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TEC <br /> MODIFICATION SCHEDULE MA SO UTIONSORK <br /> 22263 68TH AVE SOUTH <br /> , NO. ELEVATION SCOPE MATERIAL NOTES KENT, WA 98032 <br /> =PROJECT INFORMATION: <br /> 1 25' INSTALL (2) 12'-6' (FIELD VERIFY) LONG A36 STEEL L2-1/2x2-1/2x3 ANGLES TO (2) A36 STEEL L2-1/2x2-1/2x3 - 1 01 02251 <br /> BACKS OF EXISTING FACE HORIZONTALS. ANGLES <br /> EVERE I I HVVY 526 <br /> INSTALL A325 1/2' DIA. X 2" LONG HWH BOLTS WITH LOCK-NUTS, SPACED 18' A325 1/2' DIA. x 2" LONG HWH <br /> 2 25' MAX O.C. BETWEEN NEW AND EXISTING ANGLES. MINIMUM EDGE DISTANCE OF 7/8", BOLTS WITH LOCK-NUTS AS - <br /> MAXIMUM EDGE DISTANCE 3'. FIELD DRILL ALL HOLES. NEEDED 209 EAST CASINO ROAD <br /> EVERETT, WA 98208 <br /> SNOHOMISH <br /> INSTALL COMMSCOPE PXOO STANDOFFS IN GAMMA SECTOR POS. 2 AND 3. ATTACH (1) COMMSCOPE P100 STANDOFF PLANS PREPARED BY: <br /> L - _ 3 25 WITH (2) SITE PRO 1 SCP1OW CLAMPS AT LOCATIONS SHOWN. (1) COMMSCOPE P200 STANDOFF S 2 <br /> - (4) SITE PRO 1 SCP1OW Kimley' Horn <br /> 7----„:„... . <br /> \\ . 421 FAYETTEVILLE STREET, SUITE 600 <br /> 1 (/I ir{ ��� RALEIGH, NC 27601 <br /> INSTALL 12-6' LONG A36 ��\ DO NOT SCALE DRAWINGS CONSTRUCTION NOTES <br /> \, PHONE 919-677-2000 <br /> o <br /> STEEL L2-1/2X2 1/2X3 `�\ WWW.KIMLEY—HORN.COM <br /> ANGLES (TYP.) <br /> CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, 1. SCOPE OF WORK MUST BE COMPLETED AT WIND SPEEDS < 20 <br /> �` CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE MPH. <br /> `` ARCHITECT OF ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE <br /> I I 1 PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. 2. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHOULD HELD <br /> o I- - VERIFY ALL DIMENSIONS BEFORE FABRICATION OF STEEL AND <br /> I If <br /> COMMENCEMENT OF WORK. HELD CUT MEMBERS AS REQUIRED. <br /> a <br /> a <br /> 0 1 <br /> 0 <br /> - <br /> N <br /> S 2 _ <br /> N <br /> n <br /> N <br /> O <br /> 01 MOUNT FRONT VIEW =REV: DATE: ISSUED FOR=BY:= <br /> © <br /> INSTALL COMMSCOPE P200 STANDOFF. 8 <br /> S-1 SCALE: N.T.S. ATTACH TO EXISTING PIPE WITH (2) <br /> 7 <br /> SITE PRO 1 SCP1OW CLAMPS <br /> c _ 6 <br /> 5 <br /> o <br /> s © INSTALL COMMSCOPE PX00 STANDOFF IN POS. © INSTALL COMMSCOPE P100 STANDOFF. 3 <br /> 8 2 AND 3. ATTACH TO EXISTING PIPE WITH (2) I ATTACH TO EXISTING PIPE WITH (2) 2 <br /> SITE PRO 1 SCP1OW CLAMPS (TYP.) SITE PRO 1 SCP1OW CLAMPS <br /> z 1 <br /> rn <br /> N r c 0 5/23/2022 CONSTRUCTION MLO <br /> o \\ <br /> o -LICENSER: <br /> 12,3 \� /�` ri L L. oot <br /> h. \; ti/ / fi ! !,,,,, ,,,,..:‘, . Wj 11 \ p, �.� <br /> j° UC <br /> In LI \-* �� <br /> sssB 2686n04.. <br /> , i !� i <br /> INSTALL 12'-6' LONG A36 \ �/ __ \ i �p+��FGISTER� <br /> .4- STEEL L2-1 2x2-1 2x3 S G <br /> N / / __ i �� SIONALti� <br /> w ANGLES (TYP.) ��\ \•\ \� L `- // rt <br /> Y \� ��' / KHA PROJECT NUMBER: <br /> - \\.. i%i L KHCLE-24632 <br /> Ii■-h. \ <br /> l DRAWN BY: CHECKED BY. <br /> N ��- L• <br /> DLF KDF <br /> o _SHEET TITLE: <br /> -_ - MOUNT VIEWS & <br /> 3 MODIFICATION <br /> SCHEDULE <br /> MOUNT SIDE VIEW MOUNT ISOMETRIC VIEW =SHEET NUMBER: <br /> ii (2_.) <br /> ' SCALE: N.T.S. SCALE: N.T.S. S-1 <br /> This document,together with 6,e,.vrcepts and designs presented herein.a.an Instrument of eervlce,Is Intended only for the spect6c purpose and client far which It was prepared. Reuss of and improper reliance on this document without written authorization and adaptation by Kmley—Horn and Associates,Inc.shall be without(lability to Klmly—Horn and Associaten,Inc. Copyright KImley—Horn and Assoctates,Inc.,2020 <br />