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652 E Dyer Rd- Racks - Plan
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652 E Dyer Rd- Racks - Plan
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Last modified
6/26/2026 5:00:13 AM
Creation date
6/26/2026 5:00:05 AM
Metadata
Fields
Template:
Plan
Permit Number
101126433
Full Address
652 E Dyer Rd
Street Number
652
Street Direction
E
Street Name
Dyer
Street Suffix
Rd
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84 <br />" <br />84 <br />" <br />FRONT VIEW <br />SELECTIVE RACK <br />12" <br />74" <br />148" <br />-NOTE: <br />CROSSBARS (6) <br />3000LBS PER LEVEL <br />CROSSBARS (6) <br />3000LBS PER LEVEL <br />5" <br />BE <br />A <br />M <br />84" <br />168" <br />- <br />- <br />192" <br />5" <br />BE <br />A <br />M <br />N <br />W E <br />S <br />FOR REFERENCE ONLY <br />RE <br />V <br />DA <br />T <br />E <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />AU <br />T <br />H <br />O <br />R <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br />A <br />9/ <br />1 <br />9 <br />/ <br />2 <br />0 <br />2 <br />5 <br />IN <br />I <br />T <br />I <br />A <br />L <br /> <br />R <br />E <br />L <br />E <br />A <br />S <br />E <br />NM <br />K <br />NM <br />K <br />B <br />11 <br />/ <br />1 <br />3 <br />/ <br />2 <br />0 <br />2 <br />5 <br />UP <br />D <br />A <br />T <br />E <br />D <br /> <br />L <br />A <br />Y <br />O <br />U <br />T <br /> <br 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<br />C <br />U <br />T <br />E <br />D <br /> <br />W <br />I <br />T <br />H <br /> <br />A <br />P <br />E <br />X <br />, <br /> <br />I <br />T <br /> <br />B <br />E <br />I <br />N <br />G <br /> <br />A <br />C <br />K <br />N <br />O <br />W <br />L <br />E <br />D <br />G <br />E <br />D <br /> <br />B <br />Y <br /> <br />T <br />H <br />E <br />RE <br />C <br />I <br />P <br />I <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />T <br />H <br />A <br />T <br /> <br />T <br />H <br />E <br /> <br />F <br />O <br />R <br />E <br />G <br />O <br />I <br />N <br />G <br /> <br />I <br />S <br /> <br />A <br />CO <br />N <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br />P <br />E <br />X <br /> <br />S <br />H <br />A <br />R <br />I <br />N <br />G <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />W <br />I <br />T <br />H <br /> <br />T <br />H <br />E <br />RE <br />C <br />I <br />P <br />I <br />E <br />N <br />T <br />. <br />A <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />B C D E F G H I J K L M N O P Q R S T U <br />15 <br />RE <br />L <br />E <br />A <br />S <br />E <br /> <br />F <br />O <br />R <br />PE <br />R <br />M <br />I <br />T <br />T <br />I <br />N <br />G <br />HO <br />A <br />G <br /> <br />M <br />E <br />M <br />O <br />R <br />I <br />A <br />L <br />RA <br />C <br />K <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />ME <br />D <br />L <br />I <br />N <br />E <br />65 <br />2 <br /> <br />D <br />Y <br />E <br />R <br /> <br />R <br />O <br />A <br />D <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />-- <br />- <br />- <br />ST <br />O <br />2 <br />5 <br />- <br />0 <br />3 <br />3 <br />1 <br />5 <br />3 <br />ST <br />O <br />2 <br />5 <br />- <br />0 <br />3 <br />3 <br />1 <br />5 <br />3 <br />- <br />S <br />3 <br />0 <br />0 <br />0 <br />- <br />E <br />L <br />E <br />V <br />S <br />WW <br />W <br />. <br />A <br />P <br />E <br />X <br />- <br />C <br />O <br />S <br />. <br />C <br />O <br />M <br />(8 <br />4 <br />4 <br />) <br /> <br />2 <br />0 <br />2 <br />- <br />7 <br />3 <br />9 <br />1 <br />OA <br />K <br /> <br />B <br />R <br />O <br />O <br />K <br />, <br /> <br />I <br />L <br />DE <br />N <br />V <br />E <br />R <br />, <br /> <br />C <br />O <br />CH <br />A <br />R <br />L <br />O <br />T <br />T <br />E <br />, <br /> <br />N <br />C <br />GR <br />E <br />E <br />N <br />V <br />I <br />L <br />L <br />E <br />, <br /> <br />S <br />C <br />SC <br />A <br />L <br />E <br />: <br />*= <br />1 <br />' <br />- <br />0 <br />" <br />SH <br />E <br />E <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />S3 <br />0 <br />0 <br />0 <br />144"42" <br />18" <br />42" <br />ALL CROSS BARS ARE TO RECEIVE (2) TEK SCREWS PER ITEM (ZIG ZAG TEKS) <br />SEE DETAIL A FOR TEK SCREW TYPE <br />(1) 1/4" x 3/4" TEK SCREW @ REAR <br />(OPPOSITE CORNER THAN FRONT) <br />(1) 1/4" x 3" TEK SCREW @ FRONT <br />(OPPOSITE CORNER THAN REAR) <br />SCALE: <br />CROSS BAR INSTALLATION - PLAN VIEW (TEK REQUIREMENTS) <br />1/16" = 1'-0" <br />144" <br />12"30"30"30"15"15"12" <br />40"40"40" <br />5"5"7"7" <br />SCALE: <br />CROSS BAR INSTALLATION - 144" BAY <br />1/32" = 1'-0" <br />0.413" <br />5/16" <br />Hex <br />0.151"3/4" <br />0. <br />1 <br />9 <br />0 <br />" <br />1/4" <br />#10-16 THREAD DRILL POINT #3 <br />SCALE:A STANDARD TEK-SCREW <br />1.5" = 1' - 0" <br />ELFCO PART# #10x34HWHTEK-1 <br />DESCRIPTION: #10 x 3/4" LG. HWH TEK-3, ZINC PLATED SELF DRILLING SCREW <br />FLUE SPACE <br />RACK PROTECTION TO BE <br />INSTALLED 1/4" AWAY FROM THE <br />BASE PLATE. <br />SCALE: <br />END OF ROW PROTECTOR DETAIL - SINGLE WIDE <br />3/32" = 1'-0" <br />3/4"Ø x 7" LG. EXP. ANCHOR, <br />MINIMUM EMBEDMENT 5-1/2". <br />42" <br />FRAME <br />42" <br />FRAME <br />1/ <br />4 <br />" <br />FLUSH <br />1/ <br />4 <br />" <br />FLUSH <br />12 <br />" <br />5. <br />5 <br />" <br /> <br />M <br />I <br />N <br />. <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />8" <br />5" <br />1/ <br />8 <br />" <br /> <br />S <br />H <br />I <br />M <br /> <br />A <br />S <br /> <br />R <br />E <br />Q <br />' <br />D <br />3/ <br />8 <br />" <br /> <br />B <br />A <br />S <br />E <br />P <br />L <br />A <br />T <br />E <br />3- <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />I <br />N <br /> <br />E <br />M <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />(2) 1 <br />2"Ø x 5 1/2" LG. ANCHOR <br />POWERS SD2 STYLE W/ MIN. <br />EMBEDMENT OF 3 3/4" <br />FRONT VIEW <br />TOP VIEW <br />SCALE: <br />ANCHOR DETAIL 1 <br />1/4" = 1'-0" <br />1 <br />S3000 <br />19 <br />2 <br />" <br />SCALE: <br />STD. FRAME <br />1/2" = 1' - 0" <br />NOTE: See calculation report for required materials and their connections. <br />EXP. 6/30/2026 <br />01/30/2026
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