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<br />I <br /> <br />. \ <br /> <br />!2x3 PH POST/COLUMN TO CONCRETE DETMLSI <br />DETAIL 0 <br /> <br />I <br /> <br />2'1<3'1<.050' PB COLUMN <br /> <br />2500 P.S.I. CONC. <br /> <br /> <br />SCREEN <br />2'1<2'1<.125' ANGLE EACH SIDE <br /> <br />NOTCH COLUMN FOR BASE PLATE <br /> <br />1'1<2'1<.044' DB BASE PLATE (TYP.) <br /> <br />2 EACH 114 1<3/4' SMS EACH SIDE <br />(SPACED 1" D.C. MINIMUM) <br /> <br />3/8' POVERS VEDGE BOLT CONCRETE ANCHOR <br />THRU ANGLE (3 112" MIN. EMBEDMENT> <br /> <br />.. . <br /> <br />~ ". <br /> ., II <br />4 ., 4 4 ., <br />: <br /> .' ., <br /> .,. <br /> <br /> <br />4 <br /> <br />., <br /> <br />.d' <br />... . .,.4 --4 <br /> <br />I <br />I <br /> <br />SIDE VIEW <br /> <br />SCREE <br /> <br /> <br />~ 2'1<3')(.050' PB COLUMN <br /> <br />II (2) 114 )(3/4' SMS EACH SIDE <br />II (SPACED I' D.C. MINIMUM) <br />1\ <br />II <br /> <br />2')(2')(.125' ANGLE <br /> <br />~ i <br /> <br />4 EACH 114' )( 1-112' 110 S.M.S. <br />THRU BOTTOM PLATE INTO COLUMN <br />SCREV BOSSES <br /> <br />1/4' x 2 1/2' CONCRETE ANCHOR <br /> <br />3/8' POVERS VEDGE BOLT CONCRETE ANCHOR <br />1/2' EMBEDMENT> <br /> <br />OIB BASE PLATE (TYP.) <br /> <br /> <br />J <br /> <br />MAX SPACING __I <br />- 24' OIC .... <br /> <br />~ NOTCH I <br />COLUMN <br />6" fOR <br />MAX. BASE ~ <br /> <br />1 1/4' MIN. CONCRETE <br />. ANCHOR EMBEDMENT <br />.~ . ~~ <br /> <br />6' ~MAX SPACING_ <br />MAX. 24' OIC <br /> <br /><1 <br />2500 P.S.I. CONCRETE - <br /> <br />~ <br /> <br />i <br />! I <br />I: <br />l <br />I <br />! <br />! <br />I <br />IJ <br /> <br />'I: <br /> <br />? <br /> <br /> <br />;~ <br /> <br />'I <br />U, <br /> <br />FRONT VIEW <br /> <br />NOTES. (l) ALL 1/4' CONCRETE ANCHORS TO BE POVERS POVER-BOL TS (OR EQUIVALENT> <br />(2) CONNECTION IS GOOD fOR 3,400 POUNDS or UPLIFT. SPECIAL ENGINEERING IS REQUIRED <br />TO EXCEED 3,400 POUNDS. <br />(3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE AND LIMITATIONS OF SPACING <br />BETVEEN FASTENERS (MINIMUM "I" SPACING) <br /> <br />PCCD23 <br /> <br />31571 TAMIAMI TRAIL. SUITE E <br />PORT CHARLOTll:. Ft 33952 <br />PHONE: (1141) 827-4901 <br />FAX: (941) 624-2J82 <br /> <br />~ ALUIlINUIl STRUCTURES JlAS'l'8R PLAN <br />DGIRI1IIIlC. IE @ COPYRIGHT .AI. DGnm:RING, INC. 2002 <br />AL ENGINEERING, INC. flORIDA UCENSE 17441 <br /> <br />PAGE 54 OF 266 <br />