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3870 Copeland Dr
Zephyrhills
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3870 Copeland Dr
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Last modified
2/25/2025 3:22:16 PM
Creation date
2/18/2025 3:25:44 PM
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Building Plans
Street #
3870
Location
Copeland Dr
Contractor
Bon Welding
Building Plans - Permit #
21107
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2'-0" <br />a" 0 ANCHOR BOLT <br />4" PROJECTION <br />12 <br />(6) #5 DOWELS <br />D <br />6X6—W4XW4 <br />$"O ANCHOR BOLT <br />4" PROJECTION <br />"'0 ANCHOR BOLT <br />4" PROJECTION <br />L, <br />D <br />o #3 TIES. SPACE AS <br />#3 TIES @ 5" O.C. <br />T/CONC. EL. 101'-8" <br />SHOWN IN SECTIONS <br />N <br />T/CONC. EL. 76 -6" <br />x I_ <br />6X6-W4XW4 <br />CD i <br />i <br />°O <br />T/CONC. EL. 76'-6" <br />GRADE EL. 75'-6" <br />GRADE EL. 75'-6,> <br />3" 45` CHAMFER (TYP.) <br />xx <br />#5 BARS AT <br />��A <br />TYPICAL CONVEYOR PIER SECTION <br />SECTION A <br />EACH WAY <br />Scale:1/2"=V-0" 05 <br />SECTION <br />SCALE: 1" = 1'-0" <br />Scale:1/2"=1'-0" <br />05 <br />1 "O HEAVY HEX NUT <br />W/FLAT WASHER <br />a <br />Q <br />w <br />0 1"o <br />_ a 1 "0 HEAVY HEX NUT <br />Lij <br />WELD TO ROD <br />C <br />C <br />TYPICAL STACKER PIVOT <br />"'0 ANCHOR BOLT <br />s" 0 ANCHOR BOLT <br />1 "� ANCHOR BOLT <br />a" 0 ANCHOR BOLT <br />4 PROJECTION <br />4" PROJECTION <br />4" PROJECTION <br />4" PROJECTION <br />ANCHOR BOLT <br />SCALE: 1" = 1'-0" <br />6X6—W4XW4 <br />FOUR (4) REQUIRED <br />T/CONC. 101'-8" #3 TIES @ 7" O.C. <br />T/CONC. EL. 76'-6" <br />MATERIAL: ASTM F1554 GRADE 55 <br />0 <br />0 <br />T CONC. & GRADE EL. 75'-6" <br />- <br />`��� ��� �/� ��� � <br />GRADE EL, 75'-6" <br />j;��� ��� ��� ��� ���, <br />—7 » <br />$ 0 HEAVY HEX NUT <br />W/FLAT WASHER <br />� <br />#5 BARS AT 12" O.C. <br />Y������ � <br />� , � �i / <br />EACH WAY/�A����/�� <br />_ <br />\ <br />SECTION <br />E <br />„o <br />#5 BARS AT 12" O.C. <br />Scale: 1/2"=V-0" <br />05 <br />o <br />- � g"4 HEAVY HEX NUT <br />EACH WAY <br />WELD TO ROD <br />SECTION B <br />Scale:l/2"=1'-0" 05 <br />TYPICAL AGG HOPPER <br />ANCHOR BOLT <br />SCALE: 1" = 1'-0" <br />SIXTEEN (16) REQUIRED <br />MATERIAL: ASTM F1554 GRADE 55 <br />B <br />B <br />4" 0 ANCHOR BOLT <br />4" PROJECTION <br />4"0 HEAVY HEX NUT <br />W/FLAT WASHER <br />0 <br />Q <br />w <br />T CONC. 101'-8" #3 TIES @ 7" O.C. <br />00 <br />i <br />IY4"O <br />T CONC. & <br />GRADE EL. 75'-6" <br />00 <br />i o <br />L 3» <br />0 HEAVY HEX NUT <br />'— WELD TO ROD <br />#5 BARS AT 12" O.C. <br />EACH WAY <br />SECTION rc <br />TYPICAL CONVEYOR SUPPORT <br />Scale: 1/2"=V-0" 05 <br />ANCHOR B O ET <br />SCALE: 1 " = 1'-0" <br />EIGHT (8) REQUIRED <br />MATERIAL: ASTM F1554 GRADE 55 <br />A <br />A <br />S. 4co <br />'.�aS <br />VQ. � No 53181 . � = <br />CAD F11E NUMBER <br />� � L K-747-01 <br />TITAN AMERICA <br />= T F = <br />%gyp . <br />COPELAND DRIVE - ZEPHYRHILLS, <br />BATCH PLANT - FOUNDATION DETAILS <br />FL <br />�••` •� •'•• "� <br />�,,► <br />DATE CREATED DWG NO. <br />REV <br />CHRISTOPHER S. ••p��P�„ #531 81 <br />KNIGHT INDUSTRIAL S(ltlT - C.O.A. #9480 <br />�/� ICE L. Q 1 N Qi 12/15/18 K-747-07 <br />46 F=tXC10=r10 InO. <br /># <br />, SCALE DRAWN BY DESIGNED BY SHEET <br />3701 AIRFIELD DRIVE WEST, LAKELAND, FL 33811 <br />MA1NTLVAM CoNsTn ICTION vwKxjm 1 /2"-1 CSL CSL 7 OF 8 <br />PO <br />8 <br />6 <br />5 <br />4 <br />3 1 <br />2 1 <br />
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