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BAY #1BAY #2BAY #3BAY #4BAY #5BAY #6 <br />BAY #1BAY #2BAY #3BAY #4BAY #5BAY #6 <br />BAY #1BAY #2BAY #3BAY #4 <br />TR-LA <br />DPA <br />SWITCH GEAR <br />1 <br />UNISTRUT <br />1 <br />1 <br />3 <br />3 <br />4 <br />2 <br />7 <br />BASEMENT PLAN - ELECTRICAL <br />SCALE : 3/16" = 1'-0"01 <br />N <br />NOTES BY SYMBOL (THIS SHEET ONLY) ' ' <br />1.PROVIDE WATER PROTECTION COVER FOR NEW ELECTRICAL GEAR INSTALLED UNDER <br />ANY PIPING. <br />2.FIELD CONFIRM EXACT ROUTING WITH SITE CONDITIONS. <br />3.NOT USED <br />LX <br />#1 <br />0 <br />1 <br />4 <br />5 <br />4 <br />- <br />1 <br />- <br />D <br />N <br />- <br />W <br />- <br />B <br />O <br />- <br />2 <br />0 <br />2 <br />2 <br />60 <br />0 <br /> <br />W <br />. <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />B <br />l <br />v <br />d <br />. <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />1 <br />1 <br />1 <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />FK <br />C <br /> <br />S <br />E <br /> <br />O <br />r <br />a <br />n <br />g <br />e <br /> <br />C <br />o <br />u <br />n <br />t <br />y <br />Pr <br />o <br />p <br />o <br />s <br />e <br />d <br /> <br />D <br />i <br />a <br />l <br />y <br />s <br />i <br />s <br /> <br />C <br />l <br />i <br />n <br />i <br />c <br /> <br />f <br />o <br />r <br />: <br />CA-530 <br />10.25.23 <br />Revisions <br />Dustin Curtis <br />Principal: <br />dustin.curtis@onearchitecture.us <br />James Farrell <br />Senior Project Manager: <br />james.farrell@onearchitecture.us <br />PERMIT <br />8801 N. Central Avenue <br />Suite 101 <br />Phoenix, Arizona 85020 <br />Phone: 602.266.2712 <br />Fax: 602.266.1688 <br />www.ONE a rchitecture.us <br />ARCHITECTURE <br />Sheet Name: <br />Sheet Number: <br />SE <br /> <br /># <br /> <br />0 <br />6 <br />2 <br />2 <br />2 <br />0 <br />1 <br />. <br />0 <br />1 <br />0 <br />SUTTON <br />ENGINEERING, LLC <br />2740 Dallas Parkway <br />Suite 280 <br />Plano, Texas 75093 <br />214.763.7300 <br /> CITY REVISIONS - 2.18.253 <br /> CITY REVISIONS #3 - 4.28.254 <br /> ME-1 COORDINATION - 6.12.255 <br /> REVISION 6 - 12.19.256 <br />ELECTRICAL METER - 3.4.267 <br />BASEMENT <br />PLAN - <br />ELECTRICAL <br />E1.0 <br />POST-TENSION CONCRETE SLAB GENERAL NOTES <br />A.BEFORE CORING THROUGH THE EXISTING POST-TENSION CONCRETE SLABS, THE <br />CONTRACTOR SHALL USE BOTH A GPR SCOPE AND X-RAY SCOPE TO LOCATE <br />POST-TENSION CABLES, ELECTRICAL CONDUIT, WATER PIPES, AND OTHER ITEMS IN <br />THE POST-TENSION CONCRETE SLABS. <br />B.THE X-RAY SCOPE SHALL BE PERFORMED DURING OFF HOURS OF THE TENANTS <br />BUSINESS HOURS. <br />C.IF THE CONTRACTOR FINDS CONFLICTS IN THE DRAWINGS LAYOUT IN REGARDS TO <br />THE EXISTING CONDITIONS DISCOVERED BY THE X-RAY SCOPE, THE GC SHALL <br />CONTACT THE ONE ARCHITECTURE FOR DIRECTION ON THE DESIGN LAYOUT <br />CHANGES. <br />D.ANY CHANGES TO THE DRAWINGS LAYOUT WILL NEED APPROVAL FROM ONE <br />ARCHITECTURE PRIOR TO CORING THE POST-TENSION SLAB. <br />E.ADDITIONAL X-RAY OF THE POST-TENSION CONCRETE SLAB MAYBE REQUIRED IN <br />AIDING CHANGES TO THE DESIGN LAYOUT PROPOSED BY THE ARCHITECT. <br />F.THE POST-TENSION CABLES LAYOUT VARIES IN THE SPACING BETWEEN THE <br />POST-TENSION CABLES. <br />G.DO NOT DAMAGE THE EXISTING REINFORCING OR TENDONS. <br />3 <br />4 <br />7 <br />03/04/26