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STRUCTURAL STEEL NOTES:
<br />RAC OR � I ES:
<br />CHITECTS/ENGI VEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION ANDACT
<br />F
<br />1.
<br />ALL STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION
<br />DOCU€VsENTS T �E COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARC
<br />OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) "SPECIFICAI ION FOR THE DESIGN,
<br />THELESS CAUTIONED T FIAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR
<br />FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
<br />SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
<br />IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
<br />2.
<br />SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE CONSULTANT:
<br />RESPONSIBILITY OF NOTIFYING (IN VA>RITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR
<br />FOR REVIEW & APPROVAL TO INCORPORATE ALL COMMENTS PRIOR TO FABRICATION..
<br />OMISSIONS PRIOR 1 O T H_ SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES
<br />THE CONTRACTOR Ss I:LL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED
<br />3.
<br />STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />0THIERV4!1SE.
<br />= WIDE FLANGES ASTM A992, fy=50 KSI
<br />- STRUCTURAL TUBING ASTM A500, fy=46 KSI
<br />- PIPES ASTM A53, fy=35 KSI
<br />GENERALTES:
<br />- PLATES, SHAPES, ANGLES AND RODS ASTM A36, fy®35 KSI
<br />- SPECIAL SHAPES AND PLATES ASTM A502, fy°a42 KSI
<br />DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS
<br />-ANCHOR BOLTS ASTM A307
<br />IS INTENDED 1-0 BE USED FOR DIAGRAIPIMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE
<br />GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,
<br />4.
<br />ALL BOLTS FOR STEEL TO STEEL CONNECTION SHALL BE SAE J429 GRADE 5, UNLESS SPECIFIED
<br />LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED
<br />OTHERWISE ON EQUIPMENT SUPPLIER DRAWINGS OR ON THESE DRAWINGS.
<br />HEREIN.
<br />5.
<br />ALL WELDING SHALL BE IN CONFORMANCE WITH RISC AND VERIZON WIRELESS STANDARDS, AND
<br />PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND
<br />SHALL BE PERFORMED BY JURISDICTION APPROVED CERTIFIED WELDERS USING E70XX
<br />FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE
<br />ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY VERIZON WIRELESS) SHALL BE USED.
<br />CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY
<br />WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) .SHALL BE PERFORMED USING LOW
<br />BE ACCOIV�PLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS; OMISSIONS,
<br />HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE
<br />OR DISCREPANCIES ARem TO BE BROUGHT 1-0 THE ATTENTION OF THE ARCHITEC`i /ENGINEER IN WRITING.
<br />PERFORMED 'USING E70XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING
<br />STEEL IS NOT PERMITTED. SEE FURTHER REINFORCING NOTE ON STRUCTURAL SHEETS FOR
<br />THE GENERAL cOI?TRA= -I''R SHALI. RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
<br />MATERIAL REQUIREMENTS OF WELDING BARS (IF UTILIZED ON THIS PROJECT).
<br />CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION
<br />DR>4VtiINGS%COITR A>;T DOCUMENTS.
<br />6.
<br />ALL WEATHER EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
<br />FIELD MODIFIED STEEL AND HARDWARE SHALL RECEIVE (2) COATS OF ZINC ENRICHED PAINT.
<br />THE CONTRACTOR SH;`;LL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN, THE CONTRACTOR
<br />SHALL. BE SOLELY RESPONSIBi-E FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
<br />%.
<br />UNlSTRUTS SHALL BE FORME® STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY
<br />AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
<br />UNISTRUT CORP. OR APPROVED EQUAL. STRUT MEMBER SHALL BE 11/8" x 1 /8'° 12 GA, UNLESS
<br />OTHERWISE NOTED AND SHALL BE HOT -DIPPED GALVANIZED.
<br />THE CONTRACTOR FACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/
<br />VENDOR'S SPE C:,11=ICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE
<br />3.
