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I I/2'DIAx42'LONG /OVER <br /> �� / <br /> STEEL ANCHOR BOLTS <br /> GRADE 4r l <br /> • <br /> \ —I - -11-111-1 ' v-11— I i1—� 1- 1 1—:II— 11 ` <br /> I� -111-1:1 11-1 —1 —ill— — <br /> \ \ -1 11 11—11 . ' .. / ° , I= E i _ a _ ° : � • :111,111 1I <br /> 1—III—III— . ' e e —III-11-1 _1I1_11 �° • d . a a <br /> C 111=11I-11 ° <br /> _1I=111-111 1=11I111 ° a 1=1=•I <br /> N -111111I • I _11r11- I I 1 a d . I-111-I1 <br /> 7,1 11 ° a�1_1 - 1 II � ° 11 111 <br /> a ° i-1,Ina <br /> e a a d a <br /> A <br /> e • <br /> a ° SCHEDIJBLER ° ° a •° A ? era }: A: . °. ° <br /> / 5'-0' / / 9'-3' / <br /> 851 CU.YDS.OF ELEVATION OPTIONAL SPREAD FOUNDATION SIDE VIEW <br /> CONCRETE REQ'D <br /> WHERE THE EXtREME FROST PENETRATION DEPTH REAR SCI-IEDULE DO NOT UWELD REBAR <br /> REQUIREMENT IS GREATER THAN THE SPECIFIED SPREAD FOUNDATION 3'MIN.CONC.COVER <br /> DEPTH OP THIS FOUNDATION,THE FOUNDATION <br /> DESIGN SHOULD BE ALTERED TO MEET THE PLACEMENT SIZE SPACING QUANTITY <br /> LOCAL FROST DEPTH REQUIREMENTS. LONG BOTTOM STEEL 05 10' 6. <br /> / 2'-0' 1 1/4'THK LONG TOP STEEL 04 12' 5 <br /> 1,-'1, SASE PLATE BOTTOM CROSS STEEL 104 13' 9 <br /> \ 1 3/4'DIA TOP CROSS STEEL e4 13' 9 <br /> O • HOLE <br /> I0'xlO'x1/4'STEEL <br /> TUBE <br /> r n 10 I/S'xI01/6' = 1 I/2'HEAVY <br /> \ <br /> CUT OUT HOLE '.'� HEX NUT <br /> li l' 77 IN. <br /> g c•, = 3/16' . TUBE TO <br /> \ - 3/I6' r PLATE - <br /> t J MEI <br /> . <br /> 0 0 \ <br /> \ <br /> 10'xl0'x1/4'STEEL <br /> FARricuLAR cab BASE PLATE DETAIL <br /> TAKEN TO PROVIDE N FICIEN <br /> TUBE 1 1/2' <br /> T <br /> PREHEAT CP THE THICKER <br /> ELEMENT FOR THE 601JHDNE88 <br /> OP THE MELD.mom uee 1 1/2'DIAx42' <br /> 1 1/2'DIAx42'LONG iA <br /> I- LONG STEEL <br /> STEEL ANCHOR BOLTS I ANCHOR BOLTS <br /> I <br /> I 24'x24'xI 1/4'THK <br /> ICI r I ICI BASE PLATE <br /> `r� I HIGH STRENGTH <br /> `rt z 1�I NON-SHRINK GROUT <br /> ar <br /> D.w2111 ewr-- <br /> I J 14_j <br /> _ 11/2'HEAVY <br /> 1-——,—— a 4.1 <br /> 4 a :\- _....,2 J HEX NUT <br /> ANCHOR BOLT PROJECTION DETAIL -——— ——--I HARDENED <br /> I Mel WASHER <br /> 1 I P n I `I 1 IMO 1 1/2'HEAVY <br /> to <br /> a. i \ I• = HEX NUT <br /> I <br /> A ANCHOR BOLT DETAIL <br /> ———aft: 3/16' \ TUBE TO <br /> 3/16' r PLATE <br /> NOTE: All designs and plans Indicated on this drawing am the sole <br /> property of UNK Elgbeefig,LLR,created specifically for the noted LINK Engineering, L.L.Ce <br /> proJxt.Use of these designs or plane far any purpose other than <br /> SIGN TYPE: the Intended application shag be prohibited without the written <br /> consent of UNK Engineering,LL0.Disclosure of any of the 135 South David Lane•Knoxville,Tennessee 37922 <br /> 824-SWL Informathn enclosed wlthln,without consent of owner,tea N., Phone:(885)539-4001•Far:(885)539-0851 <br /> vidalbn of Intdectucl property and shag not be tolerated Online:wwwdMkengnoom <br /> CLIENT: A, _/_/- __ __ SNT. BY: Project Number: <br /> r: <br /> PAT 2 HMA TISON A 7/7�6 REVISED SPLICE CONNECTION TRR IK 15-0453 <br /> SIGN GROUP ® 6/1/15 REVISED MATERIAL SPECIFICATIONS TRR DSA OF DATE: Drawing Number: <br /> 555 ELLESMERE ROAD TORONTO,WARM CAN NM4Ew REV. DATE DESCRIPTION BY: APR: <br /> 3 05/22/15 B1321706 <br /> • 1111 I\o <br />