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HomeMy WebLinkAbout210 Tech Dr #3467 (a)r---- -- `.� �I u r 1 AF 49579 P��/EMEV7 \` -moi 1;'I �L • •—• •ZX=r Q•' aswewr LI 3'I s'Ali* AT PAVEMENT E WHEEL STOP DETAIL N.T.S. I %G I TUFR� r�OKIW '•P t1 E�P P. = 3 MIN IB' 1-4 A --,e 18 MAX ' 4"! AT GRADE ECr" IJAL r�1^/LGES ECj UA. BquAl, 5PAG.ES 1 1. fTANDAR6 NANOICAPPED 2804. 1 U-11110"• 1 u SpEc4i� TYPICAL WHITE OUTLINE ON (oAA)4&9 C SLUE BACKGROUND. $C/I Cern�t base °O""L t PINI&N f. THE U—IRON fNAll BE Of OIIADE ASTM 0Ef10MATIOM A490-74 w/ f1 Compe^cted 5utgi�de Mist. MIT. OF s POUND& PER FT. (95� Mod. Pr-oCYlk) w W15% TOLERANCE. P �� ��� ����/O� 4 _ THE IE FOU T-I110N IE •r '•� . �•';, � � TO 2E GALVANIZED IM CONFOR— `'O U ' ~ MANCE WIASTM SPEC A123-73. CLASS I CONC. HIANDICAPPED SIGN DETAIL ALIt DETAIL 3 \i i i T b a S MEW� � r-�?' ' oN.T.S. roR W = 6,-o' OPI Lee- I , NIS E - EXra NSI©t l JOI I !-f, s� •:. > - b - btJ M M Y JOI I IT 11 I VIIsua- Wu MAx. C: A PZ 477/7 1 0 FLOOR PLAN o SCALE:1 / 8"=1' =0" 0 I STRUCTURAL NOTES u AIL 9011. TO HAVE A mruH 4 2,500PSY BFmum CAPAC3TY. 90IL IS TO BE II75PEt.:. "J MID/OR TE3= BY A TESTING LAMRAMW TO 1NSIM MD7MN BEARING CAPACITY. SFF 9011. REPORT BY ARDWAN AND ASSO=A=S MR OIIIER SOILS PREPARATICN M=IRUMM. L Fa=kT;M DESIGN MCC IS PMMaN AOL. rniAL LOQIDkTTO4 DESIO4 SHAIS, BE PR:Nmm LOON APPROVAL OF !ffiIL BULLDI14 MMRII"ACLORiR SHOP DRAWINGS. NO MUMATICN POR SHALL OCCUR PRIOR TO APPROVED SHOP DRAWINGS. 3. CO>tMMM WOM SHALL BE IN A00RDANCE WITH A.C.S. 301-84, SP=1(7,TIONS MR grBU4L8AL CONMETE FOR BUIDINGS. LSNHAVEVC SHALL HE C - 3,000 PSI MO4L" AT.28 DAYS WITIL 3/4" MAXRIN °=W. . 4. AS S0CN AS SIT: IS FDTI9ffD APPLY CUR= AGFNP AND SEUM. 77CWEL FILTISM n,f=OR SLABS. 8RDO4 FLNLSH EXTERIOR SLABS MID STAIRS. CQ43FR=-GN JOINTS SHALL 8E AS StC ON PIANS OR AT 30'- 0" MAX. JOINI5 TO BE SAW -W WITHIN 24 HOURS FOR POUR. * F23M)OXING. Sl'FII. SlLhLL. BE AOCORUNNCE IPM AS'IN A615-844, GRADE 60. LAP ALL REIIiFOPCING STEM 30 OAR DIAl1rERS OR 2'0" MINIMUM. a RMVnRZING MM SHALL t3E PLACED WITH RAR SUPPORTS AS RMUIRED BY TIM BAR SUPPORT SPE=ICATTOJS OF THE C.R.S.I. !ANAL OF STANDXRD PRAL.:L,>:, 24th IDTTIO7. PRODIDE SUPPORTS AT ALL HAIRPn4S AMID TFILSICN BARS. PROVIDE 6 x 6 1.4/1.4 WELLED WIRE MMI AT MIDPOINT' CF ALL IN'=OR SLAB . , PROVIDE 6 lam.. VAPOR 8ARRMM. 7. METAL I =nr, SHOP MWM47S, SI(NID AND SEALED BY FLORIO& RFLISTER D ENGMTER .STALL BE SUEM177!D TO ARCHIIMT TOR APPROVAL PRTCR TO LUNDNTICN POUR OR F4TAI. BUILDING FABRICATION. SFC)P O WINGS SHALL CLEARLY INDICATE ALL Cou" RFA—ONS FOR LDAD CO48IFATIONS AS F== 0Y SOU CMV STTIM]ARD BUILDING CODE. A. METAL B=INS rbammm SAM DESTGN 'ESR t4Em B LNG TO PROVIDE LATERAL SUPPORT FOR ALL CONCRETE K%SCt 0f VAL.IS. PROVIDE SUPPORT AT SA01 MAIN FRAME =1241 AND AT TOP OF vcu WALL. n=StWZ 8E DESIGN TO LITRT DFiT.F2'.ITO1S Of MASOO>Y TO WIT UN LDVI H • 360. COM?ACTOR 9IAIL PROVIDE =11POFEARY BRACING. FOR ALL MASOOD WAIIS. AS RD�IIIRFD, TO PROVIDE FOR THE SAFE ER :TCN OF THE PM, -M:. L PRE-PFY'D=REO METAL BU:.DLNG Swl. BE MSIC2= IN ACOMMN3 WI'OH AIL 'DADS PRESCRIBED liERi EIN. DESIGN LGkDS STATS PS .^_T AC=JOAN= WITH 9numAlm BI=nc CnE, 1985, SUI tA71' LESS THAN THE F=7,MIG, R'YP LIVE LDA= .............................. 20 'PV PCXDEAD LOADS .............................. 5 PSP }O MISC. O" LCADB.......................... .5 PSP e WIND (AADS ................................. R00 MPO REGION 10, CRAME LOA.bING Gol.. LIAJr- AH G, r Cfo 7-4PA.1 GRA. AJC) 11. 24d !-/.doAZ L.OA.v,INGI Gd4. LINE C, F 4 C125)� L.L, t z2xb.p L-xr,) A DEVELOPERS CHOICE, INC. 1988 • tet; • �7 • liom-awww lt� Q O �. .� O U. i uj CL J Q Q z ui v W ...1 W cc LL z ui N 9,1 a a N 13 CO i CC CFJ CF C RINI rN US n STRUCTURAL NOTES 1: ALL SOIL TO HAVE A MIN51t4 2,500PSP' MR= CAPACITY. SOIL Is TO BE ItNST117TED MID/OR TTS EO BY A TESTING LABD.RA70m TO INSURE MI UN BEARING CAPACITY. SEE SOIL RFS' BY AR1\MAN AND AS--OCATES FOR aMM BOAS PICPARATIGN REDUIRtIOM. R. EOUDATZGN DESIGN 9R7LiN IS PA$.I?IIEWDC. FINAL. EOq.>p+l•IZQi DP.SIGN SATS BE PtnVIDiD UP(YJ APPFC7TAL OF MF1'A!. wmnnr. WiMFACSOINFR SHOP DRAAFIICS. NO FOUDATION POUR '.aF• TALL Op>�t PRIOR Tp APPRWEn StnP ORANIIIGS. 7. OONCRM7 WGA( SHALL BE INA2'JtrDANCE bila! A.C.Z. 301-84, SPFMPICATIOFLS FOR S O IURAL CCZXT 'E FOR BUIIDINGS. CGNCRBTE SFIALL HAVE VC _ 3.000 PSI MINIMUM AT 28 GAYS WIT.{ 3/4• MAXIMUM AO'.TM7ATE, 4. AS SOON AS CCbKn TE IS FINISHED APPLY CURnC AMM n AND MLFR. TR',,L F'DNM TMiRIOR SLARS. BROCL4 FINTSII ErMIOR SLABS AND 5,MUG. OS1911CL•LTOV JODTPJ SHALL BE AS SFYWi ON PLANS OR AT 30'- 0" MAX. JOINTS TO BE SACTf WITHIN 24 HOURS EOR POUR. L RE`OWORCING STEM S'LALL aE ACMFU N= WrTH ASTM A615-844, MOA= 60. LAP ALl R =WnFC= S= 30 BAR DIAAfMMM OR 2'0" MINIMUM. B. REna'ORC]NG STEEL SHAH. BE RA® WAIF BAR SUPPORTS AS RfaJUFD BY THE BAR ON PPORT SPS='CA.TIS OF -JM-JMC.R.S.I. F�QiNfAL OF STADIIAkM FRAC.=, 24th FOITZON. PROVIDE SUPPORTS AT SUALL FIAUPDM AND VISION BARS. PROTIDE 6 x 6 1.4/1.4 WELDED WIRE MES{ AT MIDPOINT CF ALL DPIERIOR SLABS. PFrYf= 6 FDI.. VAPOR BARRIER. 7. METAL W=123G SHOP ORAW=9, SIGNED ADD SEALED BY nnRIDA RELIMERED annn FR •SHALL BE ST.i3I4ITTt,D ".O AI<3n FLT EOR APPROVAL PRIOR TO FOUNDATION POUR OR METAL. BU== FABRICATION. SFr.P ORAWDTS SHALL CLsuw INDICATE ALL =LMREAC.ICNS FOR EX AD COMM ATIONS AS ADQUIRED BY SOUD03 N STA DA. D BUIIDIDC ODLGE. L METAL. 93=D= DICINF>72R Smit. DESIGN THE METAL. BUXUDIN; TO PRWIM LATERAL sUPpORP FOR ALL =OTT'E MASaM WALLS. PROVIDE SUPPORT AT VWM HUN FRAME CCUAND AT TOP CF ' { VAL.L.. S= SHALL RE DESIGNED TO LIMIT DU71LTTONS OF MASGNRY TO WID{IN LFNG'DI . 