNTED ENCLOSURE, WITH ALL ACCESSORIES TO PERFORM ABOVE OPERATION. SMOKE DETECTOR, FARADAY 9497/9488 HEAT DETECTORS, FARADAY 8001-1z50 FIRE SPEAKERS, FARADAY 2610 WITH 5005-14Ft.' "MOUNTING PLATE. TELEPHONE JACKS, FARADAY F450852 TELEPHONE RECEIVER, FARADAY F450690, q FT. CORD,:' s;PROVIDE 4 UNITS. MANUAL FULL STATION, FARADAY FIG. STROBE LIGHTS, FARADAY 550E i REVISION m SCALE DRAWN BY DATE CHECKED BY DWG No. JOB No. THIS DRAWING AND THE INFOR- MATION THEREON IS THE PROP. ERTY OF ARCHITECT/ENGINEER AND USE OF SUCH IS PROHIBITED WITHOUT WRITTEN CONSENT OF ARCHITECT/ENGINEER VC £ \ ? « MY, %,; rIGHTS, ALARM HORN AND SILENCEIR SWIM] METER MODULE, O.E., IMP412412, 3 METER MODUL G.E., TMP412312, WITH EACH APARTMENT MAIN TO BE 2P, 1,�5 A., FIT F, G.E. THOL21125 IN 125 AMP SOCKET. A T, INSTRuwwr PANELS: VOTTm=,I 7ffffMlR, PHASE SELECTOR SWITCH, FRE(QUENCY METER, BATTERY 0MGING METER, COOLANT TEMPERATURE GAUGE, OIL PRESSURE GAUGE, RUNNING TIME METER :5. POWER CO. C/T*S CABINET FOR HOUSE EQUIPMENT LOAD. PROVIDE I" CONDUIT TO C/T CABINET 0I VOLTAGE ADJUST RHEOSTAT. 4. HOUSE MEIER, ? 5 . HOUSE MAIN DISTRIBUTION PANEL, "MDPH", 30, 600A., G.E. ACCESSORIES: BLOCK HEATM, OVERVOLTAGE PROTECT70N, BATTERY RACK, CABLX-S, 8D LEAD CCB PANELBOARD. TF*- ACID 13A7FERIES, FLOAT 13AITERY CHARGER, FLEXIBLE EXHAUST CONNECTOR, FLEXIBLE- 147JU, LINES, RESIDENTIAL MUETLER, RAIN CAP., SPRING VIBRATOR ISOLATORS, BASE MOUNTED FUEL TANK WITT] EMERGENCY DISTRIBUTION PANEL,"EDP", 3P, 400 A., 6. ��:i T O.E. al 72 NAB PAUNELOCARD. EMUGH CAPACITY MR 48 HOURS or ENGiN&.oPERATi0N AT FUEL LoAD. E�, ED SWITCH, 3P, 400A., EMERGENCY MAIN AUTOMATIC TRAN96, KOHLER K12Q341-04(pO A AUTOMATIC TRAJNSF-rm SWITCH. �414 T�21k" E IT - EMERGENCY PANEL "E", 30, 125 A., G.E., TM30412C, WITH 60 A. MAIN 0,lMGEl,UY BLDG. LOAD, 400 AMP., 30, 4 WIRES, 120/208 V., IN N04A I ENCLOSURE WITH ALL STANDARD EQUIPMENT AND INSTRUMENTATION INCLUDING: TIM DELAY To EMERGENCY, TIME DELAT 9. DOMESTIC WATER PUMPS DISCONNECTS (2); 30, 40A., C.S. BE TED, IN A BE TEIOOS ENCLOSURE TO NORMAL, TIME DELAY TO ENGINE STARTING, RELAYS, FREQUEWY/VOLTAGE RELAY FOR R-UqZG 4 SOURCE, PILOT LIGHTS, PUSHBUTION R=ASNFER TO NORMAL, PLANT EXCERCISER. KOHLER MODEL 10. ELEVATORS DISCONNECTS (2)9-30, 200A., FUSED 150 A., TIME DELAY, DUAL ELEMENT., BE TH4324 K128341-0400 II:n 11. DIESEL ENGINE EMERGENCY BENERATOR. 