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<br /> GENERAL CONSTRUCTION NOTES: REPRESENTATIVES,EITHER TO THE EXISTING WORK,OR TO HIS WORK OR THE WORK OF ANY DRAWINGS. APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL,BAR SPACING,
<br /> 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL,STATE,AND LOCAL CODES, OTHER CONTRACTOR,SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. COVER AND THE LIKE.
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<br /> INCLUDING ANSI/EIA/TIA-222,AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. P8. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS,NEAT AND WORKMANLIKE MANNER BY
<br /> MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE 19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO"ACI MANUAL OF STANDARD PRACTICE
<br /> 2. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES SUBJECT TO THE APPROVAL OF THE ATC CM. ANY WORK FOUND BY THE ATC CM TO BE OF FOR DETAILING REINFORCED CONCRETE STRUCTURES"(ACI 315). ,a,,,
<br /> PRIOR TO START OF CONSTRUCTION. INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED ATFi
<br /> CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL AMERICAN TOWERS
<br /> 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. CONSTRUCTION JOINTS,UNLESS SHOWN IN THE CONTRACT DRAWINGS. ATC TOWER SERVICES,LLC L?
<br /> 29. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE,ALL TYPES OF
<br /> 4. ALL DIMENSIONS TO,OF,AND ON EXISTING BUILDINGS,DRAINAGE STRUCTURES,AND SITE 3500 REGENCY PARKWAY MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFACTURER'S 21. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE
<br /> IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES SUITE 100 `.
<br /> CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. CONTRACT DOCUMENTS,CONFORMANCE WITH ACI 318,AND ACCEPTANCE OF THE ENGINEER.
<br /> REPORTED TO THE ENGINEER. CNC 27518 F
<br /> DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL PHONE:NE:(919)468-0112
<br /> 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS. COA:3408
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<br /> 22. SPLICES OF WAIF AT ALL SPLICED EDGES,SHALL BE SUCH THAT THE OVERLAP MEASURED
<br /> 6. DETAILS SHOWN ARE TYPICAL;SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS THESE DRAWINGS AND/OR THE ACCOMPANYING
<br /> OTHERWISE NOTED. CONCRETE AND REINFORCING STEEL NOTES: BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
<br /> OF THE CROSS WIRE PLUS 2 INCHES,NOR LESS THAN 6". EXCLUSIVE PROPERTY OF AMERICAN TOWER THEIR USE AND CP
<br /> PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
<br /> 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE
<br /> WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST 23. BAR SUPPORTS SHALL BE ALL-GALVINIZED METAL WITH PLASTIC TIPS. OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR ,7
<br /> EDITIONS OF ALL APPLICABLE CODES INCLUDING:ACI 301"SPECIFICATIONS FOR STRUCTURAL THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO
<br /> CONCRETE FOR BUILDINGS",ACI 117"SPECIFICATIONS FOR TOLERANCES FOR CONCRETE THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
<br /> 8. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
<br /> STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING,ANCHOR CONSTRUCTION AND MATERIALS",AND ACI 318"BUILDING CODE REQUIREMENTS FOR 24. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY EXECUTED NEITHER THE ARCHITECT NOR THE ENGINEER WILL
<br /> BOLTS,ETC. REINFORCED CONCRETE." CONSTRUCTION TRAFFIC OR CONCRETE.TIE WIRE SHALL BE OF SUFFICIENT STRENGTH FOR BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
<br /> INTENDED PURPOSE,BUT NOT LESS THAN NO.18 GAUGE. PROJECT CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND
<br /> ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY PRIOR
<br /> 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS DRAINS, 2. MIX DESIGN SHALL BE APPROVED BY ATC CM PRIOR TO PLACING CONCRETE. ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
<br /> 25. SLAB ON GROUND: VERSION ON FILE WITH AMERICAN TOWER.
<br /> DRAIN PIPES,VENTS,ETC.BEFORE COMMENCING WORK.
