|
GENERAL NOTES LINE/ANTENNA NOTES
<br /> 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL
<br /> NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL LiND jib
<br /> JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5/8"MIN.DIA.BEARING TYPE V
<br /> CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS, I I 40' vOF WAS/11.w y,
<br /> 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 18. IN RAWLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS ' •, ' AO
<br /> THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILT!KWIK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SHALL t I , ' i
<br /> WITHIN THE CONFINES OF THIS PROJECT.ACOM DOES NOT ACCEPT RESPONSIBILITY FOR TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION.TOWER GROUND MUST BE BE STAINLESS STEEL.
<br /> THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. �� / .a``' r
<br /> MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND,WORK IS TO BE 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY 4"t
<br /> SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING +�
<br /> FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION. (' To (��R�(t r�'�
<br /> EIVED FROM THE POWER COMPANY, 4/
<br /> 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE PROPOSED,UNLESS ACKNOWLEDGING APPLICATION FOR POWER,_ REQUIRED TO KEEP ALL DOCUMENTATION CWRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. �SS1ONAL�' '
<br /> OTHERWISE NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT.
<br /> AND WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL
<br /> WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND
<br /> OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. 04/28/2023
<br /> WHICHEVER IS GREATER.
<br /> 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. VSE Project Number:U2350.943.231
<br /> 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF 8"RADIUS.
<br /> VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED NO. DATE DRAWN REVISION
<br /> STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT
<br /> FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. A 04/10/23 KH 90%PCD REVIEW
<br /> WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN
<br /> NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL 0 0406/23 KH 100%FINAL CD
<br /> 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE A"BY DEARBORN
<br /> VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY.
<br /> WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE
<br /> EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE
<br /> WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT.
<br /> EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR
<br /> 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND
<br /> FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS.
<br /> GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE
<br /> 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE CL'ENT'
<br /> ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING,OR STRUCTURAL ELEMENTS,AND THAT ACCORDING TO APPLICABLE BUILDING CODES. DELIVERY.
<br /> C CLEARANCES FOR INSTALLATION S AND MAINTENANCE AREO MET.NOTIFY THE 1�V/
<br /> CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL
<br /> MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S
<br /> ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES
<br /> FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR
<br /> 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY
<br /> ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE SEE CONSULTANT.SITE ACQUISITION AND PERMITTING
<br /> DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE PROJECT INFORMATION <<<4
<br /> RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM
<br /> 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. I
<br /> REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE
<br /> PROJECT,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE
<br /> OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. CONSULTING, I N C
<br /> NOT RELIEVE THE CONTRACTOR,SUB-CONTRACTOR,AND/OR SUPPLIER/MANUFACTURER
<br /> 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY STRUCTURAL ENGINEER
<br /> WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY
<br /> TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC.
<br /> THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR VECTOR
<br /> 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EXAMPLE,IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE(I.E. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY.
<br /> ELECTRICAL WIRE),STRONGER OR LARGER PIPING,INCREASED QUANTITY(I.E.STRUCTURAL E'. n Ea I n Ei E: R S
<br /> 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS),REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
<br /> CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN PROPOSED CONSTRUCTION. LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE
<br /> THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE BID/PROPOSAL.THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 1
<br /> OR ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED.
<br /> AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
<br /> MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO
<br /> CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE 7. VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE I
<br /> 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR CONTRACTOR. TRIP PER MONTH AT ONE HOUR PER VISIT.
<br /> SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR
<br /> REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE.
<br /> 14. WHERE PROPOSED PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING _
<br /> CONSTRUCTION,THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND \r (� \/ERETT
<br /> ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. I ] �.J I
<br /> NET
<br /> 15. C O SHALL MODIFY THEIEXISTING FLOORS,WALL, OR OTHER LEGEND STANDARD S T r1: l' Aft F PE�N uT E S
<br /> CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL,
<br /> PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING
<br /> CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR ABBREVIATIONS: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM
<br /> REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS (E) EXISTING A123-A123M-02 UNLESS NOTED OTHERWISE.
<br /> ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH (P) PROPOSED SEA
<br /> ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE B.
<br /> CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL DAG MAR
<br /> BUILDINGNVALUDETAILSTCTION: LARGE SCALE DETAIL:
<br /> PROPOSED CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE --- 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODE AND WELDING SHALL CONFORM TO
<br /> CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE r AISC AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM 1871 MOSS AVE
<br /> USED FOR CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL DETAIL NUMBER I I EVERETT,WA 98205
<br /> SIZE PER TABLE J2.4 IN AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION.
<br /> CONTRACT. � ` 1
<br /> W
<br /> I I DETAIL NUMBER 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A325 BOLTS(5/8"DIA.UNO)
<br /> SHEET NUMBER l____J Mk AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O.AND SHALL INCLUDE HEAVY-HEX NUTS
<br /> WHERE DETAILED AND STANDARD CUT WASHERS. GENERAL NOTES
<br /> IMPORTANT NOTICE REFERENCED
<br /> DRAWING 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USED AND SYMBOLS
<br /> THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND 5/8"DIA.GALVANIZED ASTM A307 BOLTS U.N.O.
<br /> REFERENCE: ELEVATION REFERENCE:
<br /> INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS 6. ALL STRUCTURAL PIPE ASTM A53 TYPE E OR S.GRADE B.
<br /> NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY DETAIL NUMBER -4 DETAIL
<br /> EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY DETAIL NUMBER
<br /> THEREOF.CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL �VW W' 7. ALL OTHER STRUCTURAL STEEL SHAPES AND PLATES SHALL BE PER ASTM A36,U.N.O.
<br /> CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. T-2
<br /> REFERENCED REFERENCED
<br /> DRAWING DRAWING
<br />
|