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it <br /> T Mobile <br /> 19807 NORTH CREEK PKWY N <br /> BOTHELL,WA 98011 <br /> INTERIOR OF POLE SHAFT! EXTERIOR OF POLE SHAFT <br /> AJ1 smartlink <br /> FASTENERS <br /> SHAFT REINFORCING ELEMENT SHOP DRILLED HOLE IN SHAFT REINFORCING ELEMENT, HOT-DIP ONESIDEN <br /> GALVANIZED PER ASTM A123; RE-COAT WITH COLD-GALVANIZING <br /> COMPOUND AFTER FIELD DRILLING THE MONOPOLE SHAFT; <br /> POLE SHAFT WALL HOLE DIAMETER: NOMINAL 30mm (1 3/16" MAXIMUM) SHAFT REINFORCING ELEMENT I N F I N I G Y6\ <br /> HIGH TENSILE STEEL WAVE SPRING REINFORCING SPLICE <br /> FIELD DRILLED HOLE IN SHAFT WALL; PLATE FROM ZERO TO INFINIGY <br /> COAT WITH COLD-GALVANIZING COMPOUNDS; the solutions aro ondloss <br /> HOLE DIAMETER: <br /> NOMINAL 30mm (1 3/16" MAXIMUM) DTI "SQUIRTER" , 2500 W.HIGGINS RD.STE.500 <br /> POLE SHAFT WALL HOFFMAN ESTATES,IL 60169 <br /> , /� F436 WASHER <br /> \j \ T-MOBILE SITE: <br /> /� SE02044A <br /> 11 &\/1 /\ <br /> II <br /> X ���'-�' __� BOEING FWY-SNO PUD- <br /> II +� . s I I1111= .'I e! I III �= SE25XC526 <br /> ktrE13.1041 <br /> ��% III. � , , 111. <br /> \/ ONESIDEN BOLT ASTM A325 / \ 1802 75TH ST W <br /> M20 BOLT HEAD � FIELD LENGTH REQUIRED j \ EVERETT,WA 98203 <br /> MARKED AJAX LOGO 8.8 \�il \ /\ SNOHOMISH COUNTY <br /> ` 't <br /> AJAX NUT(PRE-LUBRICATED) <br /> SERRATIONS UNDER HEAD ,SHEAR PLANE SHEAR PLANE <br /> ONESIDEN SOLID WASHER <br /> ONESIDEN SPLIT WASHER GRIP GRIP 160'-0"MONOPOLE <br /> DRAWINGS ISSUED FOR: <br /> NOTE: REV. DATE DRAWN DESCRIPTION OA/OC <br /> HIGH STRENGTH SHEAR SLEEVE (Fu=120 KSI MIN): SPLICE CONNECTIONS REQUIRE ADDITIONAL <br /> SIZE: 1.143" OD x 0.800" ID CONSIDERATION WHEN SELECTING PART ASSEMBLIES A 04/30/21 RED PRELIMINARY REVIEW ER <br /> LENGTH=SEE CHART <br /> B 05/21/21 EPR REV.PER COMMENTS/IA ER <br /> 0 06/02/21 EPR 100%CONSTRUCTION ER <br /> AJAX ONESIDF"' R01 T DFTAII <br /> CODE SIZE COLOR SLEEVE LENGTH GRIP GRIP IMP <br /> OSBA20.65-6 M20 x 65 ORANGE 6.0 (0.236") 12.5 / 20.0 0.500" /0.787" <br /> OSBA20.95-14 M20 x 95 BLACK 14.0 (0.551") 20.0 / 32.0 0.787" / 1.259" <br /> BOLT ASSEMBLY AND INSTALLATION: p.MEND <br /> OSBA20.95-22 M20 x 95 GREEN 22.0 (0.666") 30.0 /50.0 1.181" /1.968" 1.2. FFOLT OLLOWUST BOLTTEANDRDTIASED MAN FACTURERSBLED.NSTRUCTIONS FOR INSTALLATION. �T.w• ''13'! <br /> OSBA20.95-30 M20 x 95 YELLOW 30.0 (1.161") 40.5 /50.0 1.595" / 1.968" G o <br /> INSPECTIONS `.i ;r <br /> OSBA20.135-39 M20 x 135 BLUE 39.0 (1.535") 49.0 /77.0 1.929" / 3.031" 1. A MINIMUM OF 4 OUT OF 5 SQUIRTER®DTI PROTRUSIONS SHALL RE ENGAGED IN ANY >' <br /> m <br /> • AJAX/DTI BOLT ASSEMBLY IN THE REINFORCING MEMBERS. A FEELER GAGE MAY BE O,I,qF ST3S7,V �"' <br /> OSBA20.135-48 M20 x 135 BROWN 48.0 (1.889") 60.5 / 77.0 2.375" /3.031" USED TO VERIFY PROTRUSION COMPRESSION. FS /1�h.WY. �� <br /> 2. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. 'S/r3.yAL.V.,' <br /> OSBA20.135-57 M20 x 135 PURPLE 57.0 (2,244") 67.0 /90.0 2.637" / 3.543" It <br /> mrz1rz1 <br /> OSBA20.165-76 M20 x 165 RED 76.0 (3.000") 87.0 / 120.0 3.425" /4.724" <br /> OSBA20.250 M20 x 250 SILVER MTO 121.0 /211.0 4.724" /8.310" - - - 1 <br /> SHEET TITLE: <br /> • TOWER <br /> MODIFICATIONS <br /> SHEET NUMBER: REVISION: <br /> S-5 0 <br /> THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY ENGINEERING.PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITEN AUTHORIZATION OF INFINIGY ENGINEERING,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br />