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CONTRACTOR NOTES:
<br />THE ARCHITECTSIENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
<br />CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
<br />CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS
<br />OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID
<br />CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH
<br />THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF
<br />NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR
<br />OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF
<br />DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK,
<br />UNLESS DIRECTED OTHERWISE.
<br />GENERAL NOTES:
<br />DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF
<br />PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED
<br />OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL
<br />MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE
<br />INSTALLATIONS AS DESCRIBED HEREIN.
<br />PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND
<br />FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE
<br />CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE
<br />PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
<br />ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
<br />ARCHITECT/ENGINEER IN WRITING.
<br />THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
<br />CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
<br />CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
<br />THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE
<br />CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
<br />TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE
<br />WORK UNDER THE CONTRACT.
<br />THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
<br />MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL
<br />CODES OR ORDINANCES TAKE PRECEDENCE.
<br />ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT
<br />ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR
<br />SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND
<br />LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,
<br />AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
<br />THE STRUCTURAL COMPONENTS OF THIS PROJECT SITEIFACILITY ARE NOT TO BE ALTERED BY
<br />THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
<br />ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST
<br />ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.
<br />ERECTION SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND
<br />PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS.
<br />GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION
<br />DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE
<br />USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
<br />DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR
<br />MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH
<br />MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK.
<br />THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
<br />EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK.
<br />CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION
<br />ON OR ABOUT THE PROPERTY.
<br />CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE
<br />DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT
<br />NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN
<br />CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
<br />THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND
<br />SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND
<br />ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES.
<br />THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK.
<br />EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY
<br />THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO
<br />REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS
<br />DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN
<br />ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
<br />CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE
<br />TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING.
<br />VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE NEW ANTENNA, COAX
<br />& ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.
<br />STRUCTURAL STEEL NOTES:
<br />1. ALL STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
<br />LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />2. SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE
<br />CONSULTANT FOR REVIEW & APPROVAL TO INCORPORATE ALL COMMENTS PRIOR TO
<br />FABRICATION..
<br />3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />WIDE FLANGES
<br />ASTM A992, fy=50 KSI
<br />STRUCTURAL TUBING
<br />ASTM A500, fy=46 KSI
<br />PIPES
<br />ASTM A53, fy=35 KSI
<br />PLATES, SHAPES, ANGLES AND RODS ASTM A36, fy=35 KSI
<br />- SPECIAL SHAPES AND PLATES
<br />ASTM A572, fy--42 KSI
<br />ANCHOR BOLTS
<br />ASTM A307
<br />4. ALL BOLTS FOR STEEL TO STEEL CONNECTION SHALL BE SAE J429 GRADE 5, UNLESS
<br />SPECIFIED OTHERWISE ON EQUIPMENT SUPPLIER DRAWINGS OR ON THESE
<br />DRAWINGS.
<br />5. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND T-MOBILE STANDARDS, AND
<br />SHALL BE PERFORMED BY JURISDICTION APPROVED CERTIFIED WELDERS USING
<br />E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY T-MOBILE) SHALL
<br />BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE
<br />PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40
<br />REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELECTRODES.
<br />WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE
<br />FURTHER REINFORCING NOTE ON STRUCTURAL SHEETS FOR MATERIAL
<br />REQUIREMENTS OF WELDING BARS (IF UTILIZED ON THIS PROJECT).
<br />6. ALL WEATHER EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
<br />FIELD MODIFIED STEEL AND HARDWARE SHALL RECEIVE (2) COATS OF ZINC ENRICHED
<br />PAINT.
<br />7. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED
<br />BY UNISTRUT CORP. OR APPROVED EQUAL. STRUT MEMBER SHALL BE 1%8" x 1W , 12
<br />GA, UNLESS OTHERWISE NOTED AND SHALL BE HOT -DIPPED GALVANIZED.
<br />8. ALL WORK SHALL BE INSPECTED BY THE CONSTRUCTION MANAGER DURING AND AT
<br />COMPLETION OF CONSTRUCTION. SPECIAL INSPECTION SHALL BE REQUIRED ONLY
<br />WHEN ITS IS REQUIRED BY THE JURISDICTION.
<br />9. THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR ALL HIGH STRENGTH BOLT
<br />(ASTM A325) INSTALLATIONS AND FOR ALL FIELD WELDING (IF UTILIZED ON THIS
<br />PROJECT).
<br />-HIGH STRENTH BOLTS (ASTM A325) WILL BE: -FIELD WELDING WILL BE:
<br />® PROVIDED ON THIS PROJECT ❑ PROVIDED ON THIS PROJECT
<br />Cl NOT PROVIDED ON THIS PROJECT ® NOT PROVIDED ON THIS PROJECT
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<br />MULY N X
<br />1133 164TH STREET SW
<br />SUITE 202
<br />LYNNWOOD, WA 98087
<br />OFFICE: (425) 778-3800
<br />JAYIPNEWWAVEARCH.COM
<br />DATE, 8-21-20
<br />PREPARED BY- YML
<br />APPROVED BY JYS
<br />SUBMITTALS
<br />NO
<br />DATE
<br />DESCRIPTION
<br />8.21.20
<br />I FINAL PERMIT
<br />8-I 20
<br />REVIBED PERMIT
<br />B-11-20
<br />REVIBED PERMIT
<br />7-30.20
<br />1 PRELIMINARY PERMIT
<br />7887 REGISTERED
<br />R HITECT
<br />8-21.2020
<br />Y Y. O
<br />STA OF WASHNOTON
<br />SE01514A
<br />CIVIC AUDITORIUM
<br />DT/COLBY
<br />(ANCHOR)
<br />2301 COLBY AVENUE,
<br />EVERETT, WA 98201
<br />SHEET TITLE
<br />GENERAL NOTES
<br />SHEET NUMBER
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