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/GENERAL NOTES STRUCTURAL STEEL NOTES
<br /> 1. THE MODIFICATIONS REPRESENTED IN THESE DRAWINGS ARE BASED ON THE STRUCTURAL DOCUMENTS 1. ALL DETAILING,FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISCPLANS PREPARED FOR:
<br /> PROVIDED IN THE STRUCTURAL DOCUMENTS TABLE.THE CONTRACTOR SHALL OBTAIN AND BECOME SPECIFICATIONS,LATEST EDITION.
<br /> FAMILIAR WITH ALL REFERENCED DOCUMENTS. 2. ALL STRUCTURAL STEEL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. 0°144CROWN
<br /> REFERENCE DOCUMENTS CASTLE
<br /> DOCUMENT TYPE DESIGNATION MATERIAL SPECIFICATIONS
<br /> POD
<br /> PLANS PREPARED BY:
<br /> MOUNT ANALYSIS PROJECT NUMBER:21-83030 PIPES ASTM AS3 GR.B(35 KSI YIELD STRENGTH)
<br /> DATED:05/24/2021 BOLTS ASTM A325N
<br /> NUTS ASTM A563 AIIP 2, ALL MODIFICATIONS MUST BE INSTALLED TO BRING THE TOWER INTO CONFORMANCE WITH ALL WASHER ASTM F436 p op
<br /> APPLICABLE CODES. PLATE ASTM A36(36 KSI YIELD STRENGTH)
<br /> GOVERNING CODES TIA-222-H,2018 IBC,&2018 WSBC U-BOLTS ASTM A307 POWER OF DESIGN
<br /> ULTIMATE WIND SPEED 98 MPH 3 SECOND GUST
<br /> RADIAL ICE THICKNESS 1" 1033 E.TURKEYFOOT LAKE RD.
<br /> SUITE 206 AKRON,OHIO 44312
<br /> WIND SPEED W/ICE 30 MPH 3 SECOND GUST 3. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE FABRICATOR IN 330-961-7432
<br /> STRUCTURE CLASS II ACCORDANCE WITH AISC SPECIFICATIONS,LATEST EDITION.
<br /> EXPOSURE CATEGORY C 4. CAULKING SHALL BE PROVIDED AROUND PERIMETER OF ANY AND ALL MODIFICATION MEMBERS TO
<br /> TOPOGRAPHIC CATEGORY 1 ENSURE COMPLETE SEAL BETWEEN EXISTING STRUCTURE AND REINFORCING MEMBERS IN FULL CARRIER:
<br /> SPECTRAL RESPONSE ACCELERATIONS SS=1.329&51=0.470 CONTACT WITH EXISTING STEEL.SEALANT IS TO BE EXTERIOR GRADE,PAINTABLE SILICONE CAULKING AS
<br /> MANUFACTURED BY AND A THROUGH TO EOR. T • •Mobile•
<br /> 3. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED 5. HOLES SHALL NOT BE FLAME CUT THROUGH STEEL UNLESS APPROVED BY THE EOR.
<br /> OTHERWISE OR APPROVED BY THE EOR.THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE 6. ALL EXPOSED STEEL SHALL BE HOTXDIPPEO GALVANIZED PER ASTM A123,ASTM A153/A153M,OR ASTM
<br /> PERFORMING WORK SIMILAR TO THAT DESCRIBED WITHIN THESE DRAWINGS.BY ACCEPTANCE OF THIS A653 G90,AS APPLICABLE FOR FULL WEATHER PROTECTION.FOR HIGH STRENGTH STEEL FASTENERS
<br /> PROJECT,THE CONTRACTOR IS ATTESTING THAT HE HAS SUFFICIENT EXPERIENCE AND ABILITY,THAT HE IS WHERE HOTXDIPPED GALVANIZING IS NOT PERMITTED DACROMET F1136 GRADE 3 COATING SHALL BE
<br /> KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE 15 PROPERLY LICENSED AND USED.IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING TOWER STEEL.CONTRACTOR
<br /> DRAWING NOTICE:
<br /> REGISTERED TO PERFORM THE WORK IN THE PROJECT JURISDICTION. SHALL OBTAIN EOR APPROVAL FOR STEEL PROTECTION BY ANY OTHER MEANS. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
<br /> 4. WORK SHALL ONLY BE PERFORMED DURING CALM,DRY DAYS(WINDS LESS THAN 10XMPH). IT IS THE 7. REPAIR DAMAGED PAINTED/GALVANIZED SURFACES WITH TWO COATS OF BRUSH OR ROLL ON ZRC COLD THE SOLE PROPERTY OF CROWN CASTLE AND MAY
<br /> CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE INSTILLATION PROCEDURE AND SEQUENCE TO GALVANIZING COMPOUND OR EOR APPROVED COATING.SURFACES MUST BE WIRE BRUSHED AND NOT BE REPRODUCED,DISSEMINATED OR
<br /> INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR SOLVENT CLEANED PRIOR TO APPLICATION OF GALVANIZING COMPOUND. REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN
<br /> MODIFICATIONS.THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF TEMPORARY BRACING,GUYS 8. ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKING CONSENT OF CROWN CASTLE.
<br /> OR TIEXDOWNS THAT MAY BE NECESSARY.SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE DEVICES(LOCKING NUT/PAL NUT)TO BE INSTALLED IN ACCORDANCE WITH TIA/EIAX222 REQUIREMENTS.
