2215 MERRILL CREEK PKY A T AND T WIRELESS ANTENNA 2023-02-06

MODIFICATIONS BASED ON THE FAILING GENERAL NOTES STRUCTURAL ANALYSIS FROM B+TGROUP p B+T G R P DATED 06/24/21 ANDD ACC COMPANIEIED BY ANALYSIS FROM B+T GROUP DATED 07/19/21 1.1 CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND 1717 S.BOULDER DIMENSIONS PRIOR TO THE MOBILIZING ON THE SITE FOR INSTALLATION SUITE 300 NEW PLATFORM REINFORCEMENT KIT, OF THE MOUNT MODIFICATION AND SHALL NOTIFY THE ENGINEER OF TULSA,OK 74119 SITEPROI#PRK-SFS-L RECORD IF THE FIELD CONDITIONS VARY FROM WHAT IS SHOWN ON PH:(918)587-4830 RE.2/S1 THE DRAWINGS. IN ADDITION,THE CONTRACTOR SHALL NOTIFY THE wwwbtgrp.com • ENGINEER OF RECORD PRIOR TO MOBILIZING AT THE SITE IF THE 7 MOUNT REINFORCEMENT SHOWN WILL NEED TO BE REVISED TO SATISFY FIELD CONDITIONS • 1.2 CONTRACTOR SHALL RELOCATE NON-ANTENNA EQUIPMENT ALONG THE 4111110 EXISTING PIPE MOUNT THAT IT IS MOUNTED TO,TO ALLOW FOR 1 AT&T INSTALLATION OF MOUNT REINFORCEMENT.ENGINEER OF RECORD `�� WILL BE NOTIFIED IF NON-ANTENNA EQUIPMENT NEEDS TO BE ®\I RELOCATED TO ANY OTHER EXISTING MEMBERS TO ALLOW FOR INSTALLATION OF MOUNT MODIFICATION. �' ... 1.3 MODIFICATION SHALL BE COMPLETED PRIOR TO ADDING THE PROPOSED APPURTENANCES. / 1.4 ALL WORK SHALL COMPLY WITH THE TIA-222-H STANDARD,ANSIlTIA-322 AND ANSI/ASSE A10.48,AS WELL AS ANY OTHER GOVERNING BUILDING • CODES. 1.5 FIELD WORK WILL BE DONE AROUND EXISTING COAXIAL CABLE AND CROWN EQUIPMENT. ALL WORK SHALL BE DONE IN A MANNER SUCH THAT NO DAMAGE OCCURS TO THE EXISTING EQUIPMENT OR THE STRUCTURE. CASTLE Al 1.6 A MINIMUM OF TWO COATS OF ZINGS COLD GALVANIZING COMPOUND a%,::(OR APPROVED EQUIVALENT)SHALL BE APPLIED TO ANY FIELD CUTS OR FIELD DRILLED HOLES. 1.7 THE USE OF A GAS TORCH OR WELDER WILL NOT BE PERMITTED ON THE TOWER WITHOUT THE CONSENT OF THE OWNER. r 1.9 INLLIEU OF TEMPORAIRY BRACING,CONTRACTOR MAY HAVE A STABOILITY NORPRO I / ANALYSIS PERFORMED BY AN ENGINEER LICENSED IN THE STATE THE TOWER IS LOCATED.THE ANALYSIS SHALL USE A MINIMUM WIND SPEED ®.- OF 45 mph(3-SEC)PER IA-322 and ANSI/ASSE A10.48 2215 MERRILL CREEK PKWY • 1.10 ALL CUTTING AND WELDING ACTIVITIES SHALL BE CONDUCTED IN EVERETT,WA 98203 %� '• ' I ACCORDANCE WITH CCUSA POLICY"CUTTING AND WELDING PLAN"(DOC .. . ' �,/ #ENG-PLN-10015)ON AN ONGOING BASIS THROUGHOUT THE ENTIRE SNOHOMISH LIFE OF THE PROJECT. 'i - 1.11 DIMENSIONS WITH"3"MUST BE WITHIN 3"OF THE INDICATED EXISTING PLATFORM DIMENSION. AT 13G'-00^ ., _ ® FABRICATION �� \ PROJECT NO: 92189.006.01 2.1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH A.I.S.C. CHECKED BY: Tv ' ®0 I/ "SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 2.2 STRUCTURAL STEEL SHALL MEET THE FOLLOWING SPECIFICATIONS: I ISSUED FOR I� % �.n" , 11, ,, �• YIELD ASTM SPECS • - </ STEEL PIPE,U.N.O. 35ksi A53 GR.B REV DATE ORWN DESCRIPTION _ A 0 07/19/21 eMS CONSTRUCTION M. ..L I age 2.3 ALL NEW MATERIAL INCLUDING STRUCTURAL STEEL AND FASTENERS L `- - -' SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN EMT ENGINEERING, INC. ACCORDANCE WITH ASTM A123 AND A153. 3425 2.4 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE Expires 12 31 t.:'. \ (LATEST REVISION).ELECTRODES SHALL BE E80 SERIES. -^• j, 2.5 CONTRACTOR SHALL PROVIDE SHOP FABRICATION DRAWINGS TO B+T 4*'16; GROUP 5 DAYS PRIOR TO FABRICATION. -I ,`, A' ON r; � " WASyF,� A�` NOTE: p. O , 0'L :i RELOCATE EXISTING SUPPORT RAIL TO 6'-3" r ABOVE MOUNT HORIZONTAL • MODIFIED PLATFORM • ..A, " / O SCALE: N.T.S. �F CTV E4461 w ; S IT IS A VIOLATION OF UW FOR ANY PERSON. UNLESS THEY ARE AC11NG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. 1 TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: QSITE PRO1 PRK-SFS-L REINFORCEMENT KIT S O SCALE: N.T.S.