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<br /> <br />1 <br />, <br />I: <br /> <br />1\ <br /> <br />I!' <br />I' <br />,,I <br />I; <br />, I <br />If <br />I <br />\ <br />II <br />l <br />~ <br />I <br />, , <br /> <br />I <br /> <br />I <br /> <br />12"x4" <br /> <br />PB POST/COLUMN TO CONCRETE DETAILSI <br /> <br />I <br /> <br />DETAIL 0 <br /> <br />I <br /> <br /> <br />'I <br /> <br />2')(4' PB COLUMN <br /> <br />NOTCH COLUMN FOR BASE PLATE <br /> <br />ANGLE EACH SIDE <br /> <br />(2) 1I12 )(3/4' SMS EACH SIDE <br />(SPACED I' D.C. MINIMUM) <br /> <br />3/8' PO'JERS 'JEDGE BOLT <br />CONCRETE ANCHOR THRU ANGLE AND <br />1')(2' DB INTO CONCRETE EACH SIDE <br />(MIN. 3.5' EMBEDMENT> <br /> <br />(2) 112 )(3/4' SMS EACH SIDE <br />(SPACED I' D.C. MINIMUM) <br /> <br />DB BASE PLATE TYP. <br /> <br />2500 P.S.I. CONC. <br /> <br /><I' <br /> <br /><I <br />4. <br /> <br />...<1 <br /> <br />4 <br /> <br /> <br />'<1 <br /> <br /><I ",. . <br /> <br />3/8' PO'JERS 'JEDGE BOLT CONCRETE ANCHOR <br />THRU ANGLE INTO CONCRETE EACH SIDE <br />(MIN. 3.5' EMBEDMENT> <br /> <br />SIDE VIEW <br /> <br /><1 <br /> <br /> <br />2')(4' PB COLUMN <br /> <br />SMS EACH SIDE <br /> <br />2'x2'x.125' ANGLE <br /> <br />(4) 110x1-1I2' SMS THRU <br />BOTTOM PLATE INTO COLUMN <br />SCRE'J BOSSES <br /> <br />1/4' x 2 1/2' CONCRETE ANCHOR <br /> <br />3/8' PO'JERS 'JEDGE BOLT <br />r CONCRETE ANCHOR THRU ANGLE AND <br />1')(2' DB INTO CONCRETE EACH SIDE <br />(MIN. 3.5' EMBEDMENT> <br /> <br />l'x2' DB BASE PLATE <TYP.> <br /> <br /> <br />1-1/4' MIN. CONCRETE <br />. ANCHOR EMBEDMENT <br /> <br />L1 . L1~ <br />6'~MAX SPACING <br />MAX. 24' OIC <br /> <br />2500 P .S.I. CONCRETE <br /> <br />L1 . <br /> <br />'L1 <br /> <br />~ I;;l I NOTCH I <br />MAX SPACING 6' .-----l C~~~N <br />- 24' OIC AX. BASE ... <br /> <br />FRONT VIEW <br /> <br />NOTES. (1) ALL 114' CONCRETE ANCHORS TO BE PO'JERS PO'JER-BOL TS (OR EQUIVALENT) <br />(2) CONNECTION IS GOOD FOR 3,450 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED <br />TO EXCEED 3,450 POUNDS. <br />(3) ClJNNECTION IS BASED ON J' MINIMUM EDGE DISTANcE AND 2' MINIMUM SPACING OF FASTENERS. <br /> <br />PCCD24 <br /> <br />3871 TAloIIAloII '!RAIL. SUITE E <br />PORT CHARLOTTE. FL 33952 <br />PHONE: (941) 827-4901 <br />FAX: (941) 824-2:582 <br /> <br />~ ALUJlINUII STRUCTURES IlAST8R PLAN <br />D:IIIDIIIC. DK:.. @ COPYRIGHT AL J:NGINURlNG, INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE #7<<1 <br /> <br />PAGE 56 OF 266 <br />