360. M?rRACTUR smrx PR7JIDE TDG<MKM BRAC_n FOR ALL MASCNlrY VAI -LS, AS REOUTRED, M PROVIDE EOR THE SAFE E3LFY•';ZQN OP THE PR1=T. IL PRE-FM;IINEMD METAL BU:223G SHALL. BE DFSZQSID IN ACC=X IDC= WITH ALL J=S PRESCRIBED HEREIN. LOM'W LOC6 ASHAM R-' DN AC,�I+T1AN= WIII 9DMDARD BUIZDING CDE, 1985, BUT NOT [.ESS THAN •0•@ FaXILWIM: RCGP LIVE LOAD..::*,:: OAD..............................20 pv ROOF DEAD IC.ADS .............................. 5 m HIPC. POOP LOADS .............................5 I� WIND LOADS ................................. t00 TBH REGION © DEVELOPERS CHOICE, INC. 1988 t' w A 17 3 z o: 0 t,>.. 4._ 'p . 25-0 t 1 25-0 25-0Y 25d I 25-0" , 1 25-0 I12° .25-101 _ z Q W 0 M o W ° a r-• W N W w�2 �.�._� _—W 2 L F 2 �— W F L_.� J W F L--I---� I W 2 i - W F -- --I W9r FrF v I __J FI ' Flo --j F10 F —, Flo Fit r d -9 FIO 0 Flo. # ►n I LD .. a0 ►� U' � � it � �t * V, u + * W , N I 5 4 1 I w I 00 M FILL- II— L , II ,in ----------- ________ ______ oQ _' I 411 a o O y w tD--r- a oo V1 � �N o0 -- 2TRAF -------------- MP W/ ----- I t- F C` AT E SLOPE: 2-`6'1 m� i Z 3 1r Q w LL W (3 4 >N QN M N �I Li N N N N LL a ,W * -I � * * * * * + -4 m 1 J F15 FI F) FI FI FI F1 F7 I NL_ 1 f- � L _, _j r- - -I I . — I I _ - -1�— —1 r—' -1 N 'p •Q `tis � M � 44 .�- ^' o0 0 1 w _� N ul w Vl-' * ti 14. w I 1 CID F16 - - -- F11 L .�_ o J I �' CONc, sb / c.x10 W1.4 x L4 Ww(s wnA OVER n C� 1--- I M([_. vINYL VA,GOR PjARRIEQ OVE R GLEAN I SANG FALL TRC TED r-OmPAc-TE . C'j - IN UL I LF8 F2� F2� � F21 — . F2 r F2 ---F21 F6 J-1 II i r — Ln--- 1 I , I I Q C� 4 C ON9 5LAb vv/w1.4 x W1.4 WW I — o N OVER ovErz &MIL VIPIYL- VAP R FSARR IE Q SEAN SAND N F14LTREATED u- p GOMP cTCD, � I I 1 R `7 I - F14 r F14 _F14 r' Fl 4 _F14 rFI 4 F13 I tLh -1 -0 IL ZD_ 3 ---- -- -- -- _ u.. I j 12 WF2 _ F 3 r WF2 I F3 r- �-- WF2 F3 - F3 r- r 1 W172i --. F4 I I _ F`4 '�_1 l---- WF — I ----F5.4 I. l -r— —i I -c— —WFI--- 1 I 71, 1 A ------I I— ! --- -----' 0 • IF L I L_ Ld 11 I4�-04 1. II 40 1 I 11 I A 97_ g/z 5-4 I 0 20-0 I M I A 5-4 20.0 N y I-- 16-0 � - , co 175'- " �.- -- 26E-8" STRUCTURAL NOTES 1: ALL SOIL TO HAVE A MIN51t4 2,500PSP' MR= CAPACITY. SOIL Is TO BE ItNST117TED MID/OR TTS EO BY A TESTING LABD.RA70m TO INSURE MI UN BEARING CAPACITY. SEE SOIL RFS' BY AR1\MAN AND AS--OCATES FOR aMM BOAS PICPARATIGN REDUIRtIOM. R. EOUDATZGN DESIGN 9R7LiN IS PA$.I?IIEWDC. FINAL. EOq.>p+l•IZQi DP.SIGN SATS BE PtnVIDiD UP(YJ APPFC7TAL OF MF1'A!. wmnnr. WiMFACSOINFR SHOP DRAAFIICS. NO FOUDATION POUR '.aF• TALL Op>�t PRIOR Tp APPRWEn StnP ORANIIIGS. 7. OONCRM7 WGA( SHALL BE INA2'JtrDANCE bila! A.C.Z. 301-84, SPFMPICATIOFLS FOR S O IURAL CCZXT 'E FOR BUIIDINGS. CGNCRBTE SFIALL HAVE VC _ 3.000 PSI MINIMUM AT 28 GAYS WIT.{ 3/4• MAXIMUM AO'.TM7ATE, 4. AS SOON AS CCbKn TE IS FINISHED APPLY CURnC AMM n AND MLFR. TR',,L F'DNM TMiRIOR SLARS. BROCL4 FINTSII ErMIOR SLABS AND 5,MUG. OS1911CL•LTOV JODTPJ SHALL BE AS SFYWi ON PLANS OR AT 30'- 0" MAX. JOINTS TO BE SACTf WITHIN 24 HOURS EOR POUR. L RE`OWORCING STEM S'LALL aE ACMFU N= WrTH ASTM A615-844, MOA= 60. LAP ALl R =WnFC= S= 30 BAR DIAAfMMM OR 2'0" MINIMUM. B. REna'ORC]NG STEEL SHAH. BE RA® WAIF BAR SUPPORTS AS RfaJUFD BY THE BAR ON PPORT SPS='CA.TIS OF -JM-JMC.R.S.I. F�QiNfAL OF STADIIAkM FRAC.=, 24th FOITZON. PROVIDE SUPPORTS AT SUALL FIAUPDM AND VISION BARS. PROTIDE 6 x 6 1.4/1.4 WELDED WIRE MES{ AT MIDPOINT CF ALL DPIERIOR SLABS. PFrYf= 6 FDI.. VAPOR BARRIER. 7. METAL W=123G SHOP ORAW=9, SIGNED ADD SEALED BY nnRIDA RELIMERED annn FR •SHALL BE ST.i3I4ITTt,D ".O AI<3n FLT EOR APPROVAL PRIOR TO FOUNDATION POUR OR METAL. BU== FABRICATION. SFr.P ORAWDTS SHALL CLsuw INDICATE ALL =LMREAC.ICNS FOR EX AD COMM ATIONS AS ADQUIRED BY SOUD03 N STA DA. D BUIIDIDC ODLGE. L METAL. 93=D= DICINF>72R Smit. DESIGN THE METAL. BUXUDIN; TO PRWIM LATERAL sUPpORP FOR ALL =OTT'E MASaM WALLS. PROVIDE SUPPORT AT VWM HUN FRAME CCUAND AT TOP CF ' { VAL.L.. S= SHALL RE DESIGNED TO LIMIT DU71LTTONS OF MASGNRY TO WID{IN LFNG'DI . 360. M?rRACTUR smrx PR7JIDE TDG<MKM BRAC_n FOR ALL MASCNlrY VAI -LS, AS REOUTRED, M PROVIDE EOR THE SAFE E3LFY•';ZQN OP THE PR1=T. IL PRE-FM;IINEMD METAL BU:223G SHALL. BE DFSZQSID IN ACC=X IDC= WITH ALL J=S PRESCRIBED HEREIN. LOM'W LOC6 ASHAM R-' DN AC,�I+T1AN= WIII 9DMDARD BUIZDING CDE, 1985, BUT NOT [.ESS THAN •0•@ FaXILWIM: RCGP LIVE LOAD..::*,:: OAD..............................20 pv ROOF DEAD IC.ADS .............................. 5 m HIPC. POOP LOADS .............................5 I� WIND LOADS ................................. t00 TBH REGION © DEVELOPERS CHOICE, INC. 1988 t' w A z o: 0 t,>.. 4._ X ,F . � e W a Q z Q W 0 M o W ° a a W N W9r v IO T 10 C' F r d _ # ►n N .. a0 ►� U' � � it � �t * V, u + * W o N 4 ..J O w N 00 M W U a o O y w 91J a oo V1 � �N o0 cn m� Z 3 1r Q w LL W 4 QN V\ N N N N N LL a ,W * * � * * * * * + -4 m 1 , 1 _3 M as ►'^ ��� a M = N 'p •Q `tis � M � 44 .�- ^' o0 0 w _� N w Vl-' * ti 14. w STRUCTURAL NOTES 1: ALL SOIL TO HAVE A MIN51t4 2,500PSP' MR= CAPACITY. SOIL Is TO BE ItNST117TED MID/OR TTS EO BY A TESTING LABD.RA70m TO INSURE MI UN BEARING CAPACITY. SEE SOIL RFS' BY AR1\MAN AND AS--OCATES FOR aMM BOAS PICPARATIGN REDUIRtIOM. R. EOUDATZGN DESIGN 9R7LiN IS PA$.I?IIEWDC. FINAL. EOq.>p+l•IZQi DP.SIGN SATS BE PtnVIDiD UP(YJ APPFC7TAL OF MF1'A!. wmnnr. WiMFACSOINFR SHOP DRAAFIICS. NO FOUDATION POUR '.aF• TALL Op>�t PRIOR Tp APPRWEn StnP ORANIIIGS. 7. OONCRM7 WGA( SHALL BE INA2'JtrDANCE bila! A.C.Z. 301-84, SPFMPICATIOFLS FOR S O IURAL CCZXT 'E FOR BUIIDINGS. CGNCRBTE SFIALL HAVE VC _ 3.000 PSI MINIMUM AT 28 GAYS WIT.