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TOWER MODIFICATION DRAWINGS <br />PREPARED FOR CROWN CASTLE <br />SITE NAME: MASONIC CENTER <br />SITE ADDRESS: <br />220 OLYMPIC BLVD. <br />EVERETT, WA 98203 <br />SNOHOMISH COUNTY, USA <br />PROJECT CONTACTS: <br />1. CROWN PROJECT MANAGER <br />RYAN QUINTEL <br />(615) 771-1569 <br />RYAN.QUINTEL@CROWNCASTLE.COM <br />370 MALLORY STATION ROAD, SUITE 505 <br />FRANKLIN, TN 37067 <br />2. MH ENGINEER OF RECORD <br />YAN WANG, S.E. <br />(954) 577-4655 <br />CROWNMODIFICATIONS@MORRISONHERSHFIELD.COM <br />2 S UNIVERSITY DR., UNIT 245 <br />PLANTATION, FL 33324 <br />HOT WORK INCLUDED <br />NA <br />BASE GRINDING ONLY <br />NA <br />BASE WELDING (AND GRINDING) <br />NA <br />AERIAL GRINDING ONLY <br />NA <br />AERIAL WELDING (AND GRINDING) <br />ATTENTION ALL CONTRACTORS, ANYTIME YOU ACCESS A CROWN <br />SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON <br />ARRIVAL AND DEPARTURE, DAILY AT 800-788-7011 <br />SAFETY CLIMB: 'LOOK UP' <br />THE INTEGRITY OF THE WIRE ROPE SAFETY CLIMB SYSTEM SHALL BE <br />CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND <br />INSPECTION. TOWER REINFORCEMENTS AND EQUIPMENT INSTALLATIONS <br />SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF ANY WIRE <br />LOOK ROPE SAFETY CLIMB ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE <br />LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE <br />UP FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE <br />ROPE WHICH MAY CAUSE FRICTIONAL WEAR, OR IMPACT TO THE ANCHORAGE <br />tj POINTS IN ANY WAY. ANY COMPROMISED SAFETY CLIMB MUST BE REPORTED <br />TO YOUR CROWN POC FOR RESOLUTION, INCLUDING EXISTING CONDITIONS. <br />DRAWINGS INCLUDED <br />SHEET NUMBER <br />DESCRIPTION <br />TOWER INFORMATION � <br />TOWER MANUFACTURER /DWG #: VALMONT MICROFLECT CO., INC. /DWG # DD0821Z <br />TOWER HEIGHT / TYPE: <br />TOWER LOCATION: <br />DATUM: (NAVD 88) <br />STRUCTURAL DESIGN DRAWING: <br />STRUCTURAL ANALYSIS REPORT: <br />STRUCTURAL ANALYSIS DATE: <br />ORDER #: <br />CCISITES DOCUMENT ID: <br />CODE COMPLIANCE <br />81 FT MONOPOLE TOWER <br />LAT 470 57' 26.00" <br />LONG -1220 13' 55.00" <br />ELEV 313 FT AMSL <br />CCI / WO # 2069806 <br />CN 10-497R1 / 2200039 / WO # 2069806 <br />03/01/22 <br />573836 REV # 2 <br />10133671 <br />GOVERNING CODES: TIA-222-H & 2018 WASHINGTON STATE BUILDING CODE <br />WIND SPEEDS: 110 MPH 3 SECOND GUST <br />ICE THICKNESS: 1 <br />RISK CATEGORY: II <br />EXPOSURE CATEGORY: B <br />TOPO CATEGORY: 1 <br />SEISMIC CRITERIA: <br />STRUCTURE CLASS: II <br />SITE CLASS: D <br />RESPONSE COEFFICIENT (R): 1.5 <br />SHORT PERIOD SPECTRAL RESPONSE ACCELERATION (Ss): 1.313g <br />1-SECOND SPECTRAL RESPONSE ACCELERATION (Sj): 0.465g <br />S-1 TITLE PAGE <br />S-2 MODIFICATION INSPECTION CHECKLIST <br />S-3 NOTES <br />S-4 ADDITIONAL NOTES <br />S-5 DEMOLITION OF EXISITNG SHAFT <br />S-6 POLE MODIFICATION SCHEDULE <br />S-7 TOWER EXTENSION INSTALLATION <br />Qms 11A <br />DESCRIPTION <br />REVISIONS <br />oov� <br />VdAs���� <br />4,413 <br />� L VI <br />A <br />Digitally signed by Yan Wang <br />Date: 2022.03.01 21: 06:17-05' 00' <br />t <br />m� <br />MO RISON HER HFIEL <br />1455 Lincoln Parkway, Suite 500 <br />Atlanta, GA 30346 <br />Tel:770-379-8500 Fax:770-379-8501 <br />BY www.morrisonhershfield.com <br />SITE NAME: MASONIC CENTER <br />BU NUMBER: 825709 <br />WO NUMBER: 2069806 <br />SITE ADDRESS: <br />220 OLYMPIC BLVD. <br />EVERETT, WA 98203 <br />SNOHOMISH COUNTY, USA <br />ENG/QA BY: KP/TH DATE: 03/01/22 <br />DFT/QA BY: MV/MO DATE: 03/01/22 <br />APRV'D BY: YW DATE: 03/01/22 <br />H PROJECT: 2200039.03/CN10-497R1 <br />SCALE: N.T.S. <br />TITLE PAGE <br />1 <br />