906 SE EVERETT MALL WAY 2022 A T AND T MOBILITY ANTENNAS Plans 2024-11-26

t MASTEC NETWORK INSTALL 7'-3" LONG A36 STEEL 4 5 INSTALL ,225 Les BALLAST MODIFICATION SCHEDULE SOLUTIONS L2-1/2x2-1/2x3 ANGLE (TYP.) WEIGHT, EVENLY DISTRIBUTED 22263 68TH AVE SOUTH AMONG THE REAR TRAYS NO. ELEVATION SCOPE MATERIAL NOTES KENT, WA 98032 -7,_- =PROJECT INFORMATION: INSTALL 1'-6" LONG A36 STEEL 4 �� 1 78' INSTALL NEW 6'-0" (FIELD-VERIFY) A36 STEEL L2-1/2x2-1/2x3 ANGLES TO BACKS (6) 6'-0" L2-1/2x2-1/2x3 - 10102389 L2-1/2x2-1/2x3 ANGLE (TIP.) 1 OF EXISTING VERTICAL MEMBERS. ANGLES, A36 STEEL - J EVERETT MALL l 2 78 INSTALL NEW 12'-6" (FIELD-VERIFY) A36 STEEL L3x3x3 ANGLES TO BACKS OF (6) 12'-6" L3x3x3 ANGLES, - EXISTING FACE HORIZONTALS. A36 STEEL © 906 SOUTHEAST EVERETT MALL WAY r CONNECT EXISTING AND PROPOSED ANGLES USING 1 2"0 A325 BOLTS Willi HEXEVERETT, WA 98208 ® / 1/2°0 A325 BOLTS WITH HEX SNOHOMISH COUNTY - I' 3 78' NUT AND WASHER ASSEMBLIES, SPACED 18" MAX. O.C. MINIMUM EDGE DISTANCE OF NUT AND WASHER ASSEMBUES S-2 it I 7/8", MAXIMUM EDGE DISTANCE OF 3". FIELD DRILL ALL HOLES. AS NEEDED -PLANS PREPARED BY: (6) T-3" L2-1/2x2 1 jzxa ANGLES, A36 STEEL K i .asy >) ■ n S INSTALL NEW L2-1/2x2-1/2x3 BASE ANGLE MEMBERS (FIELD-VERILY LENGTHS). (6) 1' 6" L2 1/2x2 1/2x3 o / ATTACH TO EXISTING BASE MEMBER WITH 1/2"0 A325 BOLTS WITH HEX NUT AND 4 78' ANGLES,A36 STEEL S-2 421 FAYETEVILLE STREET,SUITE 600 o WASHER ASSEMBLIES, SPACED 12° MAX O.C. MINIMUM EDGE DISTANCE OF 7/8", RALEIGH,NC 27601 MAXIMUM EDGE DISTANCE OF 3". FIELD DRILL ALL HOLES. 1/2"0 A325 BOLTS WITH HEX PHONE 919-677-2000 ' NUT AND WASHER ASSEMBLES wvABKIMLEY-HORN.COM AS NEEDED a O INSTALL ADDITIONAL BALLAST AS NECESSARY TO ACHIEVE THE FOLLOWING WEIGHTS. DO NOT STACK BALLAST HIGHER THAN 16" (TYP. EACH SECTOR): M 5 78' 105 LBS IN THE FRONT TRAY BALLAST AS NEEDED - U N . 1225 LBS, EVENLY DISTRIBUTED AMONG THE REAR TRAYS N 1330 LBS TOTAL WEIGHT \� 'I 5 INSTALL 105 LBS BALLAST o i� WEIGHT IN THE FRONT TRAY DO NOT SCALE DRAWINGS CONSTRUCTION NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, 1. SCOPE OF WORK MUST BE COMPLETED AT WIND SPEEDS < 20 o CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE MPH. r, ARCHITECT OF ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE (1- MOUNT TOP VIEW PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. 2. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHOULD FIELD o VERIFY ALL DIMENSIONS BEFORE FABRICATION OF STEEL AND =REV:—DATE:—ISSUED FOR:—BY:- ! COMMENCEMENT OF WORK. FIELD CUT MEMBERS AS REQUIRED. 8 0 � SCALE: N.T.S. 7 a' 6 5 w 4 3 m 2 N N y 0 6/15/2022 CONSTRUCTION MLO o =LICENSER: o 5 i '-.. o INSTALL 1225 LBS BALLAST N 3 WEIGHT, EVENLY DISTRIBUTED E D , �y L. pp � � AMONG THE REAR TRAYS �c,\ / Do uSl9 • • •G O4 WAS O� I Atf I S . 0? G A o Ci _:_ - 7 4 ` . x INSTALL T-3" LONG Air—E6E58 ..86A 84 p I 1 \ STEEL L2-1/2x2-1/2x3 / cn M L - — [ J ANGLE (TYP.) o l er N — 2 �qi 51372 �w,� N INSTALL 12'-6" LONG A36 \ 94., �.CISTER�,�; 2 STEEL L3x3x3 ANGLE MP.) \ I '<S,c, d 0 2 2 Y INSTALL 12'-6" LONG 4 • INSTALL 1'-6" LONG A36 NAL A36 STEEL L3x3x3 1 o ANGLE (TYP.) , INSTALL 6'-0" LONG A36 I STEEL L2-1/2x2-1/2x3 ANGLE TYP. i I ( ) KHA PROJECT NUMBER: \ STEEL L2-1/2x2-1/2x3 5 v — —I — — J �—, ANGLE (TYP.) INSTALL 105 LBS BALLAST �� 'DRAWN WEIGHT IN THE FRONT TRAYr BY: CHECKED BY. rn I L o % ___1 DLF KDF"T p _SHEET TITLE: o y INSTALL �_0%�ONANGLE (TYPE) ^ e j9 6 r-- I ',e r. ,v ® �r1 MOUNT VIEWS & VIP:- MODIFICATION SCHEDULE MOUNT FRONT VIEW CD MOUNT ISOMETRIC VIEW =SHEET NUMBER: SCALE: N.T.S. SCALE: N.T.S. Z S-1 Thin document,together with the concepts and designs prssentod herein,as an instrument of service,is intended only for the specific purpose and client for which R was prepared. Rouse of and improper reliance on this document without written authorization and adaptation by Kimley—Hom and Associates,Inc.shall be without liability to Kimley—Horn and Associates,Inc. Copyright Kimley—Horn and Associates,Inc.,2020