{ 3/4• MAXIMUM AO'.TM7ATE, 4. AS SOON AS CCbKn TE IS FINISHED APPLY CURnC AMM n AND MLFR. TR',,L F'DNM TMiRIOR SLARS. BROCL4 FINTSII ErMIOR SLABS AND 5,MUG. OS1911CL•LTOV JODTPJ SHALL BE AS SFYWi ON PLANS OR AT 30'- 0" MAX. JOINTS TO BE SACTf WITHIN 24 HOURS EOR POUR. L RE`OWORCING STEM S'LALL aE ACMFU N= WrTH ASTM A615-844, MOA= 60. LAP ALl R =WnFC= S= 30 BAR DIAAfMMM OR 2'0" MINIMUM. B. REna'ORC]NG STEEL SHAH. BE RA® WAIF BAR SUPPORTS AS RfaJUFD BY THE BAR ON PPORT SPS='CA.TIS OF -JM-JMC.R.S.I. F�QiNfAL OF STADIIAkM FRAC.=, 24th FOITZON. PROVIDE SUPPORTS AT SUALL FIAUPDM AND VISION BARS. PROTIDE 6 x 6 1.4/1.4 WELDED WIRE MES{ AT MIDPOINT CF ALL DPIERIOR SLABS. PFrYf= 6 FDI.. VAPOR BARRIER. 7. METAL W=123G SHOP ORAW=9, SIGNED ADD SEALED BY nnRIDA RELIMERED annn FR •SHALL BE ST.i3I4ITTt,D ".O AI<3n FLT EOR APPROVAL PRIOR TO FOUNDATION POUR OR METAL. BU== FABRICATION. SFr.P ORAWDTS SHALL CLsuw INDICATE ALL =LMREAC.ICNS FOR EX AD COMM ATIONS AS ADQUIRED BY SOUD03 N STA DA. D BUIIDIDC ODLGE. L METAL. 93=D= DICINF>72R Smit. DESIGN THE METAL. BUXUDIN; TO PRWIM LATERAL sUPpORP FOR ALL =OTT'E MASaM WALLS. PROVIDE SUPPORT AT VWM HUN FRAME CCUAND AT TOP CF ' { VAL.L.. S= SHALL RE DESIGNED TO LIMIT DU71LTTONS OF MASGNRY TO WID{IN LFNG'DI . 360. M?rRACTUR smrx PR7JIDE TDG<MKM BRAC_n FOR ALL MASCNlrY VAI -LS, AS REOUTRED, M PROVIDE EOR THE SAFE E3LFY•';ZQN OP THE PR1=T. IL PRE-FM;IINEMD METAL BU:223G SHALL. BE DFSZQSID IN ACC=X IDC= WITH ALL J=S PRESCRIBED HEREIN. LOM'W LOC6 ASHAM R-' DN AC,�I+T1AN= WIII 9DMDARD BUIZDING CDE, 1985, BUT NOT [.ESS THAN •0•@ FaXILWIM: RCGP LIVE LOAD..::*,:: OAD..............................20 pv ROOF DEAD IC.ADS .............................. 5 m HIPC. POOP LOADS .............................5 I� WIND LOADS ................................. t00 TBH REGION © DEVELOPERS CHOICE, INC. 1988 t' w A z o: 0 t,>.. 4._ X ,F . cc e W a Q z Q W 0 J o W ° a a W N x _ v v .. a0 ►� U' � � it � �t * V, u + * W o N 4 ..J O w N 00 M W _0-4 U a o = y w oQ a oo �' d ■ D �N o0 fn LL. Z 3 1r Q w LL W 4 a a MA ,D o o� 1 1 , 1 _3 2 STRUCTURAL NOTES 1: ALL SOIL TO HAVE A MIN51t4 2,500PSP' MR= CAPACITY. SOIL Is TO BE ItNST117TED MID/OR TTS EO BY A TESTING LABD.RA70m TO INSURE MI UN BEARING CAPACITY. SEE SOIL RFS' BY AR1\MAN AND AS--OCATES FOR aMM BOAS PICPARATIGN REDUIRtIOM. R. EOUDATZGN DESIGN 9R7LiN IS PA$.I?IIEWDC. FINAL. EOq.>p+l•IZQi DP.SIGN SATS BE PtnVIDiD UP(YJ APPFC7TAL OF MF1'A!. wmnnr. WiMFACSOINFR SHOP DRAAFIICS. NO FOUDATION POUR '.aF• TALL Op>�t PRIOR Tp APPRWEn StnP ORANIIIGS. 7. OONCRM7 WGA( SHALL BE INA2'JtrDANCE bila! A.C.Z. 301-84, SPFMPICATIOFLS FOR S O IURAL CCZXT 'E FOR BUIIDINGS. CGNCRBTE SFIALL HAVE VC _ 3.000 PSI MINIMUM AT 28 GAYS WIT.{ 3/4• MAXIMUM AO'.TM7ATE, 4. AS SOON AS CCbKn TE IS FINISHED APPLY CURnC AMM n AND MLFR. TR',,L F'DNM TMiRIOR SLARS. BROCL4 FINTSII ErMIOR SLABS AND 5,MUG. OS1911CL•LTOV JODTPJ SHALL BE AS SFYWi ON PLANS OR AT 30'- 0" MAX. JOINTS TO BE SACTf WITHIN 24 HOURS EOR POUR. L RE`OWORCING STEM S'LALL aE ACMFU N= WrTH ASTM A615-844, MOA= 60. LAP ALl R =WnFC= S= 30 BAR DIAAfMMM OR 2'0" MINIMUM. B. REna'ORC]NG STEEL SHAH. BE RA® WAIF BAR SUPPORTS AS RfaJUFD BY THE BAR ON PPORT SPS='CA.TIS OF -JM-JMC.R.S.I. F�QiNfAL OF STADIIAkM FRAC.=, 24th FOITZON. PROVIDE SUPPORTS AT SUALL FIAUPDM AND VISION BARS. PROTIDE 6 x 6 1.4/1.4 WELDED WIRE MES{ AT MIDPOINT CF ALL DPIERIOR SLABS. PFrYf= 6 FDI.. VAPOR BARRIER. 7. METAL W=123G SHOP ORAW=9, SIGNED ADD SEALED BY nnRIDA RELIMERED annn FR •SHALL BE ST.i3I4ITTt,D ".O AI<3n FLT EOR APPROVAL PRIOR TO FOUNDATION POUR OR METAL. BU== FABRICATION. SFr.P ORAWDTS SHALL CLsuw INDICATE ALL =LMREAC.ICNS FOR EX AD COMM ATIONS AS ADQUIRED BY SOUD03 N STA DA. D BUIIDIDC ODLGE. L METAL. 93=D= DICINF>72R Smit. DESIGN THE METAL. BUXUDIN; TO PRWIM LATERAL sUPpORP FOR ALL =OTT'E MASaM WALLS. PROVIDE SUPPORT AT VWM HUN FRAME CCUAND AT TOP CF ' { VAL.L.. S= SHALL RE DESIGNED TO LIMIT DU71LTTONS OF MASGNRY TO WID{IN LFNG'DI . 360. M?rRACTUR smrx PR7JIDE TDG<MKM BRAC_n FOR ALL MASCNlrY VAI -LS, AS REOUTRED, M PROVIDE EOR THE SAFE E3LFY•';ZQN OP THE PR1=T. IL PRE-FM;IINEMD METAL BU:223G SHALL. BE DFSZQSID IN ACC=X IDC= WITH ALL J=S PRESCRIBED HEREIN. LOM'W LOC6 ASHAM R-' DN AC,�I+T1AN= WIII 9DMDARD BUIZDING CDE, 1985, BUT NOT [.ESS THAN •0•@ FaXILWIM: RCGP LIVE LOAD..::*,:: OAD..............................20 pv ROOF DEAD IC.ADS .............................. 5 m HIPC. POOP LOADS .............................5 I� WIND LOADS ................................. t00 TBH REGION © DEVELOPERS CHOICE, INC. 1988 t' w A �1J z o: 0 t,>.. 4._ X ,F Y cc 4V W a Q z Q W 0 J o W �1J z o: 0 t,>.. 0 LLJ Z Y cc a W a Q z Q W 0 J o W ° a a W N �1J 49579 i -+I27-D�-(--)--TOP OF SOF 411 S� d Kz M ETAU P/ T T T )UTH ELEVATION Sr, A L E: 1 l'- 0" C EAST ELEVATION SCALE: 1/ 8"=l' -O" A Bon 1 +122-0 PANEL i FLOOR {100-0' T c D 0 j LJLL EAVE - F METAL S. TU cc SPLIT FACE C.M.U. I F- it FINISH E EAST ELEVATION SCALE: 1/ 8"=l' -O" A Bon 1 +122-0 PANEL i FLOOR {100-0' T c D -1 WEST ELEVATION SCAL,E:lt8"=1'-0" - 1 1 ,10 PY +1 i28-41 �D �T ANEL aNEL CANOPY 1090 FACE C.M.U. --I G HT r 122-o :'A NEL, 1 1 FLOOR 100-01 0 j LJLL EAVE HI Lm CL METAL FINISHED -1 WEST ELEVATION SCAL,E:lt8"=1'-0" - 1 1 ,10 PY +1 i28-41 �D �T ANEL aNEL CANOPY 1090 FACE C.M.U. --I G HT r 122-o :'A NEL, 1 1 FLOOR 100-01 0 j LJLL z Lli CL CIO '0 p LL a. z ui • 0 j LJLL z Lli CL CIO '0 p LL a. z ui 49579 F l�. NORTH ELEVATION SCALE: 1/8"=1'-0" I F�IIJI -c-,- 1-11=-0 SECTION i' SCALE: 1/r8"=1'-0" 'G I� IMI j d E r 10 WINDOW ELEVATION S.