<br /> 3. CONCRETE SHALL BE NORMAL WEIGHT,6%AIR ENTRAINED(+/-1.5%)WITH A SLUMP RANGE OF A. COMPACT SUBGRADE AND ENSURE THERE IS PLACE 6"GRAVEL BENEATH SLAB.
<br /> 10. INCORRECTLY FABRICATED,DAMAGED,OR OTHERWISE MISFITTING OR NONCONFORMING 3-5"AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE B. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND. REV. DESCRIPTION BY DATE
<br /> MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ATC CM PRIOR TO REMEDIAL OR NOTED. 0;" _ FOR CONSTRUCTION MF 12/14/21
<br /> CORRECTIVE ACTION.ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY STRUCTURAL STEEL NOTES:
<br /> THE ATC CM PRIOR TO PROCEEDING.
<br /> 4. THE FOLLOWING MATERIALS SHALL BE USED:
<br /> 11. EACH CONTRACTOR SHALL COOPERATE WITH THE ATC CM,AND COORDINATE HIS WORK WITH PORTLAND CEMENT: ASTM C150,TYPE 2 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC"SPECIFICATION
<br /> THE WORK OF OTHERS. REINFORCEMENT: ASTM A185,PLAIN STEEL WELDED WIRE FABRIC FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
<br /> REINFORCEMENT BARS: ASTM A615,GRADE 60,DEFORMED
<br /> 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO NORMAL WEIGHT AGGREGATE: ASTM C33 2. STRUCTURAL STEEL ROLLED SHAPES,PLATES AND BARS SHALL CONFORM TO THE FOLLOWING
<br /> MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE ATC WATER: ASTM C 94/C 94M ASTM DESIGNATIONS:
<br /> CONSTRUCTION MANAGER. ATC SITE NUMBER:
<br /> ADMIXTURES:
<br /> 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION -WATER-REDUCING AGENT: ASTM C 494/C 494M,TYPE A A. ASTM A-572,GRADE 50-ALL W SHAPES,UNLESS NOTED OR A992 OTHERWISE 83067
<br /> USING A SILICONE SEALANT. -AIR-ENTERING AGENT: ASTM C 260/C 260M '
<br /> -SUPERPLASTICIZER: ASTM C494,TYPE F OR TYPE G B. ASTM A-36-ALL OTHER ROLLED SHAPES,PLATES AND BARS UNLESS NOTED OTHERWISE. ATC SITE NAME
<br /> 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,CONTRACTOR -RETARDING: ASTM C 494/C 494M,TYPE B
<br /> , SHALL NOTIFY THE ATC CONSTRUCTION MANAGER IMMEDIATELY., 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 3". C. ASTM A-500,GRADE B-HSS SECTION(SQUARE,RECTANGULAR,AND ROUND) SOUTH EVERETT
<br /> 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND D. ASTM A-325,TYPE SC OR N-ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS
<br /> CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 6. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE
<br /> WITH ACI 301 SECTION 4.2.4,UNLESS NOTED OTHERWISE.
<br /> 16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH E. ASTM F-1554 07 -ALL ANCHOR BOLTS,UNLESS NOTED OTHERWISE SITE ADDRESS:
<br /> DAY. 7. INSTALLATION OF CONCRETE EXPANSIONNVEDGE ANCHOR SHALL BE PER MANUFACTURER'S 709 80ST SW
<br /> WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT,DOWEL,OR ROD SHALL CONFORM 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER EVERETT,WA 98203
<br /> 17. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE FABRICATION PER ASTM A123.EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE SEAL:
<br /> TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ATC CM APPROVAL WHEN DRILLING GALVANIZED PER ASTM A153 OR B695.
<br /> HOLES IN CONCRETE.
