Laserfiche WebLink
<br /> <br />f <br />~ <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />i <br /> <br /> <br />12x3 PB POST/COLUMN TO CONCRETE DETAILS I <br />DETAIL 0 <br /> <br />2")(3")(.050" PB COLUMN <br /> <br />SCREEN <br />2")(2")(.125" ANGLE EACH SIDE <br /> <br />2500 P.S.I. CONC. <br /> <br /> <br />NOTCH COLUMN FOR BASE PLATE <br /> <br />1")(2")(.044" DB BASE PLATE (TYP.) <br /> <br />2 EACH IU4 )(3/4" SMS EACH SIDE <br />(SPACED I" D.C. MINIMUM) <br />3/0" PO~ERS ~EDGE BOLT CONCRETE ANCHOR <br />THRU ANGLE (3 1/2" MIN. EMBEDMENT> <br /> <br />~ <br /> . ., <br /><I <I <br /> : . <I <I <br />. .' . <br /> .. <br />~. <br />"4 - -4 <br />...4 <br /> <br />~ <br /> <br />SIDE VIEW <br /> <br />SCREE <br /> <br />~ 2")(3")(.050" PB COLUMN <br /> <br />II (2) IU4 )(3/4" SMS EACH <br />II (SPACED I" D.C. MINIMUM) <br />II <br />II <br /> <br />SIDE <br /> <br /> <br />2")(2")(.125" ANGLE <br /> <br />4 EACH 1/4" x 1-112' IUO S.M.S. <br />THRU BOTTOM PLATE INTO COLUMN <br />SCREV BOSSES <br /> <br />1/4" )( 2 1/2" CONCRETE ANCHOR <br /> <br />3/8" PO~ERS ~EDGE BOLT CONCRETE ANCHOR <br />(MIN. 3 1/2" EMBEDMENT> <br /> <br />OIB BASE PLATE <TYP.) <br /> <br /> <br />1 114" MIN. CONCRETE <br />. ANCHOR EMBEDMENT <br /> <br />L1 . L1~ <br />6" ~MAX SPACING <br />MAX. 24" OIC <br /> <br /><J <br /> <br />2500 P.S.I. CONCRETE <br /> <br />L1 <br /> <br />I I NOTCH I <br />MAX SPACING --I-------. 6" ~ CIf~~N <br />- 24" OIC MAX. BASE <br /> <br />FRONT VIEW <br /> <br />NOTES. mALL 1/4" CONCRETE ANCHORS TO BE POVERS PO~ER-BDl TS <DR EQUIVALENT> <br />(2) CONNECTION IS GOOD FOR 3,400 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED <br />TO EXCEED 3,400 POUNDS. <br /> <br />(3) CtJH:CTlIJN IS JASED ON :r MINIMUM EDGE DISTANCE AND LIMITATIONS or SPACING <br />,. .'--9 ~rfleY'f.ll'X 1J1/JJ1IJIII/JII ,.. ~ <br /> <br />meN <br /> <br />--"1--.;.;..... ...;~_.;- <br />~~~_..ilttt j . <br />~.~ <br />PflCM (....,,- f!ff-4fllJf <br />FA'/: (041) 824-23112 <br /> <br />~- '--""iiulU1Wll 8Dur:J"f1MS JaSf'ZR PUN <br />~ .(p~~+ L. -- - -, ~ .zDD1' <br />At e:Jr,,~~ 1M:; ~ I~ I1A-- <br /> <br />~~ ,~ ,or .!:8fl <br />