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<br />I POST/COLUMN TO CONCRETE DETAILS I <br />DETAIL 0 <br /> <br />2'x2'x.125' ANGLE EACH SIDE <br />OF COLUMN IJITH 112xJ/4' SMS <br />SPACED A MINIMUM OF I' O,C. <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <br />2'x4' SB, 2'x4' 5MB OR 2'x5' 5MB COLUMN <br />SCREEN <br />2'x2'x,125' ANGLE EACH SIDE <br />(2)-IU2x3/4' SMS EACH SIDE <br />(MIN, l' O,C, SPACING> <br />J/8' POIJERS IJEDGE BOLT CONC. ANCHOR <br />THRU ANGLE a. 1'x2' OB INTO CONCRETE EACH SIDE <br />(MIN, J.5' EMBEDMENT> <br />1'x2' DB BASE PLATE <TYP.) <br /> <br /> <br />J/8' POIJERS IJEDGE BOLT CONCRETE <br />ANCHOR THRU ANGLE INTO CONCRETE <br />A T AN EMBEDMENT OF 3,5' MINIMUM <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <br />~ <br />A <br /> <br />A <br /> <br /><1 <br /> <br /><1 <br /> <br />J' MIN, <br />2 .. FROM <br />MIN. EDGE, <br />OF SLAB <br /> <br /> <br />· NOTE. DETAIL ILLUSTRATES TYPICAL ... <br />2'x4' 5MB COLUMN CONNECTION <br /> <br />I SIDE VIE\./ I <br /> <br />Cu <br /> <br /> <br />. <br />. <br /> <br />· NOTE. DETAIL ILLUSTRATES TYPICAL <br />2'x4' 5MB COLUMN CONNECTION <br /> <br />SB, 2'x4' 5MB DR 2'x5' 5MB COLUMN <br />(2)-112xJ/4' SMS EACH SIDE <br />(MIN, l' O.C, SPACING) <br />2'x2'x,125' ANGLE <br /> <br />SCREEN <br /> <br />(2)-1110x1-1I2' SMS <br />EACH SIDE <br /> <br />VJ/S' POIJERS IJEDGE BOLT CONC. ANCHOR <br />THRU ANGLE a. 1'x2' OB INTO CONCRETE <br />EACH SIDE (MIN. J,5' EMBEDMENT> <br /> <br />1'x2' OIB BASE PLATE (TYP,) <br /> <br /><1 <br /> <br />~'1 1/4' MIN. CONCRETE <br />~ ANCHOR EMBEDMENT <br /> <br />L'MAX SPACING_ <br />24' OIC <br /> <br /> <br />ITEI DETAIL ILLUSTRATES TYPICAL <br />2'x4' 5MB CONNECTION. <br /> <br />PRIMARY <br />2'x2'x,125' ANGLE <br /> <br />SECONDARY ANGlf: SCHEDULE <br /> <br />CONCRETE <br /> <br />SCREEN--......... ' ,~~"", as <br />",,' ,x <br />iu z .. <br />~ ...... ('I') <br /> <br />.' <br />"!' <br /> <br />TOTAL <br />11~(o4- <br /> <br />COlUt.AN <br />SIZE <br /> <br />St.AB OR <br />sa <br />2-. 4- <br />2-. 5- <br /> <br />TOTAL <br />CONCRElE <br />ANCHORS <br /> <br />. ' A <br />,.4: <br /> <br />(TYP,) <br />J/S' POIJERS VEDGE BOLT CONCRETE <br />ANC DR AT 3,5' MINIMUM EMBEDMENT <br /> <br /> <br />(2) 3/8- <br />2) 3 8- <br /> <br />. <br />l\J <br />~ <br /> <br />SECONDARY <br />2'x2'x,125' ANGLE <br />(SEE SECONDARY ANGLE SCHEDULE) <br />NOTES, mALL 114' CONCRETE ANCHORS TO BE POIJERS POVER-BOL TS <br />112xJ/4' SMS (OR EQUIVALENT> <br />24' O.C: FOR 5MB (2) CONNECTION IS GOOD FOR 3,475 POUNDS (]f' UPLIFT. <br />SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS, <br />(J) CONNECTION IS BASED ON J' MINIMUM EDGE DISTANCE <br />AND 2' SPACING OF FASTENERS, <br /> <br />! SMS TYP, <br />~ACED I l' O.C. MINIMUM) <br /> <br />~CDt <br /> <br />2'x4' SB. 2'x4' 5MB <br />DR 2'x5' 5MB COLUMN <br /> <br />I <br /> <br />VIE\./ <br /> <br />TOP <br /> <br />'1 TAArlJAMl 'TRAIL. SUI1t: E <br />n a-tARLOTTE. Fl 33952 <br />JNE: (941) 627-4901 <br />k (I"') 114-I.a <br />...... . <br /> <br />~ .n.UJIlNUJ/ STRUCTU1I8S JUSTJR PUN <br />DGDIIIIIIIG. IIC. @ COPYRIGHT .u.. DfGIND:RDfG, INC. 2002 <br />AL ENClND:RING, INC. P\.CIftIDA UClHR "...., <br /> <br />PAOli 158 01' 2ee <br /> <br /> <br /> <br />I' <br /> <br />