120/208 V., 30, 4 FIRE PUMP TRANSFER SWTTCH�SAME AS ABOVE WIlTl ADDITIONAL EQUIPMENT AS REQUIRM BY WIRES, SEE SPECIFICATIONS. NFPA 20 AND 110 MR FIRE PUMPS, KOHLER 260 N-W., �yj, 4"., 4u/ V. 12. FIRE PUMP A.T.S., -0, 4WInE, 260 AMP, KOHLER FORE ORDERJNG. VERIFY THAT PUMP CONTROLLER ORDINATE WITH FIRE PUMP SUPPLIER Ba K128341-0260 OWMMWAM 13. FIRE PUMP CONTROLLER, By OTHERS. GENIMATOR, `IRANSFEI� SWITCH INSTALLNrION SHALL COMPLY WITH AM SECTIONS APPLICABLE OF 14. ELEVATOR FEEDER: 3 02, THHN, CU, IN I-i/4--C - NEC, NFPA 110 AND NEPA-20 19. DOMESTIC WATER PUMP FEEDER: 3 08 THHN, CU IN 3/4- 16. FIRE PUMP GENERATOR MAINZ 3P, 400A., TRIP AT 200A� BE. TJK4262()OWL IN A GE TJ400S T, Q - IF 17. EMERGENCY LOAD GENERATOR MAIN: 3P, 400A., UE. TJK4, IN A TJ400S. 18. METER BANK 14 FEEDERS: 3 SETS OF 3-500 MCM AND 1-250 MCM, :N:0 THHN, CU IN �"C. EACH. STUDY 1?. HOUSE LOAD SERVICE FEEDER: 2 SETS OF 3-3/0, THHN CU, IN 2"C.EACH. TI INNDIVIMUAL PUMP SERVICE FEEDERSt �-#4 IHHN. CU IN 1-1/4"C. �Ad .1 21). FIRE I4-� Al: 1 21. GROUND CONDUCTOR FOR EACH MEIER BANK! 1 #7/0, CU. IN *;5F �APPR. 1200 SQ. FT. @ 3 VA/SQ FT: VA I"C'. CONNECT TO COLD WAFER PIPE AND 70 GROUND ROD. APPLIANCE CIRCUITS, 3 x 1500:---- z4500 VA, F! -41", 22. HOUSE SERVICE GROUND CONDUCTORz 1 #2/0, CU IN I"C. TO I �:Q �VISH WASHER: -------- — ---- 1200 VAT COLD WAIER:PIPE AND BOUND ROD. 750 VA O,AIPMIGERATOR: ----------- — — -- — - — - — --- "DISPOSAL: v c- ------------------------------- --- UMP SERVICE GROUND CONDUCTOR; 1 #6, CU IN 1/2"C. WASHER: -------- — ------------------------ — - 1500 VA, . ..... T, o T44. UNUUND RODA 5/8" X 10' , COPPFRCLAD, DRIVEN COMrLr7LY WfT WATER HWIER: ----- — --- — ----------------- 3800 VA INTO GROUND, PROVIDE LESS THAN 215 MIMS RESISTANCE TO bRYEI�: 5000 vA GROUND REFERENCE RANGE: --------------------- — -- — — -------- 12000 VA, GE, 25 - PANEL 'H 1 4: TM424151C, 1010n., 70A.MCB, 30, 4W. -'WTAL LOAD: ----------------------- — ------- 33150 VA "P": . PANEL GE, TL42420C, 2CK)A.,.MLO, 30,4W. USING NBC OPTIONAL METHOD: FIRST 10 KW AT 100%: ------ ,TYPICAL APARTMENT FEEDER: 2-1/0 1-#2, THW AL. IN �T I NEXT 23,150 at 40% : ------ 0 'ATER/FAN AT 65%:- PANEL4 GE, TLM2412C, 125A., STRIP HE 28. TYPICAL APT, 10, 3W., MILO. APARTMENT DEMAND LOAD. I'll t-,�k T JFFF�, 4-p, w PANEL "P" FEEDER, 3 02/0, RK"m "k,� W-t r0fl-* I �,; I - 119 AMP, 1 *4, THITINS, CU IN 2"C. I0. PANEL "EDP"FEEDER: 3-300 MCM, 1 #4, THIAN, CU, IN METER BANK LOAD (TYPICAL FOR TWO) EACH METER BiANK WITH 29 APARTMLWTS, USING 'I OpTjoNAL cALCUtATION9 31. PANEL "E" F I EEDEns 406 