<br />ALL WORK SHALL BE INSPECTED BY THE CONSTRUCTION MANAGER DURING AND AT COMPLETION
<br />PRECEDENCE.
<br />OF CONSTRUCTION. SPECIAL INSPECTION SHALL BE REQUIRED ONLY WHEN ITS IS REQUIRED BY
<br />THE JURISDICTION.
<br />ALL WORK PERFOI �MIEL' ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH
<br />ALL. APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND
<br />9.
<br />THIRD PARTY SPECIAL. INSPECTION IS REQUIRED FOR ALL HIGH STRENGTH BOLT (ASTM A325)
<br />WITH COMPLYAli-I. 'LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
<br />INSTALLATIONS AND FOR ALL FIELD WELDING (IF UTILIZED ON THIS PROJECT).
<br />AUTHORITY, MUNICIPAL, AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL
<br />BEARING ON THE PERFORMANCE OF THE WORK.
<br />- HIGH STRENTH BOLTS (ASTM A325) WILL BE: -FIELD WELDING WILL BE:CODES
<br />❑ PROVIDED ON THIS PROJECT ❑ PROVIDED ON THIS PROJECT
<br />THE STRUCTURAL_ COIl1PONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS
<br />X NOT PROVIDED ON THIS PROJECT X NOT PROVIDED ON THIS PROJECT
<br />CONSTRUCT ION PROJECT UI'ILESS NOTED OTHERWISE.
<br />ANTENNA SIUPPORT'NG POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST
<br />ANTENNA 1NSQ 1 ALLA I ION SUB -CON I RACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION
<br />SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM
<br />HAZARDOUS EXPOSURE TO OVERHEAD DANCERS.
<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 USE BY
<br />ALL PERSONNEL INVOLVED WITH THE PROJECT.
<br />DETAILS iNCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS
<br />MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE
<br />INCLUDED AS PART OF THE SCOPE OF WORK.
<br />THE CONTRACTOR SHALL MAKE- NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
<br />EASEMENTS, PAVI is G, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK.
<br />CONTRACTOR SHALL REPAIR. ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR
<br />ABOUT THE PROPERT, Y.
<br />CONTRACTOR R SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING
<br />CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED
<br />AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM
<br />PAINT SPOT S, DUST, OR SMUDGES OF ANY NATURE.
<br />THE CONTRACTOR SHALL COMPLY WITH ALL In.' CAL AND NATIONAL CODES, REGULATIONS AND SAFETY
<br />REGULATIONS, ALL OSFIA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY
<br />COMIPANIES' REGULATION3S AND DIRECTIVES.
<br />THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT
<br />DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE
<br />DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY
<br />MINOR E RRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE
<br />CONTRACTOR FROM COM PL E € ING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT
<br />OF THESE DOCUNIIEN T S.
<br />CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND
<br />ELECTRICAL LINES AND ANTENNA if10UNTING.
<br />VERIFICATION THAT EX ISTII-a(: 6I"OFT+II-R/POLI-r_/S TRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX
<br />& ADDITIONAL EQUIPMENT LOADING IS TO BE DOME BY OTHERS.
<br />A;fIT E C #
<br />1133 164TH STREET SW
<br />SUITE 202
<br />LYNNWOOD, WA 98087
<br />OFFICE: (425) 778-3800 .
<br />JAY@NEWWAVEARCH,COM
<br />SUBMITTALS
<br />NO
<br />DATE
<br />DESCRIPTION
<br />2-9-21
<br />FINAL PERMIT
<br />2-1-21
<br />REVISED PERMIT
<br />1-28-21
<br />REVISED PERMIT
<br />1-22-21
<br />PRELIMINARY PERMIT
<br />788
<br />REGISTERED
<br />�RJQHITECT
<br />p
<br />AR ,....
<br />JAY Y. SEO
<br />STA OF WASHINGTON
<br />SEA-DT EVERETT
<br />!- B
<br />SHEET TITLE
<br />P) a SERA 0; 5 ;SS,
<br />5
<br />SHEET NUMBER
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