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<br />~ <br /> <br />I <br /> <br />I <br /> <br />I POST/COLUMN <br /> <br />TO CONCRETE DETAILS I <br />DETAIL 0 <br /> <br />I <br /> <br />I <br /> <br />2')(2")(.125' ANGLE EACH SIDE <br />or COLUMN '.lITH 1112)(3/4' SMS <br />SPACED A MINIMUM or l' O,C. <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <br /> <br />2')14. $B, 2')14' ~MB OR 2')tS' ~MB COLUMN <br />SCREEN <br />2')(2')(.125" ANGLE EACH SIDE <br />(2)-IU2)(3/4' SMS EACH SIDE <br />(MIN. I' D.C. SPACING) <br />3/8" PO'JERS '.lEDGE BOLT CoNC. ANCHOR <br />THRU ANGLE L 1")(2" DB INTO CONCRETE EACH SIDE <br />(MIN. 3.5" EMBEDMENT> <br />1")(2' DB BASE PLATE (TYP.) <br /> <br />I <br /> <br />I <br /> <br />3/8' PO'JERS '.lEDGE BOLT CONCRETE <br />ANCHOR THRU ANGLE INTO CONCRETE <br />AT AN EMBEDMENT Dr 3.5" MINIMUM <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <br /><1 <br /> <br />.d <br /> <br />~ <br /> <br />.d ' <br /><J <br /> <br />, 3' MIN. <br />rROM <br />EDGE, <br />Of SLAB <br /> <br /> <br />I <br /> <br />· NOTE' DETAIL ILLUSTRATES TYPICAL - <br />2')(4' 5MB COLUMN CONNECTION <br /> <br />2 .. <br />MIN. <br /> <br />I <br /> <br />· NOTE. DETAIL ILLUSTRATES TYPICAL <br />2")(4' 5MB COLUMN CONNECTION <br /> <br /> <br />I SIDE VIE\J I <br /> <br />I <br /> <br />SCREEN <br /> <br />SB, 2')(4' 5MB DR 2")(5" 5MB COLUMN <br />(2)-112)(3/4" SMS EACH SIDE <br />(MIN. l' D.C. SPACING) <br />2')(2')(.125" ANGLE <br />;Y3/8" PO'JERS '.lEDGE BOLT CoNC. ANCHOR <br />THRU ANGLE L 1")(2' DB INTO CONCRETE <br />EACH SIDE (MIN. 3.5' EMBEDMENT> <br />1')(2' olB BASE PLATE (TYP.) <br /> <br />I <br /> <br />(2)-110)(1-1/2' SMS <br />EACH SIDE <br /> <br />I <br /> <br /><1 <br /> <br />~t 1 114' MIN. CONCRETE <br />~ ANCHOR EMBEDMENT <br /> <br /> <br />~_'MAX SPACING___ <br />24" olC <br /> <br />I <br /> <br />I <br /> <br />AI <br />::: <br /> <br /> <br />IFRONT VIE\JI <br /> <br />I <br /> <br />NOTE, DETAIL ILLUSTRATES TYPICAL <br />2"x4" 5MB CONNECTION. <br /> <br />I <br /> <br />CONCRETE <br /> <br />PRIMARY <br />2'x2")(.125' ANGLE <br /> <br />SECONDARY ANGLE SCHEDULE <br /> <br />SCREEN-,_,:: ~' :" . <br />AI Z <br />::: .... <br /> <br />"" <br />. Ii <br /> <br />.' <br /> <br />1'" .,: <br /> <br />COlUMN <br />SIZE <br /> <br />Sl.tB OR <br />SB <br />2-x 4- <br />2-x 5- <br /> <br />(2) 3/8 <br />2) 3/8- <br /> <br />4 <br />4 <br /> <br />I <br /> <br />AI <br /> <br />(TYP.) <br />3/8" Po'JERS '.lEDGE BoL T CONCRETE <br />ANCHOR AT 3.5" MINIMUM EMBEDMENT <br /> <br />TOTAL <br />CONCRETE <br />ANCHORS <br /> <br />TOTAL <br />#1~'4- <br /> <br />I <br /> <br />2')(4' SB, 2'x4' 5MB <br />OR 2')(5' 5MB COLUMN <br /> <br />I <br /> <br />SECONDARY <br />2')(2")(.125" ANGLE <br />(SEE SECONDARY ANGLE SCHEDULE) <br />NOTES. (1) ALL 1/4' CONCRETE ANCHORS TO BE Po'JERS PO'JER-BoL TS <br />1I12x3/4' SMS COR EQUIVALENT> <br />24' D.C. FOR 5MB (2) CONNECTION IS GOOD FOR 3.475 POUNDS Of' UPLIf'T. <br />SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS. <br />(3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE <br />AND 2' SPACING Of' fASTENERS. <br /> <br />1112 SMS TYP, <br />(SPACED @ I' O.C, MINIMUM) <br /> <br />I <br /> <br />PCCD I <br /> <br />TOP <br /> <br />VIE\.! <br /> <br />I <br /> <br />3871 TAMIAMI TRAIL. SUITE E <br />PORT OiARLOTTE, FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (841) 824-2Ja2 <br /> <br />~ n.UJllNUM STRUCTURES JUSTER PUN <br />DGIIIIIIIIG. IE @ COPYRIGHT AI. ENGINDRDiG. INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 59 OF 266 <br />