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<br /> <br />{I' <br />I' <br /> <br />~: <br />I <br />i <br />.1 <br />I <br /> <br /> <br /> <br />12x3 PE POST/COLUMN TO CONCRETE DETAILS I <br />DETAIL 0 <br /> <br />2500 P.S.I. CONC. <br /> <br /> <br />3/8' POVERS VEDGE BOLT CONCRETE ANCHOR <br />THRU ANGLE (3 1/2' MIN. EMBEDMENT> <br /> <br />2')(3')(.050' PB COLUMN <br /> <br />NOTCH COLUMN FOR BASE PLATE <br /> <br />SCREEN <br />2')(2')(.125' ANGLE EACH SIDE <br /> <br />1')(2')(.044' DB BASE PLATE <TYP.) <br /> <br />2 EACH 114 )(3/4' SMS EACH SIDE <br />(SPACED I' D.C. MINIMUM) <br /> <br />',,' .. . <br /> <br />" <br />4 ., <br /> <br /> <br />... <br /> <br />... 4 . <br /> <br />... ' <br />'~ <br /> <br />.. <br /> <br />... <br /> <br />.. <br /> <br />.' <br />.., <br /> <br />~. <br />~ '4.J1 - '4 <br /> <br />SIDE VIEW <br /> <br />SCREE <br /> <br />~ 2')(3')(.050' PB COLUMN <br /> <br />II (2) 114 )(3/4' SMS EACH SIDE <br />II (SPACED I' D.C. MINIMUM) <br />II <br />II <br /> <br />ANCHOR <br /> <br /> <br />4 EACH 1/4' )( 1-112' 110 S.M.S. <br />THRU BOTTOM PLATE INTO COLUMN <br />SCREV BOSSES <br /> <br />1/4' )( 2 112' CONCRETE ANCHOR <br /> <br />V 2")(2')(.125' ANGLE <br /> <br />3/8' POVERS VEDGE BOLT CONCRETE <br />(MIN. 3 1/2' EMBEDMENT> <br /> <br />1')(2' O/B BASE PLATE (TYP.) <br /> <br />2500 P.S.I. CONCRETE <br /> <br /> <br />.d <br /> <br />1 1/4' MIN. CONCRETE <br />, ANCHOR EMBEDMENT <br />.d . .d~ <br /> <br />6' ~MAX SPACING <br />MAX. 24' O/C <br /> <br />I I NOTCH I <br />MAX SPACING--4-----,.6' ~ C~'o':'N <br />- 24' OIC MAX. BASE A <br /> <br />FRONT VIEW <br /> <br />NOTES. mALL 1/4' CONCRETE ANCHORS TO BE POVERS POVER-BO'_ TS <OR EQUIVALENT> <br />(2) CONNECTION IS GOOD FOR 3,400 POUNDS OF 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 4' SPACING) <br /> <br />PCCD23 <br /> <br />3871 TAMIAMI TRAIL. SUITE E <br />PORT aiARLOTTE.. F1.. 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2382 <br /> <br />~ ALUIIINUM STRUCTURES JlASTZR PLAN <br />IIICDIIIIIIIIG. IIC. @ COPYRIGHT AI. DCINURlNG, INC. 2002 <br />AL ENGINEERING, INC. F1..ORIDA UCENSE #7441 <br /> <br />PAGE 54 OF 266 <br />