(;A1E:1/4"=1'-0" I� -11 ROOM FINISH SCHEDULE room NO. ROOM lJAMf. FL0011 h1AlEf11A FINISII' RASE WALLS dAiE111A1 - INISN -CEILING_ ATERIA FfNIS11 IIEIOlIT REMARKS VESIIG'U(1- RTC[I'11011 fel I I ('I SI IOWROOII COU(:R.It _ _ cARPtI VIIIYL IROWII I INISH I VINYL LL ORVWALL PAINI COUS.LAr IN TILE FACTORY 9' 2'x4' ;. ACOUSTICAL CEILING TILE REMARKS 1 1 Storefront Glass Alum. 6'0" 710" 14" (2) 3'0"x7'0" 1 2 H.C. Wood W4WC) 3'0" : V' lk" 013L. SWING 1 3 CAFETERIA Woap METAL 3'0"g" IG}" 1 4 FIRST AIL I 1 5 — - _ .._ MEN ORLSSING WOMEN ORLSSHIG - -- - - MLN -WOI IEIl WAREHOU_S_E_ T _ _ MANUFACIURIUG — -T- W.P._— DRYWALL L14AIILL DRYWALL ENA14EL _ A METAL - METAL - VARIES VINYL, _ DRYWALL PAINT COUS.I.A IN TILE FACTORY 9 2'x4' ACOUSTICAL CEILING TILE 1 1 9 I Ii .J DOOR SCHEDULE o Q I O SIZE LL QUANTITY MARK TYPE DOOR FRAME W H T REMARKS 1 1 Storefront Glass Alum. 6'0" 710" 14" (2) 3'0"x7'0" 1 2 H.C. Wood W4WC) 3'0" : V' lk" 013L. SWING 1 3 H.C. Woap METAL 3'0"g" IG}" 1 4 I 1 5 1 6 1 7 1 8 1 1 9 I Ii 1 10 H.C. Metal Metal 3'0" 7'0" 1:" 1 11 1 12 Roll up Metal Metal w w 10'0" 4'O" - Overhead 1 13 H.C. Metal Metal 3'0" 7'0" lk" 1 14 H.C. Wopd Metal 3'0" 618" 1;" 1 15 1 1 16 1 17 1 IB H.C. Wood Metal 3'-0 6'8" 14" 1 19 H.C. Metal Metal 3'0" 7'0" 1k" 1 20 Bi -Fold -- 5'0" 6'8" 3/4" (2) 2'6"x6'8" Louveredl 1 21 8'0" 6'8" 3/4" (2) 4,0"x6'8" Louvered , 1 22 H.C. Wood Metal 2'8" 6'8" lk" 1 23 `L I I I I I 1 24 S.C. Wood Wood 218" -- -- Handicapped Toilet l 25 � . 0" I I 1 26 Bi -Fold Wood -- 2'0" 6'8" 3/4" Louvered 1 27 5.C. Wood Wood 2'8" -- -- Handicapped Toilet '- 28 Roll up petal Metal 12'0" 12'0" -- Overhead 1 29 12'0" 14'0" -- 1 30 H.C. Metal Metal ,3'0" "C" 14" 1 31 H.C. Wood Metal 3'0" 6'8" l," 1 32 H.C. Wood Metal 2'8" 6'8" lk" 1 33 H.C. Metal Metal 2'0" 6'8" 1k" 1 34 S.C. Wood Wood 2'0" -- -- Toilet Stall 1 35 H.C. Metal Metal 2'0" 6'8" 14" 1 36 S.C. Wood Wood 2'0" -- -- Toilet Stall 1 37 H.C. Wood Metal 3'0" 6'8" l," 1 38 , I 'L 'L I T 39 N.�. Pocl(ET W'"n WDa� G o' G g� 1 yt" (2) 1 �{O PSI X04 Sa WdOU - >r' p" 8rr �Q) ?•Gnx G' 8 a `t 1 H. C- WtvcO MI:TtiL 3'-0" G'• 8" I y¢'r t bv�rERE� "i 3 © DEVELOPERS CHOICE, INC. 1988 .J I� o Q I O z LL Y W a J Q W W o a. L- w Q 01 Sh'e'et: /! I (O t� �.i -------------- IIF Mlff� 5 qr-r- C90T:ot'1tf�r N , 2 � 5 coNr• v � 10" 2- - ON SECTION .k SCALE 3/4" T-0" O •. IIS" MTL SIDIU�i II rL ?gM BUII.DDL D CI)MM S1AIL- DFSICN •DO'. MML 3=DE TD PROJIDH LATF]Ml! hurt FDR ALL C3.7CREm MA9RM FAILS. PROVIDE SMPDRT AT EAC' NAIN FRAME COILMI AND AT oP CF WAIS . STEM SHAT_. 8E MICM TD LD (r DWI.CIONS DF HASQLRY TO WMM LLNCDi • 360. Ca?TRA=OR SHALL. PROVIDE TDG'ORAW SAX --C FOR ALL MhSa :C •- NAILS. AS T=TrRM, TO PPOJIDE FOR •DS SAFE FSi1-'-:ICW OF "Im PRWE:7-". c• i 2 )SECTION SCALE 3/4" = 1'-0" f SECTION 1'-0" SCAL 5A4AJCU-r GO{.1� 201- I/amu JOI Krr c u -r 4cLrn4- „yam INZ44FV5. OF SUR Il x� wi.4.xw1.4 w.w.M • x x x- X IN fill I U SECTION 9 SCALE 3/4" I 12 U" t' of PA�EM�N Ts�aN - sTL . PI -� 6 WI. 'eWI.4 v TLV SECTION 6 SCALE 3/4" = T-0" 2L, VINYG $y Mgf . &1 dna . MA,10'f. 8 L II ,2 p 1211 ® C 'n W/ 24" HC OY, TOP ' �� M�'�I. K�`�WA`1 �% GLI.• ARocAD. -D (�)�5 �{2`�0•C• 6kb 4.4 VC1. .M Q A — 4'-g1I rte' SECTION ��7CMLE�314�-= NiiL. �I twit-1G'j N1 -TL. 51 till-l� Y YI--PGK n COLUMN EASE I 11•isUL.ATiot�l COLUMN E!),&sE- Ft, IL-OLiI-A.TIof`1 5Y M ETM- E>u N E3`>' METAL I-I,Y ME.T/t L' 6U N Bti' MMA,,JUFA,GTUF;F- 5UILMFN4•���' MSIUF TUF?,E 6UIL.b1HN,.�6r MANUFAGTUREr- MAN U FaGTU RE IZ it ,b,I..LG I•-I.O R, 130LT� I.�l I �..II o �s 1-IaoK - St:�� S► -Eo 1�21I REGE55 HGV , -SES 'b4 12 REGE �z,a,�,�{ �S Ffl�, S I PAvE- E M N CSI h� s Fob, S EtM N �u.w.r..r. � G II G z 61-A fo l c ! I -4 x W I . �- t�tl. Lcl . M • ly2 '7X Zb 77 (�#cjGO�Ti, �/A. R \/A. R F3,F J ER , �+/� RPI -SEE HA RPI �otJ N a,6.TION PL 4 f`L I I �lJ N pQ,T10r1 PLAIN j(� r IIil�lll VII I I � UI � I I— n , I (�- 3 c -. (-ryf SEE FTC. SGI-►F�ULE FOR �al�E F2 JE -j . e • • • • • 10 SECTION - SECTION SCALE 3/4 SCALE 3/4" = 1'-0 ovERHEA't IIIII VA.R:�'R SECTION r SCALE 3/4" = T-0" � Q � w n 3" GL . �TYP •� 5EE FT� SCI-{ ErD - �•, S RI tt REI PF - GG7L..UMK1 � PSE F�- B`( M E-rS.L 6U I L nW. _ MA. Ki U F4GTU 12- } SEE P _c N - x--- la 181 h.►JGµoiz 6oL'fr:' I3Y M E,TA.L FL U I L-bi N1rj 1 ,�I L M AN U FACTURE R '2 &x& WI.4,/-wI.4 KL -N -M. �El✓ FiG • �I-i�bU L E SECTION n / w SCALE 3/4 SEE FTS • �{-FEb Fo '° 51 �� � �IN•EoRGIt�I r Y E 5-rL . COL.. E�>EYot 1t D ' c1:>FZT t?xk5r- A'114 ALJ- META- 'E,431 q EKY t3U I UCI nt cl 6Y 6rAc--r i g- r..�AN iJ FTU FzF� T. M ANU �G7U R•E.FL 6,6 V41-4 V41-4 W.A.K. O X O V(/1 24" Hooic.Tt3e 2 - 5 CONT 3" cL . r'fP) H F7M >•-tET>a.L 1c�`r'vJl�-i' �ea.s'C"• � �� � 'STRUCTURAL NOTES 1: ALL. To HAVE A KDTD .N 2.500PSP EVMW- CAPA=.'"Y. SOIL :5 :J BE ^.:sPFZ: '7 D AM'M BY A TEST= LAMPAMW INSLBR KaMIN BFARDY..-:.PACT:!. ;FE S= IMPO ?' BY ARDMMH AND ASS=? --S FOR OIMM SOILS PRFPARAT-'M P='RF?UNM' • • • • • 2. FMMATLIN OMSIM SICW LS FPr- MVM— TDLAL rOMMATIM P" -SIL" S.NALL. BE PRW=Ea UPON APPROVAL OF HFSM. PJ= nZ IW,A➢'ACIDRF]l SMP M WDx'S. NO I'MA)AT'IM POUR WALL CIMM PRIOR TO APPRWID SEM DRXwn=- 1. C7jM L 4nm SHALL BE D7 AC=nAN= WrM A.C.I. 301-81. SP=--I.2TQL5 FOR AT 28 DAYS WrM 3/3/44. bMAI�SM AOMMM1'P. g � HAVE F'C " 3.000 PSI HINDS24 . <z` 4. AS BOON AS mx> Is F'DLLSHM APPLY C mnc AL.�- 7T AHO EM -13k. 'FOAM FDILSH 1,.� RnTRIOR S[ABS. BFCCM FLYISH F7TLZ7OOR SLABS AM STAIRS. MIST -1=10N JOI?nS 1 SAL BE AS a1CM ON PLANS OR AT 30'- 0- MAX. JOnM TO BE SA:LT.: WI.1112r 24 7 / HONLS F'OR POUR. t ^ L ;Mn*nRCD7G ST= SHALL BE AanRDM= K= ATD1 A615 -814L. MVLZ 60. LAP ALL Wl REn*ORC n SnM 30 BAR DIAN=--RS OR 2'0" NINIMIH. -__ L RmVnFc= ST= SHALL BE PLX= WITH BAR SUMFCS S AS R•St7= BY T1L BAR � E CT I O N . SECTION ' SIPBOIS SP ICIMSA AL H -ImM C.A.S.:. LAICAL. AR PRA_:..6 4/1. IDI:;07. � � \� V PR'NIDE SUPPOI05 AT AL•. HAIIL IFLS AM '."