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CONTRACTOR NOTES: METAL NOTES:
<br /> THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND11.1
<br /> PART 1-GENERAL
<br /> CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB ARE
<br /> NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR 1. SECTION INCLUDES:
<br /> SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND STRUCTURAL STEEL FRAMING MEMBERS,BASE PLATES,PLATES,BARS AND
<br /> IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR THE GROUTING UNDER BASE PLATES.
<br /> RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY CONFLICTS,ERRORS,OR 2. SUBMITTALS:
<br /> OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL.IN THE EVENT OF DISCREPANCIES SHOP DRAWINGS:INDICATE SIZES,SPACING,AND LOCATIONS OF STRUCTURAL
<br /> THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK,UNLESS DIRECTED MEMBERS,OPENINGS,CONNECTIONS,CAMBERS,LOADS,AND WELDED SECTIONS.
<br /> OTHERWISE.
<br /> 3. QUALITY ASSURANCE
<br /> A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC U
<br /> GENERAL NOTES: SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF
<br /> LIM
<br /> DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,AND THIS SET OF PLANS STRUCTURAL STEEL FOR BUILDINGS.
<br /> IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED OTHERWISE.THE B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL
<br /> GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT, STRUCTURAL ENGINEER LICENSED IN THE STATE. 411diali
<br /> LABOR,AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED PART 2-PRODUCTS
<br /> HEREIN.
<br /> 1. MATERIALS:
<br /> PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND A. STRUCTURAL STEEL MEMBERS: ASTM A572,GRADE 50
<br /> FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT,WITH THE
<br /> CONSTRUCTION AND CONTRACT DOCUMENTS,FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY B. STRUCTURAL TUBING: ASTM A500,GRADE B
<br /> BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY ERRORS,OMISSIONS, C. PIPE: ASTM A53,TYPE E OR S,GRADE B
<br /> OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. D. BOLTS,NUTS,AND WASHERS: ASTM A325
<br /> E. ANCHOR BOLTS: ASTM A307
<br /> THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH F. WELDING MATERIALS: AWS D1.1,TYPE REQUIRED FOR J4 SITE SOLUTIONS
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION MATERIALS BEING WELDED 11vmletvY4W Sank=
<br /> DRAWINGS/CONTRACT DOCUMENTS.
<br /> G. GROUT: NON-SHRINK TYPE,PREMIXED COMPOUND
<br /> THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR CONSISTING OF NONMETALLIC AGGREGATE,
<br /> SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES CEMENT,WATER REDUCING AND PLASTICIZING
<br /> AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. ADDITIVES,CAPABLE OF DEVELOPING
<br /> A MINIMUM COMPRESSIVE STRENGTH
<br /> THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ OF 7000 psi AT 28 DAYS. W Y.E.
<br /> VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE H. SHOP AND TOUCH-UP PRIMER: SSPC 15,TYPE 1,RED OXIDE A R C H ITECTURE
<br /> PRECEDENCE.
<br /> I. TOUCH-UP PRIMER
<br /> ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH FOR GALV.SURFACES: ZINC RICH TYPE
<br /> ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND 2. FABRICATION: 1133 164TH STREET SW
<br /> COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC SUITE 202
<br /> AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS.GRIND EXPOSED LYNNWOOD,WA 98087
<br /> CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDS SMOOTH. OFFICE:(425)778-3800
<br /> 3. FINISH: JAYBNEVXNAVEARCH.COM
<br /> THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS
<br /> CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC
<br /> SP-1 TO SP-10 PROCEDURES.
<br /> ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. DATE 4-21-17
<br /> ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.ERECTION PREPARED BY. YML
<br /> SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM PART 3-EXECUTION
<br /> HAZARDOUS EXPOSURE TO OVERHEAD DANGERS.
<br /> 1. EXAMINATION AND PREPARATION: APPROVED BY. JYS
<br /> GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE.
<br /> DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY
<br /> ALL PERSONNEL INVOLVED WITH THE PROJECT. 2. ERECTION: SUBMITTALS
<br /> DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN NO DATE DESCRPTION
<br /> FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION
<br /> MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS,AND SUCH MODIFICATIONS SHALL BE OF PERMANENT BRIDGING AND BRACING.
<br /> INCLUDED AS PART OF THE SCOPE OF WORK. B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.
<br /> THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL
<br /> EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION UPON COMPLETION OF WORK. OF THE ARCHITECT/ENGINEER.
<br /> CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR
<br /> ABOUT THE PROPERTY. D. AFTER ERECTION,TOUCH-UP WELDS,ABRASIONS,AND SURFACES NOT SHOP
<br /> PRIMED OR GALV.WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECT.
<br /> CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING 05000,-METALS,PART 2-PRODUCTS,H&I.SURFACES TO BE IN CONTACT 421-17 FINAL PERMIT
<br /> CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED WITH CONCRETE NOT INCLUDED. 43-17 REVISED PERMIT
<br /> AS REMAINING ON THE PROPERTY,PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM 3. FIELD QUALITY CONTROL: 3-17-17 PREUMINARY PERMIT
<br /> PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. FIELD INSPECTION OF MEMBERS,CONNECTIONS,WELDS AND TORQUING.
<br /> THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES,REGULATIONS AND SAFETY
<br /> REGULATIONS,ALL OSHA REGULATIONS,ALL PUBUC AND MUNICIPAL AUTHORITIES,AND ANY UTILITY REGISTERED
<br /> COMPANIES'REGULATIONS AND DIRECTIVES.
<br /> HITECT
<br /> THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK.EXACT ill*
<br /> DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR IS TO VERIFY THE i * 4.21-17
<br /> DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE.ANY AY Y. 0
<br /> MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE STA OF WASHINGTON
<br /> CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT
<br /> OF THESE DOCUMENTS.
<br /> CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND
<br /> ELECTRICAL LINES AND ANTENNA MOUNTING. SITE
<br /> VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA,COAX
<br /> &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.
<br /> SEA - FLUKE
<br /> (MO )
<br /> 2215
<br /> MERRLL CREEK PARKWAY
<br /> EVERETT,WA 98203
<br /> SHEET TITLE
<br /> GENERAL NOTES
<br /> 1 GENERAL NOTES SHEET NUMBER
<br /> SP1
<br />
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