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d► <br />LE <br />SHLEY <br />Y o <br />RELEA E ATE <br />Not released for construction <br />of this project unless <br />this document is signed. <br />SHEET TITLE: <br />FOUNDATION <br />DETAILS <br />DRAWN: <br />CLD <br />DESIGNED: <br />SA <br />CHECKED: <br />SA <br />DATE: <br />1/14/06 <br />JOB NO: <br />7-047 <br />SHEET NO <br />h: <br />POROUS FILL <br />Q <br />a <br />Q <br />w <br />J <br />#5 HAIRPIN <br />POROUS FILL <br />(2) #5 BARS <br />CONT. TYP. <br />SECTION <br />SCALE: 1" = 1'--0" S3.0 <br />L =36 BAR DIA. <br />PEMB <br />COLUMN-\ <br />(4) 3/4 OIA. ANCHOR BOLTS <br />SEE BOLT DETAIL — \ <br />6 10/10 W.W.M. <br />BAR SPLICE DETAIL <br />SCALE. NOT TO SCALE <br />6' -0" <br />3 <br />1 1/2 <br />-1 1 <br />3 <br />3/4" DIA. <br />e <br />BOLT DETAIL � l <br />SCALE: I = 1 - 0 ' � J <br />POROUS FILL <br />6 "x6" 10 /10 W.W.M. <br />(2) #5 BARS <br />CONT TYP. <br />1' -0" <br />SEC'TION 4 <br />• <br />SCALE: 1" = 1' -0" S3.0 <br />1' -2" <br />100 <br />POROUS FILL <br />6x6 WWM <br />REINFORCEMENT <br />( 2) #5 BARS CON T. <br />w/18 f4 DOWEL @► 36" O.C. <br /># HAIRPIN <br />CONT. SAW CUT <br />SAW JOINT WITHIN 8 HOURS <br />AFTER PLACING CONCRETE <br />SAW JOINT DETAIL I <br />SCALE: 1" = 1' -0" <br />SECTION <br />SCALE: 1" = 1' -0" <br />OUT OF STEEL <br />PEMB <br />COLUMN <br />(4.) 3/4" WA. ANCHOR BOLTS <br />SEE BOLT DETAIL -- ` <br />6 "x6' 10/10 W.W.M. <br />6' -0" <br />3 <br />4 <br />1 1/2" <br />GLEN guar ASHY' P.E <br />FLORIDA P.E. NO. 62216 <br />2327 HILLTOP FARMS <br />pRAITVILLE, AL 36067 <br />SEAL: <br />FLORIDA P.E. NO. 62216 <br />tzo <br />t4 <br />z <br />O <br />44 <br />