`SLSICN BARS. PAO/L. fi x 6 l.i/1.. NF2L}D WIRE MESH AT M7IPOD" OF AIL. D?MaOR SAES. PROJ= 6 M -r— VAPOR BARRLER. �' , '• •ME= 90�I.LILE 5 Q:SHOP •14D 1D° APPRovAL PRI FOIT�AT�IQt POUR OR OR SCALE : 3 / 4 " = 1' -- p • S C A L`E 3 /, 4 " = T-0- K=DG FABRICATION. STOP ORAWDLS smu a�a w nm=A= :,r- =km R mc—C S ' FDR LOAD 0:1-MMIXIONS AS RTXJIRM BY =MUM S•MM- BLL=nr- cnE• © DEVELOPERS CHOICE, INC. 1988 B y —A el ---jDat Revisions i'- � I, 6� Issue i y I. Q u a U d , WK i•. a I k c , a • _� qty � I EQUIPMENT SCHEDULE 1 P-0twI la P O_ a - OVEN/ - ... ... r 208 . 3 .. •I r/ F7 VVry Vv I I 7 I'/— I..— r/yJYFi. L-ur—. B 120 I Zo ��'' G w/3 -#/z Yz C, w/ P1 O GRI NorR5 .so 120 / 120 a D O w61-0 6/, AUro .268 208 3 3 y2 7 J C. w/ ti -#1z �y C. wl 3 _ #/a I -#IZ C.w/3`#!.2 %y "C. w/3 --11/o I -#Iz „C w/ 3 _ #/a / - # /z G w/3 -#8 1-p/0 "C, w/ 3 - /2 // C, wl 3-#/i Pl P/ FO RARIAG PRIL.L 5 20 S 3 16 PI O OPRESS DF�I�L 5 120 tog 3 S 16 11 pl x J� Fo�12/J'�G MffG h". SHFftR 5 10 2-09 20 S 3 3 16 28 P) P 1 0 WORk TftBGE r zuj 1z® I Zo f'I O OT'E'S /7EGRrftSEi2 T !J 57-Por1rAIT uwj 208 /20 3 I q2 /O 1y2 O !4112 COJ"'IPI'E5501'z 15 ?48 3 S Mra{ //'CI w/3`#8 /-#/O P/ rpIm1-i1A G- aV-i 120 J Y2 "C. W% -3 -#1z t' 1 O BI2117G� CRANE 7. S 20 S 3 30 / ,�� ,,.� 3 NOTF o /-SGL AQUI P. WI RW& Ta QE THHA/ COPPER, ELECTRICAL RISER r.1 o1" To Sca.�E t 1. 1 Check Date J2� Scale Job No. 6 2 a'7 w � a o o a .J LL A Ii a , W I-- Cn W J w � zuj Cn J 'oLL uwj W O. z a V Cn W CA S Mra{ 7 q+ fJ7 �.btr5� FCF � da 1� 1. 1 Check Date J2� Scale Job No. 6 2 a'7 � a o o .J LL z Ii a W I-- Cn W J zuj Cn J 'oLL uwj W O. z a V Cn W CA Drawn Check Date J2� Scale Job No. 6 2 a'7 i I f: ii 4 AF 49579 1 \ w I � y r �• i.. I.. i I f: ii 4 i \ w M y r �• R6visions Bjl �•' F Chat TT �AIJIij > a , r, Zwn r � j i,p, I Check Date )2.i�3 Scale W Jbb 1Vo r � 0 :'7 �f Vn i I f: ii 4 i I f: ii i \ w M y r �• �•' ,Y, t TT �AIJIij > a , r, Zwn j i,p, Check Date )2.i�3 Scale W Jbb 1Vo r � 0 :'7 �f Vn -Shtet• il J f .. � P I rzi I if; t Y ..' �0 1 CL Y 4 rl ,P t w M �•' ,Y, t a , r, Zwn j i,p, Check Date )2.i�3 Scale W Jbb 1Vo � 0 :'7 �f -Shtet• il J f .. � P � � .IMS � • dQ S79 F-AKTI +11 H1, plwspp K -AH taKj1,Pf'r--P 6YrKi%.n MINK I ArflM 5PT'fl.WvK1 hNIS4t' 619AM t5AGKm.I. MiXtUKr, "�%"�`�\^ \\� L "I" FL A HTIH6 601L- '7/' ON SHRUB & GROUND COVER PLANTING DETAIL NOT TO SCALE ALL 5TAK-F-7 SNAU, bt- MJ,aW 4KAne, -Mt, 6PAt,L NOT rKOfKUM- AWV? • Ku�t� fit, ol�ov� • �IK�f t��.l.l�.s 3 61UY6 HI61H wlKr- - TwItUr �wHITr- rLA6TIG TAM OH FA. CIui WIKI% 5- Z"= 4"6TAT`-*,6 - 5 15Alt;K MUV-41-A,K5K Njr�Ap rpm ;�� w • � 6AGK�1•Ll. MIXTU1et; I t°AKT MUS-iC, Z pAl�( bANd, i'L�WTIH� W/5 # ►'111.D�GIAHITI; PAIA. TREE PLANTING DETAIL TH 0 DSCAPE NOTES All trees, shrubs and hedges to he native species. All trees to be a mininum of 7' tall and 1" DBH. All landscaping and installation shall be in conformance with local codes. All plant material shall be Florida #1 or better as outlined in " Florida Grades and Standards for Nursery Plants ", Parts I & II, State of Florida, Department of Agriculture. Hedge to be 2.5' in height at time of planting and to be 3' in height and 50% opacity within 12 months of planting. ?r, IS No or- Tjzf`r-'* or ANY To 15t�- owout=1;7. 1, MV r - n Atm ; 21, r2O7. G) O �-. �vlej?-a I o�- /NT �-ANt%F_ Me M y.r-. or PAYW& 1N AU- AFGA*- 2 I, r70-7-5 -� SO - 30' t`; S?. Zt QutF-e o *'r-' or t NT t,ANrr�. rt�,P- I rAU-106 fn?/�vlraet7 d'30 • �5 + 3�0 = 810, (5 1 Tt?t�� P�t� loo �iP. p� lNT �An11�5G.=gTt���s 12t%AvICCgv �ot� lt�JT�t�I�L C1�f•1< 4P/N�. �I M. a G • a ' rc • • v � v rvr • �I M. FIXTURE SCHEDULE iL w4m ft)4; . LANVS , . A FtL)pp- -I r -4c;. -C -w St e, 'Eir ert-UOK =5r� f C- w G5 '�>TRJP rukw' lmp-6ps t, Ow. mv. WALL IL 't, ro-TRIP PLIJOK -twRmcm P pN405T rAm Ducmv tocdl►fm M, W -r. 1m1,mDxiw �rDIAN:* % 1C-A.UCMC-Ujjj- O w VYrT -�-44U w ALL AP ti A� L ry n Ong AI 0, LLMi F CC _j A W CO ww mom w j < rown j I. �4 check 8j-5 We oat Scale .............. 'Job No. Sheet:-,, 44 Nit"! EVELO RS C�J ILI' iL Issue 11 A� L ry n Ong AI 0, LLMi F CC _j A W CO ww mom w j < rown j I. �4 check 8j-5 We oat Scale .............. 'Job No. Sheet:-,, 44 Nit"! EVELO RS C�J ILI' Issue A� L ry n Ong AI 0, LLMi F CC _j A W CO ww mom w j < rown j I. �4 check 8j-5 We oat Scale .............. 'Job No. Sheet:-,, 44 Nit"! EVELO RS C�J ILI' #'JO L� 3f y C, V//3 it /0 J T r C, w13 { tb ir,i r*W lir'. ix , iyr • (\ C .moi ® `.� ��, ) "" : ,i. � � -4: • ` � - I � , J i �I - ,� 111• r i'v j ,� � T 1 1 ,',. rJ I ` r yam..• � � I ' .� � � .� `a ''` r •�•� ?� � ? -ra;, C P w -012 J . 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" ' — - _ I • 1 , I 11 I 1 " 1 " , 1 _ z I t 1 5.:LIGHTING -� .'"1 I 1 11 ` I I , 1 1 20 1 1400 ' ' 1400 '10 1 LIGHTING / / _ 1. 1 6 ,' Ir I 1 1 , r '' ., .: ; 1 , ' 20/11080 „ ,'-.'• , 360 , 201 S RECEPIA , RECEPTACLES - , 1 b, 5 , I 1 1 5000 ,1 1 1 5000 6 , 1 1 1 1 1 , 11 1 - 1 1 1 ' 1 I _+._._---" -----'-------'- ---'------'------- -------------'.__, i 7 1 50/3 5000 5000 3 AHU N0.. 8 7 1LIGHTING50 20 1 20/1 !LIGHTING 1>'REEPTACLES 900' 1260 + , 2011 1RECEPTACL B--- 11(t,11' r r______ ------- _rt-__r_.____«_r_-.._-, -------, rd,....... 1{ -r. .,RECEPTACLES - ---'-'---------..,---------^--1I'1I1,,1-0 1'$PACE-- ---- 5000 5000 9 20/1 1400 1009 -P - 110 _ _-.-r_-_` r•+- -'----- -- r_- ---------E--S' 5000 .. 1100 2011 ,LIGHTING ' 1EETACLE$5000I1 E S_P,A_C_ 208.1200 111 r -__-_ -----, -. - 1 1 t ,� 50/3 2772 2772 50/3 CU 1 ,13 ,LIGHTING •_;,7- .,. ,. LGHTING2 20/1. 