THHN, CU IN 1�'C.' 32, PANEL "S". BE TM 015C, 150A., 30, 4W., 120/208V., 125A.MCB. APARTMENT CONNWIU) NAMEPIATE,LOAD (PER ABOVE) 33,150 VA x 29 TiFq� p 961,350 �E APARTMENT HEATING LOAD (LARGEST); 8500VA x 29: 246,500 PANEL "S" SERVICE FEEDER; 4#2 TIAHN CU, IN 1-1/4"C. DEMAND 'PACIOR AS PER TABLE 220-32 NEC: 33% 1207,850 VA PANEL "G", BE, TM2010C, 100A., Z,0,414., 120/208V., 100A. MCB a lo 10 70 0 x 0.33 1 T-7 FIT 111,19 "B" FEEDER: 4 04 THHN, CU IN 1 0000 DO d PANEL -1/4"C. �5 7� 398,590 VA 120/20RIOI. 30., I"'Fil" WIRES ---- 1,107 AMPS. GROUND CONDUCTOR I #B, CU, IN 1/2-C. TO GROUND 0 cc f4\ GENERATOR OUTPUT FEEDER, 2 SETS OF mcm, 1-#I/ i rl THEIN, CU, IN 3"C. LECTRICAL NDTES ROPER A ALL MPACITY ALUMINUM CONDUCTORS MAY: LIGHTING FIXTURES AND LAMPS TO BE FURNISHED AND 'VERIFY WITH POWER AND TELEPHOW COMPANIES IR pa 0 E USED TO SUBSTITUTE FEEVE14 ca INSTALLED By ELECTRICAL CONTRACTOR UNLESS STATED OTHERWISE. ENTRANCE LOCATION AND WHERE THEIR FACILITIES WILL BE CONDUCTORS ALL FANG, AIR CONDITIONING EQUIPMENT FURNISHED INSTALLED. IN GENRAL, ROOF FANS ARE FURNISHED WITH UNIT By OTHERS. SWITCHES ALL WIRING SHALL BE IN ACCORDANCE WITH ALL APPLICAB E q- FACTORY INSTALLED, HOWEVER, VERIFY WITH MECHANICAL PLANS AND NATIONAL AND LOCAL CODES, SPECIFICALLY NFPA-20, NFP 110* �,WLW ssav �4�,r SCALE EQUIPMENT SUPPLIER FOR COMPLETE INFORMATION A NFPA 101, NEC, SOUTHERN BUILDING STANDARDS. T Zv DRA CONNECT ALL EQUIPMENT SUPPLIED BY OTHERS. INSTALL THE BY EXTERNAL CONTROL WIRING FOR AIR CONDITIONING AND REFRIGERATION EQUIPMENT AND ANY OTHER MECHANICAL EQUIPMENT R M, JI, �:,' � -"- -- " I, , . .11, 1'�--� DATE ARE TO BE FURNISHED By OTHERS AND INSTAL -LED /CONNECIZ:,) BY w ELECTRICAL CONTRACTOR. CHECKED BY L ------- IF Wl"14.:', FFF,--,*�*��,�- RIGID METAL CONDUIT CEGC), INVENIIEDIArE METAL CONDUIT (IMC), X- ujor, AND FIT R ELECTRICAL 41 DWG No, AND ALL CONTROL DEVICES INCLUDING MAGNETIC v, THAT SO REQUIRES IT. ALL MOTORS OVERCURRENT PROTECTION tm DEVICES 71" STARTERS XF, F, MEFALLIC TUBING (EMT), TO BE USED THROUCHOU7 TII, UNDERGROUND CIRCUITS MAY BE RUN IN DUCT OR PVC THIS JOB. LCNDUIT, PROVIDED .... I. -y, .144 F0 eo, IV. SIZE 6ROUNDING CONDUCTOR (NEC TA Td PROPER JOB No. A I 250-95) IS USED� CLASS IT WIRING MAY BE USED FOR INIERC TELEVISION AND SOUND. DO NOT USE NM, LIM, IF NMC, UI, IT F; ay 77* ,ie gi T F ... ... IF FI 4" , , �i� .. .... IT �n F �Fi "T THIS DRAWING AND THE INFOR- WIRE MATION THEREON IS THE PROP - SIZES SHOWN ON