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PLAN NOTES: <br /> PL 3/8"x 8"SQ T&B w/(2) 1. GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING • <br /> 5/8"0 A325 THROUGH-BOLTS, - CONSTRUCTION.CONTACT LDC IMMEDIATELY IF CONDITIONS ARE FOUND TO VARY FROM THOSE <br /> NUTS,AND WASHERS EACH SHOWN IN THESE DOCUMENTS AS ADDITIONAL DESIGN AND DETAILING MAY BE REQUIRED. <br /> SIDE(SLIP CRITICAL) 2. ALL EXPOSED STEEL TO BE HOT-DIPPED GALVANIZED. <br /> 3. ANTENNAS AND ANCILLARY EQUIPMENT NOT SHOWN FOR CLARITY. z <br /> (E)HSS---\\ <br /> 0 A <br /> Z <br /> ..--- 3/4"MIN EDGE DISTANCE,TYP O �) j <br /> • ca <br /> �' 11•11' /—(E)U-BOLTS TO REMAIN,TYP <br /> 1.914, <br /> iill el lid <br /> ................_..,.......,.__ _....- fiyt-p- „-tom 1_ <br /> I I I _._�_. it E- ----_- _ ::.._ � <br /> L. — -- — _ <br /> 1� ■ Z W <br /> i >..J <br /> 16, BOL (E)T-ARM PIPE NOT <br /> REPLACE U <br /> SHOWN FOR CLARITY FASTENERS. I[` i� l <br /> \�` �1(:� HSS <br /> 44x1/4(7-1/2"LONG) <br /> I ' ` <br /> 5/8"0 A325 HS BOLT / J <br /> / <br /> // ,/ STAND-OFF HSS TO BRACE <br /> I CONNECTION,SEE 8/52.0 <br /> z FOR DETAILS. <br /> / �/ CBOLT �� ." .\ 1 <br /> //, AN <br /> 1�\ &HSS co 0 <br /> \ VP P <br /> / <br /> thANN)VE SARY <br /> ;�-- " LDC ,:, <br /> i --(E)ANGLE I Surve <br /> 4 BOLT / Engineering <br /> Planning <br /> 28218142nd Avenue NE Ph.425.886.1869 <br /> &ANGLE / Woodinville,WA 98872 Fa.425.482.2893 <br /> / nww.LDCcorp.com <br /> 669 <br /> 1�A /7 DATE: 8-20-18 <br /> STAND-OFF HSS BRACE CONNECTION @@ ,/ , DRAWN BY: JAP <br /> 6 \/. <br /> , <br /> I 22"x34"SCALE:3"=1'-0" I 11"x17"SCALE:1 1/2"=1'-0" , /f CHECKED BY: EAS <br /> E i� / /� <br /> 71 —L ( "" SUBMITTALS <br /> J F / REV DATE DESCRIPTION BY <br /> I Y <br /> (E)ANTENNA ++ ' <br /> gl MOUNT PIPE 2 STD 9 / <br /> I <br /> (2)7/8"0 ROUND d U (E)MONOPOLE / <br /> U-BOLTS TO FIT II �c % /.. <br /> 20 A325 RODS PER T-ARM MOUNT, // 6,i„./ <br /> DIAMETER OF 9 II REPLACE ONE ROD AT A TIME,AFTER 111/ <br /> a (E)PIPE 3 STD REMOVING EQUIPMENT.ANGLE BRACE <br /> o <br /> o 575 <br /> EXISTING PIPE <br /> MUST BE INSTALLED.(SLIP CRITICAL) / <br /> CT C <br /> 1 ‘41D <br /> ® (E)PIPE 4 STD Q$ .�.,"'';�,,A�1 <br /> r l/ ,; <br /> 1> 1" I I I / '�"�I <br /> // 6NAL <br /> (E)HSS 4x4 / <br /> \_-� ... I i/ / APPROVAL STAMP <br /> \ II 1 I),sC\ II 5/T0 (E}T-ARM tiOUNT j j <br /> i I ROUND \\\ I / <br /> _ —1-7_7.,. ` ;, U-BOLTS / <br /> T, I1 TO FIT / <br /> /6 / II �1 I OF DIAMETER <br /> \ // / IL—JI EXISTING ,/r <br /> A n (E)ANGLE 3x3 / �i PIPE <br /> 518"0 ROUND U-BOLTS ' i•-•,.../ SITE <br /> i/�/ / AT ALL ANTENNA PIPE <br /> ,/�/ // ANDT-ARM \' SE01513A <br /> // / CONNECTION <br /> /i/' , LOCATIONS,PER PLAN. <br /> SHEELER EVERETT <br /> I 2408 39TH ST <br /> o <br /> � EVERETT,WA 98201 <br /> m <br /> mO <br /> SHEET TITLE <br /> $ Y co STRUCTURAL <br /> Li PLAN AND DETAILS <br /> l o <br /> a. <br /> o SHEET NUMBER <br /> TYPICAL SECTOR ELEVATION 3 STRUCTURAL REFERENCE PLAN @ ELEVATION 84'AGL 1 ici S-2.0 <br /> 8 1 22"x34"SCALE:1 1/2"=1,-0" I 11"x17"SCALE:3/4"=1'-0" I 22"x34"SCALE:1"=1-0" I 11"x17"SCALE:1/2"=1'-0" G <br />