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Project Title <br />Lead Drafter <br />Drawn By <br />Project Mgr. <br />General Sign Specifications <br />Interior <br />Single Faced <br />Exterior <br />Double Faced <br />Non-Illuminated <br />Illuminated <br />Amps(+/-) <br />Location <br />Windload <br />Dr <br />a <br />w <br />i <br />n <br />g <br /> <br />R <br />e <br />v <br />i <br />s <br />i <br />o <br />n <br />s <br />Dr <br />a <br />w <br />n <br /> <br />B <br />y <br /> <br />D <br />a <br />t <br />e <br />Ch <br />a <br />n <br />g <br />e <br />PART NUMBER <br />Code <br />This document is the sole property of Architectural <br />Graphics, Inc., and all design, manufacturing, <br />reproduction, use and sale rights regarding the same <br />are expressly forbidden. It is submitted under a <br />confidential relationship, for a special purpose, and the <br />recipient, by accepting this document assumes custody <br />and agrees that this document will not be copied or <br />reproduced in whole or in part, nor its contents <br />revealed in any manner or to any person except for the <br />purpose for which it was tendered, nor any special <br />features peculiar to this design be incorporated in <br />other projects. <br />4 5 6 7 8 <br />A <br />Type <br />9 <br />115 MPH / IBC 20012 <br />AGI EoR <br />Date <br />42314 <br />R. KERR <br />NMB <br />T. NEWBERRY <br />07.07.20 <br />PG. #: <br />RAI-MB-RC <br />Volts120 <br />RAISING CANES <br />2655 International Pkwy. <br />Virginia Beach, VA 23452 <br />KKJ <br />FS <br />/ <br />P <br />O <br />R <br />02 <br />. <br />1 <br />8 <br />. <br />2 <br />0 <br />45 <br />8 <br />6 <br />9 <br /> <br />- <br /> <br />N <br />E <br />W <br /> <br />L <br />E <br />N <br />S <br /> <br />E <br />X <br />T <br />R <br />U <br />S <br />I <br />O <br />N <br />, <br /> <br />B <br />A <br />S <br />E <br /> <br />C <br />O <br />V <br />E <br />R <br />, <br /> <br />W <br />E <br />L <br />D <br />S <br />, <br /> <br />L <br />O <br />C <br />K <br />, <br /> <br />S <br />H <br />I <br />P <br />P <br />I <br />N <br />G <br />PO <br />R <br />02 <br />. <br />2 <br />5 <br />. <br />2 <br />1 <br />UP <br />D <br />A <br />T <br />E <br /> <br />B <br />A <br />S <br />E <br /> <br />P <br />L <br />A <br />T <br />E <br />, <br /> <br />S <br />P <br />E <br />A <br />K <br />E <br />R <br /> <br />P <br />A <br />T <br />T <br />E <br />R <br />N <br />, <br /> <br />R <br />E <br />C <br />E <br />S <br />S <br /> <br />D <br />I <br />M <br />S <br />, <br /> <br />A <br />N <br />D <br /> <br />S <br />T <br />E <br />E <br />L <br />RA <br />S <br />04 <br />. <br />0 <br />7 <br />. <br />2 <br />1 <br />46 <br />7 <br />4 <br />6 <br /> <br />- <br /> <br />A <br />D <br />D <br />E <br />D <br /> <br />N <br />E <br />W <br /> <br />M <br />E <br />N <br />U <br /> <br />B <br />O <br />A <br />R <br />D <br /> <br />F <br />R <br />A <br />M <br />E <br /> <br />E <br />X <br />T <br />R <br />U <br />S <br />I <br />O <br />N <br />NM <br />B <br /> <br />0 <br />8 <br />. <br />1 <br />8 <br />. <br />2 <br />1 <br />49 <br />2 <br />3 <br />3 <br /> <br />- <br /> <br />R <br />E <br />M <br />O <br />V <br />E <br />D <br /> <br />S <br />P <br />E <br />A <br />K <br />E <br />R <br /> <br />& <br /> <br />M <br />I <br />C <br /> <br />P <br />E <br />R <br />F <br />O <br />R <br />S <br />, <br /> <br />A <br />D <br />D <br />E <br />D <br /> <br />N <br />E <br />W <br /> <br />B <br />A <br />S <br />E <br /> <br />P <br />L <br />A <br />T <br />E <br />NM <br />B <br />08 <br />. <br />3 <br />1 <br />. <br />2 <br />1 <br />49 <br />7 <br />2 <br />0 <br /> <br />- <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />C <br />H <br />O <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br /> <br />A <br />D <br />D <br />E <br />D <br />NM <br />B <br /> <br />1 <br />0 <br />. <br />1 <br />8 <br />. <br />2 <br />1 <br />50 <br />5 <br />5 <br />6 <br /> <br />- <br /> <br />A <br />D <br />D <br />E <br />D <br /> <br />A <br />N <br />C <br />H <br />O <br />R <br /> <br />B <br />O <br />L <br />T <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />I <br />O <br />N <br /> <br />N <br />O <br />T <br />E <br />10 <br />NM <br />B <br /> <br />1 <br />1 <br />. <br />1 <br />9 <br />. <br />2 <br />1 <br />51 <br />2 <br />4 <br />0 <br /> <br />- <br /> <br />A <br />D <br />D <br />E <br />D <br /> <br />A <br />N <br />C <br />H <br />O <br />R <br /> <br />B <br />O <br />L <br />T <br /> <br />P <br />A <br />T <br />T <br />E <br />R <br />N <br /> <br />F <br />O <br />R <br /> <br />B <br />A <br />S <br />E <br /> <br />P <br />L <br />A <br />T <br />E <br /> <br />A <br />N <br />D <br /> <br />A <br />L <br />T <br /> <br />P <br />L <br />11 <br />NM <br />B <br /> <br />0 <br />5 <br />. <br />1 <br />6 <br />. <br />2 <br />2 <br />54 <br />1 <br />4 <br />5 <br /> <br />- <br /> <br />R <br />E <br />S <br />I <br />Z <br />E <br />D <br /> <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />S <br />Q <br /> <br />T <br />O <br /> <br />3 <br />" <br /> <br />S <br />Q <br /> <br />& <br /> <br />U <br />/ <br />D <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />E <br />R <br /> <br />R <br />B <br />A <br /> <br />N <br />O <br />T <br />E <br />S <br />12 <br />MC <br />C <br />03 <br />. <br />1 <br />0 <br />. <br />2 <br />5 <br />93 <br />3 <br />6 <br />1 <br /> <br />- <br /> <br />L <br />O <br />C <br />K <br />S <br /> <br />T <br />O <br /> <br />N <br />I <br />C <br />K <br />E <br />L <br />, <br /> <br />S <br />P <br />E <br />A <br />K <br />E <br />R <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />S <br />, <br /> <br />L <br />E <br />D <br /> <br />B <br />A <br />F <br />F <br />L <br />E <br />S <br />MNU-1 <br />3/4" = 1' - 0" <br />STRUCTURAL STEEL ELEVATION2 <br />2 <br />CL OF TUBE <br />HSS2-1/2x2-1/2x1/4 STEEL TUBE <br />WELDED TO BASE PLATE <br />3/4" STEEL BASE PLATE <br />3/4" = 1' - 0" <br />PLAN VIEW1 <br />2 <br />FITTED 1/4" CAP PLATE WELDED TO <br />TUBE W/ 3/4" STEEL NUT WELDED <br />TO UNDER SIDE <br />CL <br />CL <br />6'-5 7/8" <br />HSS2-1/2x2-1/2x1/4 HORIZ. STEEL <br />TUBES WELDED TO UPRIGHT & <br />MECHANICALLY FASTENED TO <br />CABINET W/ #10 TEK SCREWS @ 24" <br />O.C. <br />5' <br />- <br />1 <br />0 <br /> <br />7 <br />/ <br />8 <br />" <br />3/ <br />4 <br />" <br />1' <br />- <br />1 <br />0 <br /> <br />3 <br />/ <br />8 <br />" <br />3' <br />- <br />1 <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />HSS2-1/2x2-1/2x1/4 HORIZ. STEEL <br />TUBES WELDED TO UPRIGHT & <br />MECHANICALLY FASTENED TO <br />CABINET W/ #10 TEK SCREWS @ 24" <br />O.C. <br />1 <br />1 <br />/ <br />4 <br />" <br />1 <br />2 <br />4 <br />4 <br />4 <br />4 <br />7 <br />5 <br />5 <br />3/4" STEEL BASE <br />PLATE <br />1" SLOTTED HOLES <br />TO ACCOMMODATE <br />3/4" BOLTS <br />3"Ø ELECTRICAL <br />THRU HOLE <br />41° <br />TU <br />B <br />E <br />8"3" <br />1'-2"Ø <br />3" <br />CL CLCL <br />1' <br />- <br />2 <br />" <br />Ø <br />7 <br />7 <br />/ <br />8 <br />" <br />2 <br />1 <br />/ <br />2 <br />" <br />3 <br />5 <br />/ <br />8 <br />" <br />3" <br />8" <br />3" <br />Ø11 5/16" BOLT <br />C <br />E <br />N <br />T <br />E <br />R <br />CL <br />CLCL <br />OF SLOTTED HOLES <br />OF <br /> <br />S <br />L <br />O <br />T <br />T <br />E <br />D <br /> <br />H <br />O <br />L <br />E <br />S <br />1 1/2" = 1'-0" <br />BASE PLATE3 <br />2 <br />5/16"