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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 IJITH 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 DR 2')(5' 5MB COLUMN <br />SCREEN <br />2")(2')(.125" ANGLE EACH SIDE <br />(2)-112)(3/4' SMS EACH SIDE <br />(MIN. I' D.C. SPACING) <br />3/8' POIJERS IJEDGE DOL T CONC. ANCHOR <br />THRU ANGLE L 1')(2' DB INTO CONCRETE EACH SIDE <br />(MIN. 3.5' EMBEDMENT> <br />1')(2' DB BASE PLATE CTYP.) <br /> <br /> <br />3/B' 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 />q <br /> <br />. 3" MIN. <br />FROM <br />EDGE. <br />OF SLAB <br /> <br /> <br />· NOTE. DETAIL ILLUSTRATES TYPICAL ... <br />2')(4" 5MB COLUMN CONNECTION <br /> <br />2 .. <br />MIN, <br /> <br />I SIDE VIE\v' I <br /> <br />· NOTE' DETAIL ILLUSTRATES TYPICAL <br />2")(4" 5MB COLUMN CONNECTION <br /> <br /> <br />SCREEN <br /> <br />SB. 2")(4' 5MB DR 2')(5' 5MB COLUMN <br />(2)-112)(3/4' SMS EACH SIDE <br />(MIN. I' D.C. SP ACING) <br />2')(2')(.125" ANGLE <br />Y 3/8' POIJERS IJ EDGE BOLT CONC. ANCHOR <br />THRU ANGLE L 1')(2' DB INTO CONCRETE <br />EACH SIDE (MIN, 3,5' EMBEDMENT) <br />1')(2' O/B BASE PLATE (TYP.) <br /> <br />(2)-#10)(1-1/2' SMS <br />EACH SIDE <br /> <br /><1 <br /> <br />~, 1 1/4' MIN. CONCRETE <br />~ ANCHOR EMBEDMENT <br /> <br /> <br />L~AX SPACING__ <br />24' OIC <br /> <br />2500 P,S,I, CONCRETE <br /> <br />MAX SPACING . I <br />- 24' OIC ~. <br /> <br />IFRONT VIE\v'1 <br /> <br />NOTE. DETAIL ILLUSTRATES TYPICAL <br />2')(4" 5MB CONNECTION. <br /> <br /> <br />PRIMARY <br />2')(2')(,125' ANGLE <br /> <br />SECONDARY ANGLE SCHEDULE <br /> <br />CONCRETE <br /> <br />SCREEN~.: ~.' :" <br />Cu z <br />~ .... <br /> <br />.. <br />~. <br /> <br />TOTAL <br />'12xJ/4" <br />SI.IS <br /> <br />z <br />;: <br />M <br /> <br />COlUMN <br />SIZE <br /> <br />SIoAB OR <br />S8 <br />2"x 4" <br /> <br />2"x 5" <br /> <br />TOTAL <br />CONCRETE <br />ANCHORS <br /> <br />. A <br /> <br />",' 4: <br /> <br />CTYP,) <br />3/8' POIJERS IJEDGE BOLT CONCRETE <br />ANCHDR AT 3,5' MINIMUM EMBEDMENT <br /> <br />N Z <br />::a: <br /> <br />2) J/8" <br />2) 3 S" <br /> <br />4 <br />4 <br /> <br />Cu z <br />~ ;: <br /> <br />SECONDARY <br />2')(2')(.125' ANGLE <br />(SEE SECONDARY ANGLE SCHEDULE) <br />NOTES, (1) ALL 1/4" CONCRETE ANCHORS TO BE POIJERS POIJER-BOL TS <br />112)(3/4" SMS <DR 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 />(3) CONNECTION IS BASED ON 3" MINIMUM EDGE DISTANCE <br />AND 2' SPACING (]f FASTENERS, <br /> <br />#12 SMS TYP. <br />(SPACED @ l' 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 />VIE\v' <br /> <br />TOP <br /> <br />3871 TAWIAWI TRAlL. SUITE E <br />PORT OiARLOnE. FL 33952 <br />PHONE: (941) &27-4901 <br />FAX: (1l41) 824-2382 <br /> <br />~ nUJlINUJI STRUCTUR8S JlAST.8R PUN <br />DGIIIDIIDIG. IIC.. @ COPYRIGHT ~ DfGIHKERING, INC. 2002 <br />At EHGlNEmlNC, INC. FLORIDA UCENSE #7441 <br /> <br />PAGE 59 OF 266 <br /> <br />Yl <br /> <br />