<br /> 18. CONTRACTOR SHALL FURNISH ATC WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON 4. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING '0' EV4J( •
<br /> COMPLETION OF WORK. 8. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH(2)BRUSHED `wA H,
<br /> "METHOD 1"OF ACI 301. COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND �lJ tti
<br /> 19. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH ATC CM TO DETERMINE MANUFACTURER'S RECOMMENDATIONS. G
<br /> WHAT,IF ANY,ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND 9. DO NOT WELD OR TACK WELD REINFORCING STEEL. hhr +: I N0
<br /> INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 4c
<br /> 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND
<br /> 20. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH ATC CONSTRUCTION 10. ALL DOWELS,ANCHOR BOLTS,EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE SLEEVES, DETAILED ON STRUCTURAL DRAWINGS. ,
<br /> MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY ATC. ALL REQUIRED PERMITS GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE t ' /
<br /> NOT OBTAINED BY ATC MUST BE OBTAINED,AND PAID FOR,BY THE CONTRACTOR. START OF CONCRETE PLACEMENT. 6. CONNECTIONS: %
<br /> 21. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH ATC SPECIFICATIONS 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN • 'Q(��.eGiS
<br /> AND REQUIREMENTS. ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. -`�'it1,/-I.
<br /> 22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ATC FOR REVIEW AND APPROVAL PRIOR 12. DO NOT PLACE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. If3NAL
<br /> TO FABRICATION. B. ALL WELDS SHALL BE INSPECTED VISUALLY.25%OF WELDS SHALL BE INSPECTED WITH
<br /> 13. DO NOT ALLOW REINFORCEMENT,CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS 7
<br /> 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND CURING AND SETTING PERIOD,OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT. D1.1.REPAIR ALL WELDS AS NECESSARY. Authorized "EOR"
<br /> LOCATED ACCORDING TO ATC SPECIFICATIONS,AND AS SHOWN IN THESE PLANS. by
<br /> 14. FOR COLD-WEATHER(ACI 306)AND HOT-WEATHER(ACI 301M)CONCRETE PLACEMENT,CONFORM C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. /'�� Dec O 0 i):32� , {^�y�
<br /> 24. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE,MATERIALS CONTAINING ,;.(� ® /1 Sys' t
<br /> CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,METHODS, CHLORIDE,CALCIUM,SALTS,ETC.SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/VVELDING PERMITS AS 1 !v8 sign
<br /> TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WEATHER FOR 7 DAYS,MINIMUM. REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIRE
<br /> WORK UNDER THE CONTRACT. DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY.
<br /> 25. CONTRACTOR SHALL NOTIFY ATC CM A MINIMUM OF 48 HOURS IN ADVANCE OF POURING 15. ALL CONCRETE SHALL HAVE A"SMOOTH FORM FINISH."
<br /> CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES,FOUNDATIONS OR SEALING ANY E. ALL ELECTRODES TO BE LOW HYDROGEN,MATCHING FILLER METAL,PER AWS D1.1, DRAWN BY: MF
<br /> WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 16. UNLESS OTHERWISE NOTED: UNLESS NOTED OTHERWISE. DATE DRAWN: 12/14/21
<br /> A. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A
<br /> 26. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL 615M/A-996,GRADE 60. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS,UNLESS NOTED OTHERWISE. ATC JOB NO: 13739826_M4
<br /> APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
<br /> SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL,CONTRACTOR SHALL GRIND OFF
<br /> AND FIRE PREVENTION,TEMPORARY SHORING,SCAFFOLDING,TRENCH BOXES/SLOPING, 17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT GALVANIZING''A"BEYOND ALL FIELD WELD SURFACES.AFTER WELD AND WELD
<br /> BARRIERS,ETC. DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED INSPECTION IS COMPLETE,REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GENERAL NOTES
<br /> REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY(CLASS A)IN GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS
<br /> 27. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE,ALL EXISTING FACILITIES AND SUCH ACCORDANCE WITH ACI 318. RECOMMENDATIONS.
<br /> OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE
<br /> CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES,OR BY 18. REINFORCING BAR DEVELOPMENT LENGTHS,AS COMPUTED IN ACCORDANCE WITH ACI 318, SHEET NUMBER: REVISION:
<br /> THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS FORM THE BASIS FOR BAR EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE
<br /> G-002 0
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