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.... <br /> TOWER MODIFICATION DRAWINGS <br /> TOWER INFORMATION <br /> PREPARED FOR CROWN CASTLE TOWER MANUFACTURER/DWG#: VALMONT MICROFLECT CO., INC./DWG#DD0821Z <br /> TOWER HEIGHT/TYPE: 81 FT MONOPOLE TOWER <br /> PROJECT CONTACTS: TOWER LOCATION: LAT 47°57'26.00" <br /> SITE NAME: MASONIC CENTER LONG -122° 13'55.00" <br /> BU NUMBER: 825709 1 . CROWN PROJECT MANAGER DATUM: (NAVD 88) ELEV 313 FT AMSL <br /> RYAN QUINTEL <br /> (615) 771-1569 STRUCTURAL DESIGN DRAWING: CCI/WO#2069806 <br /> STRUCTURAL ANALYSIS REPORT: CN10-497R1 /2200039/WO#2069806 <br /> SITE ADDRESS: RYAN.QUINTEL@CROWNCASTLE.COM STRUCTURAL ANALYSIS DATE:_ 03/01/22 <br /> 220 OLYMPIC BLVD. 370 MALLORY STATION ROAD, SUITE 505 ORDER#: 573836 REV#2 <br /> EVERETT, WA 98203 FRANKLIN, TN 37067 CCISITES DOCUMENT ID: 10133671 <br /> SNOHOMISH COUNTY, USA 2. MH ENGINEER OF RECORD CODE COMPLIANCE <br /> YAN WANG, S.E. GOVERNING CODES: TIA-222-H&2018 WASHINGTON STATE BUILDING CODE <br /> (954) 577-4655 WIND SPEEDS: 110 MPH 3 SECOND GUST <br /> CROWNMODIFICATIONS@MORRISONHERSHFIELD.COM ICE THICKNESS: 1 <br /> 2 S UNIVERSITY DR., UNIT 245 RISK CATEGORY: II <br /> PLANTATION, FL 33324 EXPOSURE CATEGORY: B <br /> PROJECT TOPO CATEGORY: 1 <br /> SEISMIC CRITERIA: <br /> SETE STRUCTURE CLASS: II <br /> --- k <br /> ®off SITE CLASS: D <br /> _ RESPONSE COEFFICIENT(R): 1.5 <br /> roa�� SHORT PERIOD SPECTRAL RESPONSE ACCELERATION(Ss): 1.313g <br /> . 1-SECOND SPECTRAL RESPONSE ACCELERATION (Si): 0.465g <br /> o 0 <br /> , 8 a ue, rip m <br /> Brw BN:(A'W,:li <br /> Lars Cook <br /> MORRISON HERSHFIELD <br /> 1455 Lincoln Parkway,Suite 500 <br /> Atlanta,GA 30346 <br /> Te1:770-379-8500 Fax:770-379-8501 <br /> wwv.morrisonhershfield.com <br /> HOT WORK INCLUDED CjT r 3 i 4i`. REVISIONS <br /> NO. DATE DESCRIPTION BY <br /> NA BASE GRINDING ONLY 4 OP SITE NAME:MASONIC CENTER <br /> NA BASE WELDING (AND GRINDING) erm/t!eq� BUNUMBER:825709 <br /> NA AERIAL GRINDING ONLY 'Vice 4 r WO NUMBER:2069806 <br /> SITE ADDRESS: <br /> NA AERIAL WELDING (AND GRINDING) 220 OLYMPIC BLVD. <br /> EVERETT,WA982 3 <br /> SNOHOMISH COUNTY,USA <br /> 4 p,N WANG <br /> ATTENTION ALL CONTRACTORS,ANYTIME YOU ACCESS A CROWN (Of. wASl3j� ENG/QABY:KP/TH DATE: 03(01/22 <br /> SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON DRAWINGS INCLUDED / ' PTO <br /> ARRIVAL AND DEPARTURE, DAILY AT 800-788-7011 Uri <br /> DFT/QA BY:MV/MO DATE: 03/01/22 <br /> SHEET NUMBER DESCRIPTION <br /> �r AAPRV'D BY: YW DATE: 03/01/22 <br /> SAFETY CLIMB:'LOOK UP' S-1 TITLE PAGE 4060 413 pti4 MH PROJECT:2200039.03/CN10 a97R1 <br /> THE INTEGRITY OF THE WIRE ROPE SAFETY CLIMB SYSTEM SHALL BE S-2 MODIFICATION INSPECTION CHECKLIST s AL <br /> CONSIDERED DURING ALL STAGES OF DESIGN,INSTALLATION,AND I T SCALE:N.T.S. <br /> INSPECTION.TOWER REINFORCEMENTS AND EQUIPMENT INSTALLATIONS S-3 NOTES <br /> SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF ANY WIRE S-4 ADDITIONAL NOTES <br /> LOOK <br /> ROPE SAFETY CLIMB ON THE STRUCTURE.THIS SHALL INCLUDE,BUT NOT BE LIMITED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE ROPE S-5 DEMOLITION OF EXISITNG SHAFT Da(e:2022.UsA,2,:W:1 o6 aly signed by Yan Wang <br /> 7 o0 UP! FROM ITS SUPPORTS,DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE TITLE PAGE <br /> Lj ROPE WHICH MAY CAUSE FRICTIONAL WEAR,OR IMPACT TO THE ANCHORAGE S-6 POLE MODIFICATION SCHEDULE <br /> POINTS IN ANY WAY.ANY COMPROMISED SAFETY CLIMB MUST BE REPORTED S-7 TOWER EXTENSION INSTALLATION <br /> TO YOUR CROWN POC FOR RESOLUTION,INCLUDING EXISTING CONDITIONS. S-1 REV <br /> 0 <br /> 1 n <br />