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<br />l2x3 PB POST/COLUMN TO CONCRETE DETAILS \ <br />DETAIL 0 <br /> <br /> <br />2')(3')(,050' PB COLUMN <br /> <br />NOTCH COLUMN FOR BASE PLATE <br /> <br /> <br />SCREEN <br />2')(2')(,125' ANGLE EACH SIDE <br /> <br />2 EACH 114 )(3/4' SMS EACH SIDE <br />1.)(2.)(,0..... OB BASE PLATE <TYP,) (SPACED l' O.C. MINIMUM) <br /> <br />3/8' PO~ERS ~EDGE BOLT CONCRETE ANCHOR <br />THRU ANGLE (3 1/2' MIN, EMBEDMENT> <br /> <br />2500 P.S.I. CONC. <br /> <br /> <br /> <br /> ~ JI <br />4 4 ., <br /> ~ 4 4 <br />~ ~. .~ <br />.d' <br />.. - -4 <br />~.A <br /> <br />SIDE VIEW <br /> <br />SCREE <br /> <br />~ 2')(3')(.050' PB COLUMN <br /> <br />\I (2) 114 )(3/4' SMS EACH SIDE <br />\I (SPACED l' O,C. MINIMUM) <br />1\ <br />1\ <br /> <br /> <br />2')(2')(,125' ANGLE <br /> <br />4 EACH 1/4' )( 1-112' lID S,M.S. <br />THRU BOTTOM PLATE INTO COLUMN <br />SCRE~ BOSSES <br /> <br />1/4' )( 2 1/2" CONCRETE ANCHOR <br /> <br />3/8" PO~ERS ~EDGE BOLT CONCRETE ANCHOR <br />1/2" EMBEDMENT> <br /> <br />O/B BASE PLATE (TYP,) <br /> <br /> <br />1 1/4" MIN, CONCRETE <br />. ANCHOR EMBEDMENT <br />'L\ . L\ ~ <br /> <br />6"~MAX SPACING <br />MAX. 24' O/C <br /> <br /><1 <br /> <br />2500 P.S.I, CONCRETE <br /> <br />L\ <br /> <br />MAX SPACING--L <br />- 2..' O/C <br /> <br />~ NOTCH L <br />COLUMN <br />6' FOR <br />MAX. BASE <br /> <br />FRONT VIEW <br /> <br />NOTES. (1) ALL 1/4" CONCRETE ANCHORS TO BE PO~ERS PO~ER-BOL TS <OR EQUIVALENT> <br />(2) CONNECTION IS GOOD FOR 3.400 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED <br />TO EXCEED 3."00 POUNDS. <br />(3) CONNECTION IS BASED ON 3' MINIMUM EDGE DlSTANCE AND LIMITATIONS OF SPACING <br />BET~EEN FASTENERS (MINIMUM 4' SPACING) <br /> <br />PCCD23 <br /> <br />3871 THoll*' -mAIl. sum: E <br />PORT OiARLOTlE. FL 33952 <br />PHONE: (941) 627-4901 <br />FA)(: (941) 824-2J82 <br /> <br />~ ALUJlJ:NUII STRUCTUR8S IlASUR PLAN <br />_IIBIIIIIG. IE. @ COPYRIGHT AI. D'GIMURlNG. INC. 2002 <br />AL ENGINEERING, INC. nORlo... UCENSE 17441 <br /> <br />PAGE 54 OF 266 <br /> <br />. <br />. <br />. <br />I <br />- <br />I <br />I <br />I <br /> <br />t <br />1 <br />