Laserfiche WebLink
0 <br />y <br />N' r <br />75-0" <br />II-1 r - <br />-' <br />9T-' 17W. MS 1-4 I <br />b <br />10 r <br />L 1 / <br />!M• <br />b <br />p <br />t3 <br />1 <br />Isl <br />N. <br />l4 <br />r I <br />1 LB I <br />I <br />h <br />0I <br />v <br />H-- <br />t 3 <br />b <br />10 <br />•0 <br />TM. O <br />O TM'. <br />\ to <br />) <br />)3 <br />66 <br />DPA1®i IurT CP. <br />h <br />716 Am <br />10 <br />tt <br />is <br />A <br />p <br />10 <br />� <br />YARDING CRANE <br />O FOUNDATION PLAN <br />KEYNOTES: <br />3 PRECAST CCIIW - SEE MEDIAE 61EEr 51 - COL. 6-3 7YP. <br />OCCE M NG - SEE SOEDIILE SNIT 51 - COL C-3 TIP. <br />/7)111.444 N/ CISA339 Nm6E CRAW NMINr BEAM <br />7.0.0. . 129• -7 3/4' <br />z-BRACE 116 BAY - 91 OEMAl 7/21 <br />/7A DEMO 1RAR6POBT NM ANCHOR RATE SLAG <br />woo RAL BED. <br />1 <br />1•. <br />NEw <br />7r -r <br />DET. <br />7r -r <br />2•-P 1/33t, <br />75-0" <br />-r 75-7 imE-S 1/r <br />I1I <br />T•. <br />t8 <br />t3 <br />1 <br />13 <br />h <br />0I <br />v <br />H-- <br />t 3 <br />b <br />10 <br />•0 <br />TM. O <br />O TM'. <br />\ to <br />) <br />)3 <br />66 <br />DPA1®i IurT CP. <br />h <br />716 Am <br />10 <br />tt <br />is <br />A <br />p <br />10 <br />� <br />C <br />YARDING CRANE <br />2 FRAMING PLAN <br />\_ 55 690E r - 30'-7 <br />CRANE RUNWAY BEAM DESIGN LOAD (ONE 20 TON CRANE PER BAY) <br />WHEEL LOAD - 39.6 KIPS (INCLUDES 1521 IMPACT FACTOR) <br />LOAD DIAGRAM <br />3 COLUMN /PIER DETAIL <br />55 <br />C) CONNECT. DTL. <br />SCAL,T -r <br />C1) BEAM /COL. CONNECT. DTL. <br />SCAM <br />4 <br />N7� t <br />SIM SEMI <br />4F PLAN <br />61Ee3/B' <br />}t /1 <br />Pt MUM - A325 BOL' <br />P.C. COMM - <br />SEE PLW <br />SEE PINT T 126.1/7 I6b1/1' <br />FEID DD TO <br />EMEED t <br />D ® t <br />BY P.9 SUPPLER <br />L A14111111\0 <br />v .1L, <br />091;11 <br />SEE PUN <br />6 EXPANSION JOINT DETAIL <br />55 <br />Sr-0.0 I/Y - 1•-7 <br />O TYPICAL X— BRACED BAY 8 X —BRACE CONNECT. DTL. <br />55 SEAL ,/W' - ,- 55 694E 1/2' - 1•-7 <br />OWETII6 <br />cpNO T USED <br />NO SCNE <br />CA1EYARD <br />/- <br />[\Y TRANSPORT WAGON <br />ANCHOR PLATES <br />STALL 1/4 <br />•Professional <br />Design Group <br />Architects / Engineers <br />105 East Fourth Street <br />Suite 200 <br />PO Box 641 <br />Northfield, MN 55057 <br />Bus. (507) 645 -2298 <br />Fax. (507) 645 -2393 <br />www.profdesign.com <br />Project Title: <br />CONCRETE PRODUCTS COMPANY <br />Precast Manufacturing <br />Building Addition <br />Lino Lakes, Minnesota <br />Key Plan: <br />RECEIVED <br />JAN ®5 2005 <br />CITY OF LINO LAKES I • <br />Revisions: <br />I12 -10 -04 I DFB <br />PRELIMINARY PRICING <br />Rev.# I <br />Date I Approved By <br />Description <br />Note: <br />Drawings are not to be scaled to obtain <br />dimensions. Contact Professional Design <br />Group for omitted or additional dimensions, <br />or those in conflict with actual field <br />measurements. <br />I hereby certify that this plan, specification, or report <br />was prepared by me or under my direct supervision <br />and that 1 am a duly Licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />Signature' <br />Typed or Printed Name <br />Date: Reg No <br />Project Number' 97121.09 <br />Dote- 12 -10 -04 <br />Drown By RAM <br />Checked By DEB <br />Copyright Professional Design Grrn p 2004 <br />Sheet Title: <br />Yarding Crane Foundation Plc <br />Yarding Crane Framing Plan <br />Details <br />Sheet: <br />SJ <br />n • <br />