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CONTRACTOR NOTES: METAL NOTES:
<br /> THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND PART 1-GENERAL
<br /> ION
<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 O
<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. N
<br /> OTHERWISE.
<br /> 3. QUALITY ASSURANCE
<br /> A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC MU
<br /> GENERAL NOTES: SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF
<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 /> PimI.
<br /> GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT, STRUCTURAL ENGINEER LICENSED IN THE STATE.
<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 5011011.
<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 ��-q�
<br /> OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. D. BOLTS,NUTS,AND WASHERS: ASTM A325 � i.
<br /> E. ANCHOR BOLTS:AEASTM 1.1, ��)GE I L
<br /> THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH F. WELDING MATERIALS: AWS D1.1,TYPE REQUIRED FOR
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION MATERIALS BEING WELDED
<br /> DRAWINGS/CONTRACT DOCUMENTS. profttslortmt ssrvICts.
<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. - NE _WAV..g
<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 RCHITECTUREE
<br /> PRECEDENCE.
<br /> I. TOUCH-UP PRIMER
<br /> FOR GALV.SURFACES: ZINC RICH TYPE
<br /> ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH
<br /> ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND 2. FABRICATION: 1133 184TH STREET SW
<br /> COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 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: JAY@NEWWAVEARCH.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 /> DATE. 9-8-17
<br /> ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED.
<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 2. ERECTION: SUBMITTALS
<br /> ALL PERSONNEL INVOLVED WITH THE PROJECT,
<br /> A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN NO DATE DESCRIPTION
<br /> DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS 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
<br /> 8. 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 D. AFTER ERECTION,TOUCH-UP WELDS,ABRASIONS,AND SURFACES NOT SHOP
<br /> ABOUT THE PROPERTY.
<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
<br /> CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED WITH CONCRETE NOT INCLUDED. 9.8.17 FINAL PERMIT
<br /> AS REMAINING ON THE PROPERTY,PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM 3. FIELD QUALITY CONTROL: 8-15-17 PRELIMINARY 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 PUBLIC AND MUNICIPAL AUTHORITIES,AND ANY UTILITYRE�I$TERED
<br /> COMPANIES'REGULATIONS AND DIRECTIVES. ARCHITECT
<br /> THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK EXACT I 9-8-17
<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 T1 we.
<br /> .
<br /> MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE OF W Iv' ,TON
<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-HWY 526
<br /> (MOD.SITE)
<br /> 9810 19TH AVE SE
<br /> EVERETT,WA 98208
<br /> SHEET TITLE
<br /> GENERAL NOTES
<br /> SHEET NUMBER
<br /> GENERALNOTES
<br /> 1 /7/L)---1/° SP-1
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