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<br />I POST/COLUMN TO CONCRETE DETAILS I <br />DETAIL 0 <br /> <br />2")(2')(.125' ANGLE EACH SIDE <br />OF COLUMN WITH 112)(3/4' SMS <br />SPACED A MINIMUM OF I' D.C. <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <br />2')(4' SB, 2')(4' 5MB OR 2')(5" 5MB COLUMN <br />SCREEN <br />2')(2')(.125" ANGLE EACH SIDE <br />(2)-IU2)(3/4' SMS EACH SIDE <br />(MIN. l' D.C. SPACING) <br />3/8" POWERS WEDGE BOLT CONC. ANCHOR <br />THRU ANGLE L 1')(2" DB INTI] CONCRETE EACH SIDE <br />(MIN. 3.5" EMBEDMENT> <br /> <br />1")(2' DB BASE PLATE (TYP.) <br /> <br /> <br />3/8' POWERS WEDGE BOLT CONCRETE <br />ANCHOR THRU ANGLE INTO CONCRETE <br />AT AN EMBEDMENT OF 3.5' MINIMUM <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <br /><J <br /> <br />A <br /> <br />· NOTE, DETAIL ILLUSTRATES TYPICAL - <br />2')(4' 5MB COLUMN CONNECTION <br /> <br />2 .- <br /> <br />MIN. <br /> <br />. 3' MIN. <br />FROM <br />EDGE. <br />OF SLAB <br /> <br />I SIDE VIEW' I <br /> <br />· NOTE' DETAIL ILLUSTRATES TYPICAL <br />2')(4' 5MB COLUMN CONNECTION <br /> <br /> <br />SCREEN <br /> <br />SB, 2')(4' 5MB OR 2')(5' 5MB COLUMN <br />(2)-112)(3/4' SMS EACH SIDE <br />(MIN. I" D.C. SPACING) <br />2')(2")(.125" ANGLE <br />V3/a, POWERS WEDGE BOLT CONC. ANCHOR <br />THRU ANGLE L 1')(2" DB INTO CONCRETE <br />EACH SIDE (MIN. 3.5' EMBEDMENT> <br />1")(2' OIB BASE PLATE (TYP.) <br /> <br />(2)-ll0xl-1/2' SMS <br />EACH SIDE <br /> <br /><J <br /> <br />~t 1 1/4" MIN. CONCRETE <br />~ ANCHOR EMBEDMENT <br /> <br /> <br />L~AX SPACING___ <br />24' OIC <br /> <br />2500 P.S.r. CONCRETE <br /> <br />MAX SPACING~I.. <br />- 24' OIC <br /> <br />IFRONT VIEW'I <br /> <br />NOTE. DETAIL ILLUSTRATES TYPICAL <br />2')(4" 5MB CONNECTION. <br /> <br />N <br /> <br /> <br />4 <br />4 <br /> <br />PRIMARY <br />2")(2")(.125" ANGLE <br /> <br />SECONDARY ANGLE SCHEDULE <br /> <br />CONCRETE DECK <br /> <br />SCREEN-........... . ~ ~. , ", ~ <br />,.,' x <br />tu z . .. <br />~ ..... (") <br /> <br />lid .... <br /> <br />'!' <br /> <br />TOTAL <br />11:g;'4" <br /> <br />~' <br /> <br />COlUMN <br />SIZE <br /> <br />SIol8 OR <br />S8 <br />2-. 4- <br /> <br />2-. 5- <br /> <br />TOTAl <br />CONCRElE <br />ANCHORS <br /> <br />, ... <br />. ~. <br /> <br />3/B' POWERS WEDGE BOlT CONCRETE <br />ANCHOR AT 3.5' MINIMUM EMBEDMENT <br /> <br />(2 J/8- <br />(2) J/8" <br /> <br />N <br />"- <br />- <br /> <br />SECONDARY <br />2")(2')(.125" ANGLE <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <br />NOTES, (1) ALL 114" CONCRETE ANCHORS TO BE POWERS POWER-BOLTS <br />112)(3/4' SMS (OR EQUIVALENT> <br />24" D.C. FOR 5MB (2) CONNECTION IS GOOD FOR 3.475 POUNDS OF' UPLIFT. <br />SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS. <br /> <br />(3) CONNECTION IS BASED ON 3" MINIMUM EDGE DISTANCE <br />AND 2' SPACING OF FASTENERS. <br /> <br />IU2 SMS TYP. <br />(SPACED @ I" D.C. MINIMUM) <br /> <br />PCCD t <br /> <br />2")(4' SB, 2')(4' 5MB <br />OR 2')(5" 5MB COlUMN <br /> <br />I <br /> <br />VIEW' <br /> <br />TOP <br /> <br />3871 TAUIAUI TRAIl, SUllE E <br />PORT QiARLOTTE. FL 33952 <br />PHONE: (941) &27-4901 <br />FAX: (941) 62+-2382 <br /> <br />~ M.UJllNUJI STRUCTURES JUSTZR PUN <br />DGIIIDIlIIG. IIIC. @ COPYRIGHT ~ ENGIHKERING, INC. 2002 <br />AL ENGINEERING, INC. FLORIOA UCENSE 17441 <br /> <br />PAGE 59 OF 266 <br /> <br />,...... <br />lif~"'.': '..' . .~'c,: .,. <br /> <br />