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<br />., <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 />OF COLUMN 'JITH 112)(3/4" SMS <br />SPACED A MINIMUM OF I" O,C. <br />(SEE SECONDARY ANGLE SCHEDULE) <br /> <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" PO'JERS 'JEDGE BOLT CONC. ANCHOR <br />THRU ANGLE L 1")(2" DB INTIl CONCRETE EACH SIDE <br />(MIN. 3.5" EMBEDMENT> <br />1')(2' DB BASE PLATE (TYP.) <br /> <br /> <br />I <br /> <br />I <br /> <br />3/8" PO'JERS 'JEDGE 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 />~ <br />~ <br /> <br />I <br /> <br />2 .. <br />MIN. <br /> <br />. NOTE' DET AIL ILLUSTRATES TYPICAL - <br />2")(4" 5MB COLUMN CONNECTION <br /> <br />I <br /> <br />N Z <br />~ ;: <br /> <br /> <br />I SIDE VIE\J I <br /> <br />I <br /> <br />I <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 />V 3/8" PO'JERS 'JEDGE BDL T CONe. 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 />i <br />1\ <br /> <br />. NOTE. DETAIL ILLUSTRATES TYPICAL <br />2")(4' 5MB COLUMN CONNECTION <br /> <br />I <br /> <br />(2)-110)(1-1/2" SMS <br />EACH SIDE <br /> <br />I <br /> <br /><1 <br /> <br />~11 1/4' MIN. CONCRETE <br />~ ANCHOR EMBEDMENT <br /> <br />L'MAX SPACING_ <br />24" O/C <br /> <br />I <br /> <br />2500 P,S.I. CONCRETE <br /> <br />MAX SPACING . I. <br />- 24" O/C - <br /> <br />I <br /> <br />NOTE. DETAIL ILLUSTRATES TYPICAL <br />2")(4" 5MB CONNECTION, <br /> <br />CONCRETE DECK <br /> <br />I <br /> <br />SCREEN~.~ ~.': <br /> <br />. - <br />N Z <br />..... .... <br />- <br /> <br />z <br />. i <br />M <br /> <br />od ..,. <br /> <br />PRIMARY SECONDARY ANGLE SCHEDULE <br />2")(2")(,125" ANGLE <br />~. .. COLU"'N TOTAL TOTAl <br />'" SIZE CONCRETE 11~{~" <br /> ,. .( ANCHORS <br /> <TYP,) st.IB OR <br /> 58 <br />3/8" PO'JERS 'JEDGE BOLT CONCRETE 2"lC 4" 2 J/B- 4- <br />ANCHOR AT 3.5' MINIMUM EMBEDMENT 2"lC 5- 2) J/B" <br /> 4- <br /> <br />I <br /> <br />N Z <br />:lI: <br /> <br />I <br /> <br />2")(4" SB. 2")(4" 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\lERS PO\lER-BoL TS <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 />(3) CONNECTION IS BASED ON 3" MINIMUM EDGE DISTANCE <br />AND 2" SPACING OF FASTENERS. <br /> <br />IU2 SMS TYP. <br />(SPACED Ii! l' O.C. MINIMUM) <br /> <br />I <br /> <br />PCCD' <br /> <br />TOP <br /> <br />VIE\J <br /> <br />I <br /> <br />3871 TAMIAMI TRAIL. SUITE E <br />PORT QiARLOTTE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2382 <br /> <br />~ .M.UJIlNUJI STRUCTUR8S JUST~R PUN <br />~ DCIIIIIIIJI:, DIC. @ COPYRIGHT AI. ENGDfBJ:RlNG, INC. 2002 <br />Al ~GINEERlNG, INC. FLORIDA UCENSE 11441 <br /> <br />PAGE 59 OF 266 <br />