PLANS ARE TW COPPER FOR #8 OR SMALLER IV, , r T- ERTY OF ARCH ITECTENG INEER 4 y, ITT AND THW COPPER FOR #6 OR LARrER UNLESS OTHERWISE SPECIFIED 4TAIJ IN ELECTRICAL RISER.I ALUMINUM WIRES OF EQUAL AMPACITY MAY AND USE OF SUCH IS PROHIBITED USED TO SUBSTITUTE FEEDERS BE �,I 'F� 2 COPPER CONDUCTORS. ALL BRANCH IF CIRCUIT CONDUCTORS SHALL BE COPPER. WITHOUT WRFrrEN CONSENT OF ARCHITECT/ENGINEER CARTRIDGE FUSES ARE TO RE TIME DELAY, CLASS K5, 100,000 AIC. T VI(AF r0lZ 'A U4 U-10 1-64a FOR m ;,k''T4,0 I F-T! tv 104 COMMERCIAL OCCUPANCIES: 20 AMPERES �TI,�7 I57L. U SHEET No. CIRCUITS WITH #12 AND T 1/24' CONDUIT IS THE MINIMUM SIZE CIRCUIT RATING ALLOWED. 01 1 vt CqMVP -,20 )!�Q IF 4 6,n'T 4-Taj OCCUPANCIES; z-� 'A Wilt FOR RESIDENTIAL 15 AMPERES CIRCUITS WITH #14 AND 1/2" CONDUIT IS MINIMUM SIZE CIRCUIT RATING ALLOWED. dm SUBMIT EQUIPMENT LIST FOR ENGINEER'S ACCEPTANCE. INCLU EQUIPMENT FOR SOUND, INTERCOM, FIRE AND SECURITY ALARMS, TEIEVISION, LIGHTINS FIXTURES, PANELS, SERVICE EQUIPMENT, 0400" ETC. BE ALERT FOR PLAN DISCREPANCIES, THE ARCHITECTURAL PLANS AcKi Nc U41TO WIF, OF m STU PREVAIL- NOTIFY ARCHITECT INMEDIATELY OF ANY DISCREPANCIES FUUND. 1 -7 INA i,FF v� AN ELECTRICAL SPECIFICATION ACCOMPANIES THESE PLANS AND ARE -T` SEAL IDERED PART OF THE CONTRACT. 1A T; ITT �1, IT - VERIFY THAT ALL EQUIPMENT FURNISHED By OTHERS HAVE THE SAME um ll�, - �,v ll� �I-ECIRICAL CHARACTERISTICS AS SHOWN ON THESE ELECTRICAL PLANS. NOTIFY ARCHITECT OF ANY AND ALL DEVIATIONS FROM I HEM. .0111 ---- li .3 , c,@,, p f r=t 3 ti hk t J}v 3 ` k � � � t (a q w 41 _ n g 'M F - 2J t .• � q r r r F t v t e, Mo David Gates 467 Poinciana Drive3': Hallendale, FL 33009 INDEX YOR: Weatherington Land Surveyors, Inc. TO D R A%I N G 4075 Virginia Avenue I n.ei.. TERPENING Conliting Engineers • __ EL. 4.00 \ \ 0 ( SEE ARCH. FOR SERVICE ) SD-7 8.20 CONST. 126' OF 18" PMP 0 O.00% O 0 477.98S89°33'42"W SID 5 SD - 6 SD — 7 CONST. TYPE "M.E." CONST. TYPE "C" INLET CONST. TYPE "C" It, INV. 4.00 TOP EL 5.50 TOP EL. 7.00 S.E. INV. 3.50 »I. INVQ0 SD — J SD — 10 ( PHASE 2) SD — 11 ( PHASE CONST. TYPE "M.E." CONST. TYPE "C" INLET CONST. TYPE "M.E.n INV. 4.00- TOP EL. 7.00 INV. 4 00 N. INV. 4.07 ON DATE I REVISION TI ON & ( a THE SEA., �Yi2"iS{-Y.,.�ub4¢.'$'ys�5` Cr.iY'i .L. { tITf Yvil MiY.ili'?. �. �•u i i." V{ii' 1 , " / I PAVING � i yyiy }k'lil'" All o�ie� TR WME;�5� Pi�.T. f',x�'a,•,.'£4`}s'iiiAa '*� p AF 45167 CONST. METER ASSEMBLYINSTALL WATER LINES AT BLDG. 2 CONSTRUCTION CONST. 