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02/08/2006 P&Z Packet
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02/08/2006 P&Z Packet
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P&Z
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P&Z Packet
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02/08/2006
P&Z Meeting Type
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WING - <br />$ PLAN <br />1 1/Y' con M. <br />COLUMN /PIER DETAIL <br />T. s0ns. Y <br />PAM <br />SCARE I/Y - 0-0r <br />BEAM/COL CONNECT. DTL. <br />SCAM 1/r. r-o' <br />31 <br />5 BEAM /COL. CONNECT. DTL. O EXPANSION JOINT DETAIL <br />S1 SCALE 1/1' - 0-1' <br />--11=:11=11=11=11=11-- <br />G 11TYPICAL X7—"BRACED BAY 8 X —BRACE CONNECT. DTL. <br />SOME' 1/r - r-0' 31 SCAM I/O' - r-If <br />RAILYAREI <br />tY CMG SIN R/ <br />rr. •we 66 EMI <br />MY - R111 11 <br />StA• <br />Y-0' 10-1' <br />CRANE/AM <br />7 3/r <br />PK RHINOS <br />Professional <br />Design Group <br />Architects / Engineers <br />105 East Fourth Street <br />Suite 200 Bus. (507) 645 -2298 <br />PO Box 641 Fax. (507) 645 -2393 <br />Northfield, MN 55057 www.profdesign.com <br />CONCRETE PRODUCTS COMPANY <br />Yarding Crane Addition <br />Lino Lakes, Minnesota <br />Key Plon: <br />RECEIVED <br />JAN 0 9 2006 <br />CITY OF LINO LAMS <br />Revisions: <br />1 1 <br />0 I 1 -6 -06 <br />Dill <br />For City Approval <br />Rev.# <br />Dale 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 />aas prepared by me or under my direct supervision <br />nd that I am is duly Licensed Professional Engineer <br />under the lows of the state 01 Minnesota. <br />Signature <br />Typed or Printed No Darin Burekhord <br />Date. - Reg No 22477 <br />Project Number• 97121.10 <br />Date. 1 -3 -06 <br />Drawn 8y RAM <br />Checked By DEB <br />Copyright Professional Design Gm ip• 2006 <br />Sheet Title: <br />Yarding Crane Foundation Plc <br />Yarding Crane Framing Plan <br />Details <br />TRANSPORT WAGON <br />ANCHOR PLATES <br />Sr -r. 1/1' - 1' -Y <br />PC COL <br />!TRANSPORT WAGON <br />ANCHOR PLATES <br />SCALE I/O • r-0' <br />I -, la .l -1 1 rr -� usans <br />9%-C IM. MOO 1_31 <br />1.., L <br />r <br />L -•J L <br />La PER 1L ICIE -0' <br />L J <br />J L J <br />J <br />C/ <br />LtJ <br />YARDING CRANE <br />FOUNDATION PLAN <br />SCALE r • 3E-CE <br />KEYNOTES: <br />0 PRECAST =RN - SEI SOO = MT 62 - COL 0-3 M. <br />O COMC FDONS - SEE soma si37 12- ___ C-3 M. <br />3 @e,dl R/ CISe.131 EN( RAZE 808807 BEAN <br />1.03 - 1D' -7 3/f <br />O2 -BRACE 115 BAY - SEE DUAL 7/SI <br />O1010 10NISPORT 1I1001 MOM PLAIT UAL <br />cone RAL BID <br />MAW <br />l0-1• <br />6r -I' WOO <br />7T -• 118731181) <br />75-0' <br />0 <br />0 <br />0 <br />O <br />0 <br />10 <br />GI <br />12 <br />0 <br />14 <br />-4-------- <br />15 <br />16 <br />17 <br />18 <br />19 <br />0 <br />b <br />1N <br />YARDING CRANE <br />FRAMING PLAN <br />© SC80 1' - bd <br />CRANE RUNWAY BEAM DESCH LOAD (CNE 20 TON CRANE PER RAY) <br />%HEEL LOAD - 39.6 MPS (INCLUDES 1570 INPACT FACTOR) <br />LOAD DIAGRAM <br />0, <br />PRECAST c«UN - <br />RT PIAM <br />NROtr1 POCKET <br />/SIR SERAWIxN <br />%RI BA6S - <br />NE SEM <br />P90 <br />6aw iTIE VP 1 <br />VP <br />0 t0 <br />IIB <br />1 I/Y S AL A BOLT <br />3/E 7CP RATE <br />4s4s3//' a 12' MIC <br />IIME SE6 - 1400 <br />N10 MAN <br />Y SHY • NWT SPADE <br />COC. WING - <br />$ PLAN <br />1 1/Y' con M. <br />COLUMN /PIER DETAIL <br />T. s0ns. Y <br />PAM <br />SCARE I/Y - 0-0r <br />BEAM/COL CONNECT. DTL. <br />SCAM 1/r. r-o' <br />31 <br />5 BEAM /COL. CONNECT. DTL. O EXPANSION JOINT DETAIL <br />S1 SCALE 1/1' - 0-1' <br />--11=:11=11=11=11=11-- <br />G 11TYPICAL X7—"BRACED BAY 8 X —BRACE CONNECT. DTL. <br />SOME' 1/r - r-0' 31 SCAM I/O' - r-If <br />RAILYAREI <br />tY CMG SIN R/ <br />rr. •we 66 EMI <br />MY - R111 11 <br />StA• <br />Y-0' 10-1' <br />CRANE/AM <br />7 3/r <br />PK RHINOS <br />Professional <br />Design Group <br />Architects / Engineers <br />105 East Fourth Street <br />Suite 200 Bus. (507) 645 -2298 <br />PO Box 641 Fax. (507) 645 -2393 <br />Northfield, MN 55057 www.profdesign.com <br />CONCRETE PRODUCTS COMPANY <br />Yarding Crane Addition <br />Lino Lakes, Minnesota <br />Key Plon: <br />RECEIVED <br />JAN 0 9 2006 <br />CITY OF LINO LAMS <br />Revisions: <br />1 1 <br />0 I 1 -6 -06 <br />Dill <br />For City Approval <br />Rev.# <br />Dale 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 />aas prepared by me or under my direct supervision <br />nd that I am is duly Licensed Professional Engineer <br />under the lows of the state 01 Minnesota. <br />Signature <br />Typed or Printed No Darin Burekhord <br />Date. - Reg No 22477 <br />Project Number• 97121.10 <br />Date. 1 -3 -06 <br />Drawn 8y RAM <br />Checked By DEB <br />Copyright Professional Design Gm ip• 2006 <br />Sheet Title: <br />Yarding Crane Foundation Plc <br />Yarding Crane Framing Plan <br />Details <br />TRANSPORT WAGON <br />ANCHOR PLATES <br />Sr -r. 1/1' - 1' -Y <br />PC COL <br />!TRANSPORT WAGON <br />ANCHOR PLATES <br />SCALE I/O • r-0' <br />
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