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1 F�1 •@ C! <br />ARCHITECTU <br />CEILING GRI, <br />LUMINAIRE MANUFACTURER'S <br />EARTHQUAKE CLIP, (4) PER <br />FIXTURE AT CORNERS. ATTACH <br />WITH SHEET METAL SCREW. <br />g• � � � V' wY ten*`, �.J <br />i <br />ACOUSTICAL CEILING <br />TILE (TYP) <br />LUMINAIRE, REFER <br />TO SCHEDULE <br />NO SCAB <br />REFER TO LUMINARIE SCHEDULE, <br />GROUND LIGHT, SEE <br />FIXTURE SCHEDULE. <br />2P -6f' <br />V J <br />4 A '.p - ' <br />LUMINAIRE SUSPENSION <br />WIRES (#12 MIN) ATTACHED <br />TO STRUCTURE, <br />TYPICAL -4 TIGHT TURNS <br />MINIMUM WITH IN 1 1/2". <br />" <br />i <br />1 <br />,> 1 <br />ii <br />NO SCALE <br />I VV Nr_j crew I I I I W I I I `I <br />WASHERS AND NUTS WITH SPRING PER <br />FIXTURE. TYPICAL <br />■Yta � �I <br />yrrr�rr► "'� �'�' <br />00 <br />0 <br />r0ya o D Cb <br />f. <br />p00 0 00 ��®C3 <br />00 0� I 100 C) <br />000 00 <br />I r, <br />18" <br />is � i.` ',;i�:yl��CrT►IT�17Tf <br />NO SCALE <br />GROUND LIGHT, SEE <br />FIXTURE SCHEDULE. <br />3'-7 1/4" <br />. 0. <br />TJ 1/4" <br />18'-0" <br />REFER. TO LUMINAIRE SCHEDULE, <br />STRAIGHT ROUND ALUMINUM <br />POLE. <br />a <br />WEIGHT OF FIXTURE: <br />F14=100 LB <br />F3=65 LB <br />F6 = 50 LB <br />e <br />NO SCALE <br />on <br />A w A a <br />s► :. . <br />LOCATE FIXTURE SO <br />THAT IT CAN SWAY 45 <br />DEGREES IN ANY <br />DIRECTION WITHOUT <br />CONTACTING ANY <br />OBSTRUCTIONS, <br />11g. 11111. <br />HANDHOLE WITH <br />COVERPLATE <br />WITH GASKET <br />BY POLE HANDHOLE WITH <br />MANUFACTURER COVERPLATE STEEL DOLE BASE COVER. <br />GROUND BOND STEEL POLE BASE COVER. WITH GASKET GROUT AROUND POLE BASE <br />BY POLE <br />CONDUCTOR MANUFACTURER AFTER PLUMB. <br />TO POLE. GROUT AROUND POLE BASE <br />AFTER PLUMB. GROUND BOND CHAFFER ALL EXPOSED EDGES <br />POLE BASE. CONDUIT TO OF BASE. <br />3" CHAMFER ALL EXPOSED EDGES POLE. LOCATE (3) #3 CLOSED TIES WITHIN <br />OF BASE. TOP 5" OF DRILLED PIER. <br />POLE BASE. FINISHED GRADE. <br />„ 5r� � � LOCATE (3) #3 CLOSED TIES WITHIN % <br />24 CONC. ►, # <br />I <br />BASE TOP 5 OF DRILLED PIER. <br />_ _ _ _ FESSJp I i FINISHED GRADE. (s .. 11=! -1 I -2' 5" <br />_ELEC 2411 TRICAL <br />C0&'_%UZ_T1NG t • Gr <br />BRANCH CIRCUIT 431 30th Strut, Sacramento, CA 95315 Exp, <br />2411 <br />��376 <br />24°' — — — — — — I CONDUIT. Office 916.255.2460 *% ''c� <br />71 BRANCH CIRCUIT — PROD CT ISO. C158 CONTACT DEAN <br />6g_®" — — — — _ CONDUIT. �' (4) 513" DIA. x 18" LONG ANCHOR BOLTS <br />EMBEDMENT INTO _ _ _ _ _ -- - . -- - - - . � WITH 3" BEND EXTENSION, INCLUDE <br />UNDISTURBED SOIL (4) 5/8" DIA. x18" LONG ANCHOR BOLTS LARGE FLAT WASHERS NUTS <br />Copyright @ 2009 Rainiorih Gran Architects. All rights reserved. Reproduction of these plans, either in whale or In part, including any faun <br />WITH 3" BEND EXTENSION, INCLUDE 61-011 s LEVELING NUTS FURNISHED WITH POLE. of copying andlorpreparation ofderivative works thereof, for any reason witho€�tprior witfenpermission, isst€ictiyprohibited, <br />;T. T JT- LARGE FLAT WASHERS, NUTS & EMBEDMENT INTO � `. i I DSA <br />LEVELING NUTS FURNISHED WITH POLE. UNDISTURBED SOIL CONC. BASE WITH (8) #5 BARS VERTICAL <br />4" CLR. REINF, STEEL BARS & #4(MIN.) STEEL ln�leI°.�� '�3_ <br />CONC. BASE WITH (8) #5 BARS VERTICAL �'`� � HOOPS, @ 12" O.C. IDENTIFICATION STAMP <br />REINF. STEEL BARS & #4(MIN.) STEEL DIV, OF THE STATE ARCHITECT <br />24°` HOOPS, 12" O.C. � � � 0,40 <br />DIA <br />ELEC. TRADE SHALL FURNISH & AC lfJ FLS SS <br />ELEC. TRADE SHALL FURNISH � INSTALL ALL NECESSARY CONC. DATE t� tc <br />INSTALL ALL NECESSARY CONC. 24" DIA. <br />REINFORCING STEEL. <br />V <br />NO SCALE <br />NO SCALE <br />i. 1 i:. 1 .... .:....... <br />■/ �, - � . .. � till.. » A <br />gRAWijI IJY PRC?JEC�' NO. 1 ��� 2�F� <br />CHECICFq BATE <br />YSL 6-2�-4 5 <br />scal_I= sl�oT�r <br />As sI-IOv�I� <br />