20' OF ( SEE DETAIL ) 8' DIP 51. CONST. 281' OF 6" PVC WATER MAIN CONST. 79' OF BSP NO. 3 8' DIP -ONST. 12" x 8' 11 1/4BEND 3' CONST. 224' OF 8' PVC TVS CONST. 42' OF FIRE MAIN JACK AND BORE \ \ CONST. FH. ASSEMBLY \ 0 CR. \ O Q CONST. LIFT STATION \ ( SEE DETAILS FOR DATA AND LOCATION) CONST. 53' OF CONST. 10' OF 8' PVC SAN. O 0.40% JACK AND BORE SS-3 Cp / SAN. 1 .4' SS-4 OF 8" PVC ' SAN. O 0.409. V ' Or \ 1 \ 7 J \ lL \ \ B 1/4' \ BEND BSP N 1 �— Cv SS 3.50 SAN. 2.02 429.90' — CONST. 62' OF 8" PVC FIRE MAIN CONST. 54' OF B" PVC FIRE MAIN N 89 °33' 42"E 90 BEND CONST. 74' OF 6" PVC WATER MAIN CONST. 72' OF 8" PVC FIRE MAIN \ I \ 5, ` 1 I � BSP N CONST. METER ASSEMBLY 15 CONST. 16' OF 8" DIP ( SEE DETAIL ) CONST. 84' OF 8" DIP CONST. 40' OF JACK AND BORE CONST. 12" x 8' TVs SS-1 CONST. SAN. MH. TOP EL 11.50 S. INV. 7.48 W. INV. 7.38 BUILDING NO. 2 —2 CONST. 172' OF 8" SAN. PVC O 0.40% CONST. 363' OF 6" PVC WATER MAIN SS-2 CONST. SAN. MH. TOP EL 12.30 NE. INV. 7.33 E. INV. 6.69 W. INV. 6.59 0 CABANA 6" SEWER LINE TO BSPi CABANA SS-1 (SEE ARCHITECTURAL DRAWINGS FOR ENTRY DETAILS) \_477.98' CONST. 360' OF 8" PVC FIRE MAIN SS-3 SS-4 CONST. SAN. MH. CONST. SAN. MH. TOP EL 7.30 TOP EL 6.75 E. INV. 1.76 N. INV. —0.40 W. INV. 1.66 E. INV. 1.08 S. INV. —0.50 230.46' un �J ATLANTIC OCEAN MEAN HIGH WATER LINE EL. (2.02) CONST. 5' OF 8' O 0.40% CON�Ff9 ASS. CONST. 43' OF 8" PVC FIRE MAIN CONST. 41' OF 8" PVC FIRE MAIN CJ� COASTAL CONSTRUCTION CONTROL LINE BUILDING NO. 1 BSP NO. 2 CONST. 41' OF 8" PVC FIRE MAIN CONST. 86' OF 6" PVC WATER MAIN — 3' I i 90" BENDS S89°33'42"W LEGEND WATER LINE RESTRAINED FITTINGS �-- FIRE HYDRANT O- SANITARY MANHOLE lam 222.84' DATE REVISION cl . CULPEPPER a TERPEN I NG, INC. CONSULTINGENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA HIBISCUS B THE SEA SITE UTILITY PLAN BY DETAILED BY CHECKED BY DRAWING N0. SCALE JOB N0. 1"=30' 88-06 4 OF 1 'Sk) �f �-.t i '#•'4ryRixl, i"'}ry "�W o ;'prn"' ,. 7 i i -, . `- ,mt `.. nde 4a. �_ ua f' a �ffi NCMINALPIPE SIZE DIA.,IN. MAX. SKID Sa1ONG,FT. 4 4.5 6 6.0 a T.0 10 8.5 L > 12 9.5 CROSS USED AS 90 BEND REDUCER = V NOTE: � 8�� D.LP. 4EPOS;TIONFOR TESTING A10 t° P.E. L LINE PLUG A� CAP CORP�OIIMO TORCASING PIPERACE / / 4CORPORATION STOPARRIER PIPE (FORD FI001 OR MUELLER) DOUBLE STRAP SADDLE SKID TREATMENT / -I (ANY APPROVED 2-STRAP) TAPPING VALVE & SLEEVE W/ WOOD PRESERVATIVE ._- _-- �.......... .... .... .s.,.