1440 144 '14 ,' -_ SPACE20/1 X13;SPACECU ........ -------------111', '.----------------"- I'!' •.'. 1,t 1146 -11 ---+1I,; _rr _ ____---1_------1----__-I-------+------------------------- _ _-___rr-.. _,_r ___,,_- r________ . 1 - -'�•r -1- ---- ---- --- - wr;;- r----- ---'•---11;11' 115 2772 2772 116 15 LGHTING 20(1 300 600 20/1 1LIGHTING , ,lb 115 'SPACE ;SPACE - rr-_-r-"__-r.r_-...__ ..'••-'- 1. t _,_••'--_•_" 1 --' : - :_ r , ;,•. �,. 1 I 1 18 - :r- •. t ,LHG 300/1 1,LIGHTING 1 20 1 1 7 ;SPACE17 r 1$PACE 118 1 • F___1___r_____r____.rr^-___rrr+__»__ . t_-r__-_1_-rr_f--___.II...___r_-t__r_-r_t_r_-___I_rrrr_rl_r.____r__-_r________rr__I _._I •. 1-r-'--�--_- '_ '-•-..__+r.._ 1_rw.r---''---'---'^^----^ .. t-__-.r_+_._ter_- _ -r_. _r_w___-._1 ^_-rr __- 1 1--.__r_1 r_rr__r-, ___-___1. I t •` -- 1 •' '. 11 1. �.r. _ "'•_--------- -_ 1_ rlr__ __•_ - -1 _ 1 F'. '1 ,t 1 1 `'.'I' ` -' 11 ► - ----------•-- -- '1D I .. I 19 CU - 3 1 I_ 1 1 I I 1I 1 , 1 50/3 .2172 2772 , ,. 50/3 CU - 4 1 / 1 1 1 II' 1 / I , , 20 1 1 , 1 N ,19 1LIGHTI G ;. ,. ' 0 ' 480 ' : i'.,. 000.' ''`:' ' 20 1` 'LIGHTING ;: 1 2 /1 f, 1 , , / , '20 ':. t 1 - , , - 1 1 1 :19 :SPACE , r. 1 f; II . r' +tr__-_- ..I, SPACE _1 1 .: __________________,-___...__.., .__r» r_ -.r_- - _ r __--__ _______-r__rrr ....__.__ ___r___ _____-__________•-r.-___• _ r.. ' _«--__'_- - 1-•---•''-•-_ ^'_» - "--'--•-ir..Lr _I_- _-I-_..._-�I_-_ - ,., , ,, -,., :. r.. - - . .._.. «.._ I 1. :-11 1. ... , I . � r -_-t --- -r-r 'r •1 -.; I , 1 1 1 1 • 21 �. 1 1 . . 2712 2772 , , 22 •.. 1 t .: ;'.� 21 LIGHTING'. - , 1 1 1 '. .11 .....:.:. .. :' .,:. .: ":.1 , t..: �, 2911 ,. 1;.1600 , r,: 1 ::1000 , , 20/1 ,LIGHTING 1 1:.: 121 I I I..;. •` .:: .'.,,. ,.:.. ' ' (SPACE ,21 ,SPACE , , , 1 11 , t 1 -.. .,' :,1- 122 1 ,. '---'-------------------------'--'--- '-------'-------'-^----- "-------'-------'-------'---'---'--------------"----'-----'---' I I I 1 I I I 1 I 1 ,:;. ,. 1 -'---'---...._.._r..-----^--_.».._--'-r_--• 1 t ;,. 'r«.--"''---•---'-"-""-^ " -----«'"_-----'------'-----."-'-------"-----------------'-•-1`� ,,. ,.. '1 1 _ 1. Ir .: '. 1:- .. t I 1 ' � 1 1 _ _• -'r-----••"-r---'-`------_•_'."---- "'-- , 11 I I I �.�. I �- �- 1 1 `.. ', 11 1 , 1 124 I I I " 23 1 • ,: 1 I II 1 1 I • 1 • 1772 2772 ...r I I 24 '1 - , , ,23 ,LIGHTING , , , . � , , I '. 1 -`. ': , 1 ! • 1 24/1 , , ,. 1200 „ , 1000 20/1 ,LIGHTING - :. 1 1 , - 1 124 1 _. �. �'.. 1 y � , I 1 : ,23 ,SPACE , , 1 t ,, 1 SPACE '- -' .�f I -fir ,. , I 1 1 I 1 t I 1 . _ _( _1_ _f ----_t_ •1- _, 1 _t I -_-1-____w__ _ ______ -_tr _-_r t_ __I,.r...___+. r -,t -r_ -r, -Ir .- r, __._-_rl_.-r_w_tr .. __r__r r_____________trw-I---rl___ 1 1 1 1 1 'fl 1 I I 1 r ., --"---' ------+I -------' ------ r!• _�— 1_ _I lr ------^-------'------- -,- i h^, _ „. 1 1 25 EXH FAN '... 1 I ..... lw I 1 _ i !' I1 , 1 1 I 20/3 432 432 2013 FAN ,_-.1 1 , - 1 , 25 LIGHTING t 1 .:1., t' .:,'"' '. 1'. L •;,.. ., II I 1 .' I ', " '10 1 1250 1000 1 , 20/1 LIGHTING 1 1 1 , ,1 1 1 L-,..: ,26 I , 25 SPACE 1 ;SPACE 126 . , , ,, I 1 1 ,EXH .• 126 , -;- ,. ,. -t --� , --- "�':, ,_"' , '`, _:•' ,.., _, 1 -,- 1` 1 1 -----'-------------------------'---' ''._, ` ' - •_ `' ►`` I ;2S ; - . '27 'EXH FAN 1 1 ' 432 1 It ' 432 '' ' 'EXH FAN 1 I 1 I 11 I 1 1 I '20 ' I 8 I 127 ,LIGHTING { .., ,--.:'. ( .II ,-_.. ,'. 1. I ;....- 1 20%1 I f .17.00 1 11 , 1600 1 , 20/] !LIGHTING.;, - r , ,28 , I ! ,27 !SPACE , 1 , 1 11 I 1 ft -+r (SPACE _ I ---------'---' '- -'- -----------'---------'-'------ '--- '- -'---' --- " '--- ' - --- I I I _ I I _ t _ _ --'-----------------"-- - -'-- - '-- -'----'------- " -'_"--'- -----'-------'--'---.t__ ...:.-------- - rr_ .,_ r .. :I f -1 1 11 f 1 ( 1 � , ,.... 1 1 I `�.: ': I 1 ,+ 1 � I f-_ _1 -'•--'----------------,-_•__"-_, �1 f � 130 I .. - - 1- .'1_r_r_r_I_r,___tl r_r.., ____--_1•_____ -. , I 1 If 1 1 I , t 1 � : t t I I � I. � ( i .. 1 -• •1 _______________ "I ;SPACE , 1 130 , . • 12 1E 432 !1 1 1 , 1 N 1 I I 1 11 1 , 432 , ,EXH FA 1 1 ,30 , 129 ,SPACE :.. :: .', ,� , r': , ' 1 - .ii i I 1600 , 20JI (LIGHTING ,' ,; r , .. 1 1 ,I ., 129 ,SPACE ' ' ------- ---- ----'---' „ �_ _ _ _ _ - __ r.-_-.. _ _ +- , r '---'----- ,_ ,'- -__a_ -1i_ -r_ r, - ---�'- -='-------^-------------+. _ _" - ,,•---,P ., :1� _, .�� _ _ _'_----'------ 11_- _« -'------'-- ----'- , 1 ---_rr«.----- .:i__---_ '_----- __ - ----- - ._ -- _r - 1 I I 'It I 1 1 -'- ------ I , , 132 + ' • 1 1 1 II 1 1 1 I 1 , ' ! ,31 ,SPACE ! I 1 '- 1 LI : ' ' 1 1 , , ! ,, 1000 , , , 2011 ,LIGHTING 1 I t32 ,.- _ 1 I I 1 ,31 SPACE 1 1 r I ,1 1 I 1 ;SPACE ,31 ,SPACE t 1 1 1 11 1 t ,SPACE ' ---'-------- -' ------------..' ..----'•-'-•-----"---•---'---•---'-------'----••--'----------------- 1 1 "`----'-, :32 ' -"-' '---'-------'-------- -------'- _. 1_»r- _'_ -- -' - n •__rr--'-------'-----'------'---------------•---------'---' - -,- - -- 1 1 P 1 r 1 I " I - I - ' - 1 t ,---'---------------------'_____- ,-------'-------'------- "-------'-------'---- ---'-------'-------------------------'---' 1 ..._ - , �1 1 r 1 :. 1 I - ,33 ;SPACE _ �-�1`1.- _ ' I :; i ii 800, 20/1 SLIGHTING ;34 ; - , , , 1 I I 1 t I ,33 ;SPACE ; , I 1 11 1 I , 'SPA , OE :34 ----'---' (SPACE 134 - - ' ----- -__-_r-___ r I r _ - 'I 1 ,_ __-'--- ---'- ---"----'--'-------'----_--'-•-----'--------------------- r •- I 1.,_.....r__.,..___ -__.._-r..____ --- `1` , 1 -_ --------------_--------I_-_I , 1 1- 1 I : I ,35 jSPACE ,,, 1' 1.. '',w.. '.1 .,: kl. ,.: •,`..,' - 1 1.,.: '. I 1 '. I :..., I. I1 _ 3 1 , .- (SPACE ,` 136 I , .. _..11. 11 I I I 135 'SPACE I I 1 1 I I I f I 1 ,SPA I CE I I 136 I --' •, I ,35 ,SPACE i 1 1 I II t' , I ,SPACE 1_rr1 1 136 , '---'------...