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.080" thick aluminum - <br />sheet cover attached <br />with countersunk screws <br />5'-11/4" <br />C C <br />6 <br />.r- <br />PLAN VIEW SECTION - STRUCTURAL DETAIL <br />SCALE: W' = 1'-O" <br />L.. <br />:: <br />r <br />e.\ <br />- 1" aluminum channel welded <br />to extrusion <br />- 2" steel angle welded to square tube <br />- Sign Comp extrusion #1671 <br />exterior pole cover <br />Pieces welded together <br />3" steel square tube <br />support <br />aluminum sheet cover <br />attached to angles with <br />countersunk screws <br />1" aluminum angle <br />welded to channel <br />Sign Comp #1676 aluminum <br />---panels1" aluminum channel welded <br />to extrusion <br />- Sign Comp extrusion #1671 <br />exterior pole cover <br />Pieces welded together <br />3" steel square tube <br />support <br />J <br />1 16" steel angle clips <br />welded to 3" square tube <br />support <br />GO <br />2" aluminum angle <br />welded to channel <br />to create reveal. <br /># <br />superior <br />€1€ctrical adv€rtisingi <br />1700 West Anaheim Street <br />Long Beach, California <br />90813-1195 <br />Phone: 562.495.3808 <br />Facsimile: 562.435.1867 <br />www.superiorsigns.com <br />Project: <br />McFadden Place <br />Address: <br />1400 Village Way <br />Santa Ana, CA 92705 <br /> SECTION DETAIL SECTION DETAIL Account Manager: <br />Cynthia Lima <br />SCALE: 3" = 1'-0"SCALE: 3" = 1'-0" <br />Designer:5'-10" <br />M. Miller 3.50 <br />Scale:AS NOTED <br />6" ,1"4'-8"1 ".: 6" l <br />Design No.: 13-09-6775•03 <br />Date:09.03.13i: ! <br />11 1 <br />11 1 1'-0":, ELECTRICAL LOAD: <br />Filler cap Aluminum top cap :1, '' ': f Reg. No.:220186 <br />1 i <br />i KIM gound light 70 watts @ .583 amps Revisions:on top and d Rl 09-06-13 mdm (1.0) add engineeringbottom of reveal #i i iTotal electrical load of sign is .583 amps at 120 volt. i R2 09-11-13 mdm 65) change sign C. to 18 panels.1 L - 1 R3 11-11-13 mdm 65) 008 <br />R4 Jn (.25) 12/20/13 update engineering <br />N <br />I 086'kgr:*A$72@ 7*.3.Ril?©I](*ilt&&5 L : <br />0 0AWN/'g] hi©'3@i ©INE@ 3%*23793§ A · ·*«Sign Comp extrusion #1671 <br />exterior pole cover <br />p r on g. P ' A92£©38 2.'101 %%'@Flld <br />r 5 *<3" steel square tubeIkl@W'J /*di]9@fffirst@,mi <br />support <br />"ji@mikq]10,93!Q 411@19% 67 \<1u Y J <br />=on I ZE> Extruded aluminum cabinet frameE 01&·3793 127&91'TW <br />with extruded aluminum panels. <br />sheet <br />• APPROVALS • <br />FOR JOB CHECK DATE <br />Acct Mgr. <br />FOR CONSTRUCTION DATE <br />Acct. Mgr. <br />Design <br />,F / Production <br />=1111111==1111111=1111[1. „ A <br />VA <br />L==L- <br />FOR INSTALL ONLY DATE <br />Acct. Mgr. <br />Page: 08 Of 08 <br />| Thb is an original imptkthed drawing created <br />.. 1 by Supe,ior Elecrical Adverbing, Inc. It is <br />Submitted for you approvi. It is not m be shn <br />to anyone outside of your organdaUon, nor b it <br />to be reproduced, copied or exhibited in any <br />fasmon. 11!e changng of colors, skes, materia <br />.-1 1 or munination me#,od does not alter the design. <br />Ovmership of this design is held by Superior <br />L- 120v Power with box .2]this design in any fasNon must be obtained in <br />Electrical Adveltising, k Authorization to use <br />,wiling from Superior eedrical Adveltislig, tnc. <br />FRONT ELEVATION - STRUCTURAL DETAIL <br />SCALE: M" = 1'-O" <br />Concrete footing to be determined <br />by engineering <br />SIDE SECTION - STRUCTURAL DETAIL <br />SCALE: 16" = 1'-0" <br />© SEA 2013 <br />Note: The Colors depided here are a gapNC <br />representation. Actjal colors may vary. <br />See color specincators. <br />. <br />8 <br />6'-0 <br />" <br />i t