-... ..... waa �aaa... aaaya. iv OJ 3/4 TIE RGOS B BOLTS -ONE EACH SIDE ru#t 'bib ks to be- utilized within the -system. OSaY GATE VALVE 10. The contractor shall contact the engineer, North ' RESILIENT g�� (B/TUM/NODS COATED) Hutchinson Service Corporation, the Florida Department of =E, ' '.14,laere a Water main is to be installed below a storm Transportation, Southern Bell, A T & T, and Florida Cable E aj.ya-Pi�8.'.a minimum of: 6 inches of vertical clearance SEAT GATE SPOOL ENTIRE ASSEMBLY MUST BE TV and Florida Gas at least 48 hour prior to commencement owed pipes shall be maintained unless otherwise directed VALVE MECHANICALLY RESTRAINED of construction for coordination of any utilities. ' i wee .engines ,s 909 90' COTE 11. Traffic control, barricades, etc., shall be in ; ` Ve�hiculbr access to adjacent properties shall be ELBOW ELBOW L HYDRANT SHALL BE INSTALLED PLUMB AND TRUE. accordance with the Florida Department of Transportation geinrsiped at all times. 2. HYDRANT SHALL BE PAINTED CARNIVAL RED. standards. J.NEEL TO REST/N UND/STURBED SOIL. 24. All mains, including feed line from the meter to the FINISHED 1 P TEE MIN 4. THE ONLY HYDRANTS ACCEPTABLE ARE.' 12. Minimum cover shall be 36", pipes with cover less than building:: shall be tested at 150'_psi. Fire mains shall be DOUBLE GRADE CHECK VALVE 16 MAX KENNEDY GUARD/AN , MUELLER CENTURION, 36" shall be concrete encased. tested in accordance with NFPA-24. ` .`%// ///��c7// AND AMER/CAN BB4B a , '".The contractor shall coordinate with :;the building,. g"W,M, S E C T I 0 N B - B. �� 'Oontr4€t6r on service alignment and grade. _ 8 W.M. (FIRE SERVICE PORTION) F�- - -]-�'*+, ,_: - - - - - DATE REVISION ` ��,r� s. , : .•' H1�1 S 5 BY az �, �U Tl� E CULPEPP a v, ER k� R 1 CT i METER ASSEIBL �"►tfi. TE RP ENI NG INC.iNc. T n r. o xv .< , ..p, ; CM£GKE1 DE13NBYETA#LFlR'i.. s . . CONSULTING ENGINEERS _ - L£ B NO LAND SURVEYORS DA R E PIE, FLORIDA �.._ ._. -: .,. -... v.s c:n _ : .. .- 1Ygrv.'a 1i}'x J :.� Y ... .. 4. . .m _ �. .__ _ s3 .a. _ ..re- _- d4�:G1' fir:'--eY. a.. __.:_ _4_.._f_�xrw `� a, vi r� .. �.. _. a-.z..s .b Y..._�:.-�a_aa >�__ _T 4 N m N a ....Fro a c . 4 { f, �9 3 rt I CONST /72' oc S, r-- In - 6•'THICK PLUG W/BITUMASTIC EA. SIDE - /8" PA-I.P. LENGTH OF JACK & BORE .ROADWAY EDGE OF PAVED 8 SHOULDER Mir s - LENGTH OF PLACE EQUIDISTANT EACH S• OF ••r SKID LENGTH SKiO SPACING POSITION SEENOTE#2 SLOPE PIPE CASING A TO ONE END PIPE. STEEL STRAP, CABLE. OR CLAMP CASING PIP SKID Ooti sue. 61 DUCTILE IRON CARRIER PIPE (M.J.) � s e /8" PM. P DESIGN GRADE S-3 CONST /q4, o,c B" L/FT STAT/OA/ TOP EL. B.O SS-4 = �i cONS'T /O' o� 8„PVC S.4A/. Q 0.40 BOTTOM EL. BACKFILL SHALL BE PLACED IN 6.1 MAX. LAYERS , EACH LAYER TO BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99.