- ___-•--• -•,"- ' r __ .-'------ '- -'- ---'- - .. L,-_ .Ir _w-rrlr..-__""+- -/�-- - -r-------- -'---' 1 1 _"• _" -- ---'-------'----'-------'------------------------ '--^'--------__•--------------'---- '---- '----'--;." ---" 11 1 , t '-. I' ^' ! ' ' '`'' • _ 1 37 __..___ -_-t__r_._ r-___x11-_-_-._1____w_____r._t_r_rr_-+__.____r_____r__r_r-_-_rr1___1 I 1 1 � I- I I I r 1 I I 1 I I I 1 1 1 � - � '37 'SPACE 1 1. I I - -11 1 1 1 .1 � 1 � .. ... 1 _ 1 �, - ,SPACE `«�. '3B � ' I I- ,. 1 - - , , 1 , �`; ; ,37 ,SPACE , I SPACE- I I 138 I - ,SPACE I 1 t 1 11 1 r (SPACE 1 , I- "— ' ' ' ,38 t '---,..—'— '•- -----"---•r_- "'— -`. '.'-------'-=----_I1— --'-----'•'-------'---'--•' - —--•----- --'---' t 1 t ,. ---'-------' -------•---•---- '--'•'--------•'—---------•-- --- - ..,.- -; `.— —� , 11 1 + ' ' I `1 . ' :...,. . —'— — — '-- -' — — ----- -1 ,'--,--"------------...... _-,-•---- ,-------, -"--•' , - - -'ll '----",- •- ,--" "--,-------,-..-'.-- --" - -"---- ,--•', .. , , , I I r r r I I 1 I .I I 1 I I y 139 ,SPACE I 1 1 11 1 1 1 ,SPACE 140 I 1 1 1 , 39. 'SPACE .. 1 ........ 1 , , ,..I 11 ,;: 1 ''1 t .. 1 I -..: I 1 I 'a ,, 1 .. 1 { ,SPACE ','. "' 't I , 40 , 1 I , I I I , 34 ,SPACE ... , ,'::.y. -Ir____- ,r -" ------'------•'------ ----- 1 15 PACE ----------------------- I ( 140 ! , r - - -. ,. --- '• - _1------ I. -- .t_rrrrrr�. -"_ _" - __ •-'--•----'—•_ -"_'_ _ ___'___--_-_--•--_-"._--___ - — ,I -- , I ,1 — — r : — I — 1 -'_'-' 1 1 ----------_1_r.____rr__r_-, ' 1 — — - 1 =;� 1 1 I � 11 1 ' I '� , ,� 1t_________-tr__rr= rrr,r _ I I 1 I I '.. - II I , , 'SPACE 42 ' I I I 1 l 1 I I I 1 I 1 - I 1 _ , 41 ,SPACE 1 1 ... I I t 1 1 , 1 , :, . ,SPACE - 1 1 •1 42 1 1 , -, ... I , 41 '',SPACE 1 ; 1 II � 1 1 '_ 1 --, .. 141 (SPACE , , r 1 11 1 1 1 1SPACE II I II I 1 1 1 �- r1 _r__r_..___..__« t__-_ r_ _-..-_ -__-r_ __.,. •. _rrrr __-.__ __-_. r___r ___-_--rrrr__r-_ :42 t I 1 _ , _ t .. .. ,-_r1__r_..__-_____r_r_ __r_r __--_ I__ww-__I-___r-rl-„_-rt____. .t« _- .-_I __r_r..1. -_ ___-.,•-___ -�� 1' 1 1 1 ,1 1 '1 1 l , , - _ __ `1` '1 ---'------ '-------'-------'----- -"-------'-------'------ -----------------------------, ' --____-rr_-__•.-__. , -'- ''- I I I - _........ t,. 1 r 11 1 1 t TOTALS ----- -•-> 15976 15976 15416 15916 15976 , 15976 , 1 I 1 , ' 5770 , 6200 ' 4100'.11 7040 ; 6600 '. 5800 I 1 I II I 1 , TOTALS __._:::>20 ; 2160 ;; 1620 ; 540 ; 360 1 14 16 ' , , -------'•__».-----"------- -- '---- -----.�_..-^ - ---_,..___'-_"'-^---^-- -----'.r----- - ` ___ _- ,_�, r - ----' _r -----------=--------------------------------------------•-------' :'•'------"-----"----------------------------r-r_r-._-_rr_- - - 1 ' VOLTAGE: BUS RATING: MAINS: MOUNTING: ; VOLTAGE: 8US'RATING: MAINS: MOUNTINGc i VOLTAGE: BU5 RATING: MAINS: MOUNTING: 120/208 3PH,4N 400 AMP 400 AMP MLO SURFACE ; 120/20BV 3P.H,4W 200 AMP 200 AMP.MLO SURFACE � ; ; 120/20BY 3PH,4W 200 AMP 200 AMP MLO SURFACE t ; :: PHASE 42 CIRCUIT A TOTAL. TOTAL CONNECTED LOAD I F , , PHASE A • � TOTAL. 12810 TOTAL CONNECTED. ;: , , ; 1 LOAD I PHASE A TOTAL: 3060 TOTAL CONNECTED i PHASE .31952 B TOTAL. 31952 x . PHASE 8 TOTAL: 12800 '' - .. . PHASE . 8 TOTAL:. 2160 1 • PHASE C TOTAL: 31952 95856 WATTS ,,, I PHASE '0 , TOTAL 9900 35510 '. WAITS PHASE C TOTAL: 2520 7740' WATTS ' 1-------------------------------- -.--------------------- ------------- - ------rr---------------------- -._ . ------------------------------ --------------------------------------------------'-------------------------------------- ---------------------------------------------------- -------------------------------------------------------------------_ _ , , r , -------------•----------------------'---•---------- ---------------------------------------- ---_,-__------------•-'•____-- -----_---- ...-----__-_ •-•_,-------___----------------------•-------••-------__-----------------••---------•-..rr PANEL "P2" , - w-- ----__-------------------------------------•-------------- .. - - , 1 , LOAD PHASE „ PHASE CB CB LOAD I C 1 C LOAD C8 PHASE PHASE CB ' LOAD C ' 1 1 C ' LOAD I ' CB ' PHASE " PHASE ' C8 ' LOAD 1 1 11 1 t ' C ' 1 + C 1 , i '----•--'---------------- -.-----II-----------------------'-------' ' K I ; I ' I,' ' I h! '-------'_..'.-"-----------------'-"-- I 1 1 I, 1 --------•----•--__«--, •-----" , 1 1, I K, 1,,...----'•-'--•------•'---------" ! K 1 ,: --"--`---------------'-------' !, ---. I_ .. 1 , 1 , ! K 1 , , K .. 1 AM , A 1 I I I AM 1 1 p/p A P/P 8 C 1 T t . 1 , T 1 1 I I I 1 11 I 1 I 1 AMP/P A B C A 8 C / 1 I I 1 11 AMP P -I I 1 T ,+ � I T' 1 f ' AMP/P ' A ' B ' C " A ' B ' C ' AMP/P ' I , 1 1 1 1 : 1 ' I' 1 ' T 1 I , ' , , „-------'------'---C---! '--'-------------------------'---' '------'•'-------'------ -•--- t I I - - --- I.. 1� 11 - - -- - - - - -- - � -'- ---------'----'---•-- ' TABLE ; 2011 360 ; ;� 5000 ; { 60/3 ;DEGREASER , I ; 1 1 1 ,RECEPTACLES 1 I r it 1 1 20/1 720 „ 540 20/1 2 /, I 1 ,OVEN 1 : ; I 1 i , 100/3 10666 , „ 5000 60/3 ,WELDERS , 1 2 , 1 ;WORK OUTLETS , , ,,I11_r1_____________________-------------- ---------- . 1___1__________w-_r_r_r__r____+___r__ , , , , ,RECEPTACLES I_-_-r-rt__r____t__--__rt1___-_.-1rr-_r__I_______Irrr__r_1______•_..____________ ___1_ rI , 1___1___x_ r __r____r___r_1_r_ , , 1_ _r- r+_--t------_I 1__.____1_ _rr__I___-__ 1-__-r_rl___-r-r_r-._-_ -____._--,__r1___1_w..______...