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CONTRACTOR NOTES:
<br />THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND
<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
<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 />RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECTIENGINEER OF ANY CONFLICTS, ERRORS, OR
<br />OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES
<br />THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED
<br />OTHERWISE.
<br />GENERAL NOTES:
<br />DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS
<br />IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE
<br />GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,
<br />LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED
<br />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 PROJECT MAY
<br />BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS,
<br />OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE 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 CONSTRUCTION
<br />DRAWINGS/CONTRACT DOCUMENTS.
<br />THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR
<br />SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
<br />AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
<br />THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURERS/
<br />VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE
<br />PRECEDENCE.
<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
<br />COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
<br />AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL
<br />CODES BEARING ON THE PERFORMANCE OF THE WORK
<br />THE STRUCTURAL COMPONENTS OF THIS PROJECT STEIFACILITY ARE NOT TO BE ALTERED BY THIS
<br />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. ERECTION
<br />SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM
<br />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 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, PAVING, 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 PROPERTY.
<br />CONTRACTOR 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 SPOTS, DUST, OR SMUDGES OF ANY NATURE.
<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 UTILITY
<br />COMPANIES' REGULATIONS 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 ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE
<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.
<br />VERIFICATION THAT EXISTING TOWERIPOLEISTRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX
<br />& ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.
<br />NOTES
<br />METAL NOTES:
<br />PART 1-GENERAL
<br />1. SECTION INCLUDES:
<br />STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND
<br />GROUTING UNDER BASE PLATES.
<br />2. SUBMITTALS:
<br />SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL
<br />MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS.
<br />3. QUALITY ASSURANCE
<br />A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH RISC
<br />SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
<br />STRUCTURAL STEEL FOR BUILDINGS,
<br />B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL
<br />STRUCTURAL ENGINEER LICENSED IN THE STATE.
<br />PART 2-PRODUCTS
<br />1. MATERIALS:
<br />A. STRUCTURAL STEEL MEMBERS:
<br />B. STRUCTURAL TUBING:
<br />C. PIPE:
<br />D. BOLTS, NUTS, AND WASHERS:
<br />E, ANCHOR BOLTS:
<br />F. WELDING MATERIALS:
<br />G. GROUT:
<br />H. SHOP AND TOUCH-UP PRIMER:
<br />1, TOUCH-UP PRIMER
<br />FOR GALV. SURFACES:
<br />ASTM A572, GRADE 50
<br />ASTM A500, GRADE B
<br />ASTM A53, TYPE E OR S, GRADE B
<br />ASTM A325
<br />ASTM A307
<br />AWS D1.1, TYPE REQUIRED FOR
<br />MATERIALS BEING WELDED
<br />NON -SHRINK TYPE, PREMIXED COMPOUND
<br />CONSISTING OF NONMETALLIC AGGREGATE,
<br />CEMENT, WATER REDUCING AND PLASTICIZING
<br />ADDITIVES, CAPABLE OF DEVELOPING
<br />A MINIMUM COMPRESSIVE STRENGTH
<br />OF 7000 psi AT 28 DAYS.
<br />SSPC 15, TYPE 1, RED OXIDE
<br />ZINC RICH TYPE
<br />2. FABRICATION:
<br />CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED
<br />WELDS SMOOTH.
<br />3. FINISH:
<br />A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC
<br />SP-1 TO SP-10 PROCEDURES,
<br />B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED,
<br />PART 3-EXECUTION
<br />1. EXAMINATION AND PREPARATION:
<br />VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE.
<br />2. ERECTION:
<br />A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN
<br />FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION
<br />OF PERMANENT BRIDGING AND BRACING.
<br />B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.
<br />C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL
<br />OF THE ARCHITECT/ENGINEER.
<br />D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP
<br />PRIMED OR GALV. WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECT.
<br />05000,-METALS, PART 2 - PRODUCTS, H & 1. SURFACES TO BE IN CONTACT
<br />WITH CONCRETE NOT INCLUDED.
<br />3. FIELD QUALITY CONTROL:
<br />FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING.
<br />J4 WE SOLMONS
<br />HrRtlfrNlsawkts
<br />1133 184TH STREET SW
<br />SUITE 202
<br />LYNNWOOD, WA 98087
<br />OFFICE: (425)7783800
<br />JAY@NEWWAVEARCH.COM
<br />DATE- 4-6.17
<br />PREPARED BY- YML
<br />APPROVED BY- JYS
<br />SUBMITTALS
<br />NO
<br />DATE
<br />DESCRIPTION
<br />4E-17
<br />FlNAL PERMIT
<br />2-1617
<br />REVISED PERLfT
<br />1.24-17
<br />1PREUMINARY PERMIT
<br />7887 REGISTERED
<br />HITECT
<br />4-6 17
<br />AY Y. O
<br />STA OF WASHNGTON
<br />SEA -
<br />SOUTH EVE
<br />(MOD)
<br />709 BOTH ST SW
<br />EVERETT, WA 98203
<br />SHEET TITLE
<br />GENERAL NOTES
<br />SHEET NUMBER
<br />Sp-1
<br />
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