-� MAXIMUM TRENCH WIDTH 2 x PIPE DEPTH +W o PLACE AND COMPACT a IN 61LIFTS - u z W �03 W PIPE O.D.t 24 IN. W a MAX. WIDTH J J W Y z �m J NOTES: z a INVERT CASING PIPE SHALL BE ASTM. A 139. GRADE A PIPE OF A DIAMETER AND THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORIDA D.O.T. UTILITY ACCOMODATION GUIDE. 2.- THE MINIMUM SKID LENGTH SHALL BE EQUAL TO THE MAXIMUM SKID SPACING. 3.- SKIDS SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL. 4.- PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS NANO PLACED SELECT MATERIAL LOWER QUADRANT ASSEMBLY WITH .CARRIER PIPE. SHAPEDTORECEIVE f 5. - SKIDS SHALL BE TREATED WOOD BELL AND BARREL NpuNaLPIPE SIZE DIA.,IN. MAX.SKIp SMCING.FT. 4 4.5 6 6.0 8 7.0 10 8.5 L > 12 9.5 I` •• /•� •••POSITION •.:./� • TREATMENT • ••• PRESERVATIVE z a S x Q W 1 O � u- = I 12" , , 12" CJ FW- C z fR/GY RUIRLE IEODED AND y Q COrEREO M7TN 6R01/T NO. 4 7t ON CENTER EACH MAY MANHOLE DETAILS E .y , rep 1 1I S 9 h3r i tt t YF 1 �Fyr} t" _ - - - - - - - DATE REVISION qj �:r:: - HIBISCUS` sir T`iSift llllE. l ;-EMT :lU KYt TUKb DATE SCALE -` JOB PIERCE, FLORIDA 3-29-SB 88—©ro 9 OF.' 10 N E - n, E . re � ... ... -. 3' < a i r.. ...nw 5.. ._ 4 [ ... ... ♦ :a _ e .._ :.:... t �.... < ..-._ .. ..,x .. �- v .. ..:.. .rta. ...y. .. � .. H- „+- ::Y '. e. , .. .,f-S _. ..... ... ... �� -rv- .. .. .. -:: � ... : .`.: a. � - _ - s - s....,v_ �. .., a-_.�Vr.». -._�.� .r _ - ,>--+✓�f+ .s.r...-ir-.a+rv.v - 6°059( RESILIENT W 4- WALL CONNECTION A STCNCO VWXL- I I- GC FIXTURE PUMPSTATION CONTROL V&%WAMO RED GLOBE PANEL (ENCLOSURE NOT ALARM LIGHT 7TOFORCE MAIN FUTURE TELEMETRY CABINET SHOWN FOR CLARITY) ( MOUNTED) VENT .HOLES. CROSS BREAK TOP LIS I WITH SCREEN - - - - -- FUTURE _. .__ NEORFKNE GASKET 11 I Vr"7J TELEMETRY �" •,�;:, ' 1 I I - PLAN 1 I NEMA 4 HUB CA81NET (AT /f. ' F�tONT-DOOR (P MP REAR DOOR) �' i� CONTROL N'AAN+R-.ti `- ='.. -- NOTES 1/2" PVC,Ip4BC UNION ��„ I. AGCESS), 6: TOP SLAB NOT SHOWN FOR CLARITY.1. P. POWER CO..- 2. VALVES, PIPES B FITTINGS ALL fi I.D.DROUSE-HINDS EYS RUSSELL B STOLL FCR 3t}#>T-� - - _ METER c " '. H/NDLE'.EOTi1PED. FOR PADLOCK _ SEALING FITTING GENERATOR RECEPTACLE (IOOAMP) v