__-•,._-_____r_I_-____ -.... - ;i , '_rr____, 1 II 1 I M , LETS , 2011 360 1 I 720 540 4 r OVEN i i i i 10666 4 ii ii 35 LEBT ----------------;1-4 - - -6 ' 480 5000 DEGREASER I 5 ,RECEPTACLES I 1 1 1 It i I 1 , 2011 , 180 1, 1 1080 20/1 ,RECEPTACLES 1 I 6 1 S OVEN " 10666 5000 WELDERS 1 1 1 :, 1 1 6 ;WTORRIKMMTIANBG EOLUT _'---'-------'--,•---------------------'- '---'--'----------------------'------ '-------'-------'-------"-------'------ -- -- -' 1 I ---;-------------•---•-------;-'---- �_..,-------'--------;;--------------;___----;-------;--------------------,_------;-------- , , ------•-----------�------ ;-----'--------;------- „----------- , d i i ' 30 5013 3600 21 0 3 'AIR COMPRES50R B ; i ' 1 'CORD DROP QUAD RECPT. 20 1 ' 720 ' 1080 ' "'' ` ' 0 'R A I 11 0 0 1 , 2 /1 ECEPT CLES 8 1 1 7 ;PAINT BOOTH 20/1 2400 ' 1 " 5000 ' ' , ' I 1. 1 1 , 1 60/3 :,FUTURE WELDER I 1 1 e I , 7 ,BRIDGE CRANE• t 1 , , „ ',--9 --' --------------- -- ------------.-1,'1I "I11I -_-_-_-_-_-_-_'I'11 _-.-x-2--1--6--0 --''II1 ''I1 --A--I--R ---C--O---M--P--R--E--S--S 1,' :'' ---D---RO---P----Q--U-A--"D- '11I'I --9-- --'1'1'1 -----------------"------' -------'1I --_.._--1'I -•••-- -'1I -------',1 - ---....r+I1 ----R-E-C---P--T" ''I1II ------•----'I1I1 ------- "I1 I1 --''111 -2-0--/----1 -- ,1 -- ------------'----"--•-----" I( )I '' -`-------- - -------1 -',B-RIDGE O t11I '• - . C-'-O---R-D- :SPACE t10 20/1 1110 110720 CRANE ------ •---' 1', ----"----•- -O-R ----------- -103600 -1,'II1 - . : - ---------- ,, "--1' --^-'--------------•--'----' I_ � , 1 -------'-------'------------------------- 1 ----="-' ' • � 3600 1j_12--- -, 720 :SPACE 112 I11 :GRINDER 1 , .I"I 20/1 1170.I , 112 -_- rxrr.___•.,._rr-x______.._ _ -I _r 1 I I 1, I 1 I 1 I 1 1 1 1 is 1 I 1 --_ , , ( , I I I I I 1 ' SPACE ' 14 ; , � 13 'CORD DROP AUAD 1 1 1 1 I I 1 RECPT 20/1 720 ' SPACE • I I 1 r ! 14 1 13 ;AUTO SAN ' 20/3 ; 840 ' ' " ' ' ' ' 1920 30/3 RADIAL DRILL I 1 I 11 1 I 1 I ' ' 14 I 1 , ,13 ,FUTURE BRIDGE CRANE , 50/3 , 3600. , „ 1 1 , i 1_rxrr_rt t+______I 1 ' ___t ': °•.. I 1 1 11 1 I 1 1 -_rr1_______II_____xr1__r_r__1___-__-Ix_x____1________r.._•rr_r._______x1 '------,--�--- I I I II 1 1 I 1 t I� _r_1 1 I � ,: 1________________»x__x.__1 1 I... I..___xr-- tr_x____t______-1______-Iw.,_r-_-__..____-rr-r________1-_rt Ir__1. '___r__ 1_-..__-_1 _r_rl 11 t 1 1 _.___ 1 - I I _I + __+ _ 1 I � I" 1 ' I II I 1 1 � 16 i ; 15 SPACE 1 SPACE , , 1 1 115 ,AUTO SAN I • I , 1 II I I I • 1 '• , , , 840 „ 1920 , ,RADIAL DRILL I , :16 , 3600 ;15 ,FUTURE BAIDGE CRANE 1 1 1 1 11 1 1 1 „ _ _, - - .'SPACE 1 -! ,. I I 1 1 I t 11 __ _ I x_xxr I r____ 1 ____ ' _____________ _r4.___r___t-r..l { 1 'I 'I , 1 V 1 II- 1 I 1 I 1 1 I • I 1 I_w3600-11 I !` I ,. ''...' .. 11 ,SPACE , 1 1 I ,SPACE ! 1 ,IB f Ill ,AUTO SAN • , 1 II r 1 • 1 , I 840 ,1 1 1920 ,RADIAL DRILL i I 118 , 111-;FUTURE-BRIDGE-ORANE^---__,------ "---rr_ 1 1 Ir ------'SPACE , 1___-__'------------------------ 118_1 4 ., 1 1 ------'----------------w - 1 I 1 1 I I I I , I -'---' t I -'- '----- -'--• -'- -" --'-------'-------'- -1 ,I_ .1 , I ', 1 11 I I 1 119 tSPACE I 'S PACE j2D ' ;19 'SPACE - ' 1 120 19 'DRILL I i 20/1 ' 960 i i ii 1920 i 30 3 'PRESS 1 I 11 1 1 1 / 20 ' I 1 1 -'---' _ - '---'---'•----------•----'-----'-'----- r I 1 ,$PACE '------•'•-'r_-''^'••'•rll-------'-------'----••_-'------_t_"_"-------•--•--"_ ___"_'•__' '---'-------- - ----- r•_-----'------ '-------'-- ----' -'--"- "---^---'-----."'-------'------_1_•r-_------r---------__r"1.-_I I1 ,. �•.1 _- ... I- 1! I I I I 1 I - _---- - '---'-------- - -----------'------ '-------'------'-------" ----- -'- -'------'-------'-------•---------------- '.. 'SPACE , , ;22 ; J1 21 SPACE SPACE 22 X21 ;DRILL ; 20/1 ; 960 ; ;; ; 1920 ; ;PRESS ,22 ; ' :211 I � '- "•------'-------'-------'-------'-------------------------, -, I I 1 I I I 1 1 I I t f I 1 +..r1___r�________x--..rrr___r I f t_-__wr 1_,___.-I I II 1 I-___r__1____r_rtx_-x_-r___r______________1 _____ _____ _______ ___.__ I 1 ,, _ I_ r r__I 121_lSPACE-----•------------- ----- ----- ---- , - , , .. ; ; ; j$PAQE ,2 , 4. ,. 23 SPACE 1 I SPACE , , 14 ,23 ,TEST EQUIPMENT OVEN 3011 , 2200 , 1420 , ,PRESS ,24 , j ; ; 11 , ,_______I . 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I. 1 1 1 -TQ1AL5'-._._- 1 ' _ _r-.-_r-x_. '42 , � - ----""--•'-------••_--'---�-_ _r_.rr __._r-1-•-•--- ,---------^---'-------'--•-•--'•-----'------'--"'•-"- 1' , 1 I 1^ 1 ! 1 . '1 1 , I 1 I I I 1 .. 1 I "I : r 1 I I 1! I , 1560 7560. 7680 7160 7160 7160 > I 1, 1. I i ` : , TOTALS _........ ,: , I1 1 F , ---------> 2160 1440 , 400 1620 540 1060 , 1 ' TOTALS ...• , •. 1 ,' 11 1 I.'.. . > 16786 15556 16796 17200 17200 17200 •--• - 1 ,1 1 r .,,> , - -- t __ ._--______ .... ._.._r__... _1-------------- ------------------- --r_r..___-__--_-r_ -1 { . �. 1I ---- ' r__x_r___rrrrr___^_ __wr-_r--_-__ , -__----------------------------------- -------------- :. VOLTAGE: BUS RAT, : M UNTING: ! a' 8 I VOLTAGE: BUS RATING: MAINS: MOUNTING: I , r VOLTAGE: 1 BUS RATING: MAINS: MO N IN UNTI G. , I 1 ':120/208V 3PN,4W.-' 600 AMP 600 -AMP MLO SURFACE , 4 120/208Y 3PH,4W 100 AMP 100 AMP MLO SURFACE 120/208V,3PN,4W 600 AMP 600 AHP MLO SURFACE ' 30 CIRCUIT . ; I I 1 ! PHASE 60 RCU CI IT A TOTAL: 33986 CONNECIED . , I D 2 SECTION PHASE `A TOTAL. 14720; TOTAL CONNEOTED.LOA .. ' X780 1DTAL CONNECTED LOAD , - TOTAL LOAD SUBFEED LUGS � ,', "',' , I PHASE B TOTAL. 1980 1 , S PHASE TOTAL. ... , .., B 32756 :,', ,, , I I PHASE ; .8 TOTAL: 14720 •, ; WATTS QHASE C TQTAI.: 14840 •4260 , :. . PHASE C TOTAL. 1980 7140 WATTS ' PHASE C TOTAL: 33996 100738 WATTS , _ - I ___---------•----------------•-------------- ----------------------------------------------------------------------------- --- - ._._------------------•- --- -------------- ------------------ - ---------------- -, , 3 I , .:q , „ r r' , 'Vie c ".r