<br /> PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 9. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE
<br /> 5. ALL DIMENSIONS,ELEVATIONS AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD BOLT BE AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BE MODIFICATION DRAWING
<br /> VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING,FABRICATION OR BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED.
<br /> CONSTRUCTION WORK ON THIS PROJECT.CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU
<br /> OF FIELD VERIFICATIONS.ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
<br /> THE OWNER AND EOR,THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO 6/'_J��ZOzf
<br /> PROCEED WITH THE WORK.THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHODS OF
<br /> CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND IS SOLELY
<br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES. �vORGE C OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE FOR SHALL NOT INCLUDE INSPECTION OF CS
<br /> THE PROTECTIVE MEASURES AND PROCEDURES. c f. Ov.�,]ASZ,; `if+O
<br /> 6. THE DESIGN WITHIN THESE DRAWINGS ASSUMES THE TOWER AND ITS FOUNDATIONS HAVE BEEN WELL ti4' �� QUO A,
<br /> tP
<br /> MAINTAINED,IN GOOD CONDITION AND ARE WITHOUT DEFECT.BENT MEMBERS,CORRODED MEMBER, -
<br /> LOOSE BOLTS,CRACKED WELDS,AND OTHER STRUCTURAL DEFECTS HAVE NOT BEEN CONSIDERED UNLESSAS
<br /> SPECIFICALLY NOTED.THE TOWER IS ASSUMED TO BE PLUMB AND THE SITE IS ASSUMED LEVEL.THE 7C
<br /> OWNER AND/OR EOR SHALL BE NOTIFIED IMMEDIATELY IF ANY VARIANCES ARE FOUND.
<br /> 7. THE CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE TOWER OWNER'S PROPERTY,LEASE �O '�AS'I9S3
<br /> AREA OR APPROVED EASEMENTS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS '� 1'
<br /> PERFORMED WITHIN THESE BOUNDARIES.CONSTRUCTION STAKING AND BOUNDARY MARKING IS THE \ 1 °IS,_,,..�Q,D�
<br /> RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED.ANY 4'4'/O
<br /> N,Lc(
<br /> WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE OWNER.
<br /> 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAIN AND SUPERVISING ALL SAFETY /
<br /> PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THE CONTRACTOR IS RESPONSIBLE FOR
<br /> INSURING THAT ALL WORK PERFORMED COMPLIES WITH ALL APPLICATION SAFETY CODES AND / ..e"...,
<br /> GOVERNING REGULATIONS.
<br /> 9. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED.THE CONTRACTOR SHALL COORDINATE 'EV. DATE D - 'IPTION
<br /> INTENDED CONSTRUCTION ACTIVITY,INCLUDING WORK SCHEDULES AND MATERIAL DELIVERIES,WITH THE
<br /> OWNER/RESIDENT LEASING AGENT FOR APPROVAL.
<br /> 10. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE
<br /> GOVERNING AGENCIES.THE CONTRACTOR WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND
<br /> REQUIREMENTS OF THE PERMITS.
<br /> 11. ALL MATERIAL UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS.ANY MATERIAL
<br /> SUBSTITUTIONS,INCLUDED BUT NOT LIMITED TO ALTERED SIZED AND/OR STRENGTHS,MUST BE
<br /> APPROVED BY THE EOR. SITE INFORMATION:
<br /> 12. UNLESS NOTED OTHERWISE,ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORKING
<br /> LINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE.
<br /> 13. ALL DIMENSIONS AND QUANTITIES LISTED WITHIN THESE DRAWINGS ARE INTENDED TO AID THE
<br /> CONTRACTOR.THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND QUANTITIES PRIOR TO BIDDING FEE LY(SE01690A)
<br /> AND/OR ORDERING MATERIALS.
<br /> 14. ALL MANUFACTURERS'INSTRUCTIONS SHALL BE FOLLOWED EXACTLY.ANY DEVIATION REQUIRES WRITTEN
<br /> APPROVAL FROM THE EOR. 8215 BROADWAY
<br /> THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING COAX,BRACKETS,ANTENNAS MOUNTS
<br /> 15. EVERETT,WA 98203
<br /> AND ANY OTHER TOWER APPURTENANCE THAT MAY INTERFERE WITH THE INSTILLATION OF THE TOWER
<br /> MODIFICATIONS.ALL TOWER APPURTENANCES MUST BE REPLACE AND/OR RESTORED TO ITS ORIGINAL SITE NUMBER:
<br /> LOCATION.SOME MOUNTS OR ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATION TO PROPERLY FIT 824022
<br /> THE MODIFIED REGION OF THE STRUCTURE.THESE CUSTOM MOUNTS OR ATTACHMENTS ARE DESIGNED
<br /> BY OTHERS AND MUST BE APPROVED BY THE OWNER/EOR PRIOR TO REMOVAL.ANY CARRIER DOWNTIME POD NUMBER: 21-84153
<br /> MUST BE COORDINATED WITH THE OWNER IN WRITING.
<br /> 16. DO NOT SCALE DRAWINGS.
<br /> DESIGNED BY: LT
<br /> DRAWN BY: TAI
<br /> CHECKED BY: JGC
<br /> DATE: 06/15/2021
<br /> SHEET TITLE:
<br /> NOTES
<br /> N-01
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