B08_Atch_2_Final_Construction_Drawings.pdf

LAKE MEAD

CONSTRUCTION DOCUMENTS

RELOCATE WATER INTAKE BARGE

NATIONAL RECREATION AREA

09/27/2024

G1

G2

SITE SPECIFIC NOTES:

CONTACT NUMBERS:

SPILL PREVENTION AND RESPONSE PROCEDURE:

GENERAL NOTES

NOTES

WATER GENERAL NOTES

PRO

FE

SS

IO

NA

L ENGINEER STATE OF NEVADA

No. 032714

PATRICK OWEN

PARKER

CIVIL

Exp: 12/31/25

SIGNED:

09/30/2024

SEQUENCE OF CONSTRUCTION

1. DEMOLITION/REMOVAL AND CONSTRUCTION

2. BARGE INSTALLATION:

3. WAVE ATTENUATOR INSTALLATION

BARGE AND WAVE

ATTENUATOR NOTES

CONCRETE

REINFORCING STEEL

SHOP DRAWINGS

STRUCTURAL STEEL

WELDING

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POP

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AVL

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VM

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AutoCAD SHX Text 9/30/24 14:52 AVINCENTELLI L:\LEI PROJECTS\ANCHOR QEA\LAKE MEAD\6.0 DRAWINGS\6.5 DESIGN\G3 BARGE AND WAVE ATTENUATOR NOTES.DWG BARGE AND WAVE ATTENUATOR NOTES

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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LAKE MEAD NATIONAL RECREATION AREA

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CALLVILLE BAY

AutoCAD SHX Text 09/30/2024

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a. REMOVE EXISTING BARGE AT CONTRACTORS EXPENSE ONLY AFTER REMOVE EXISTING BARGE AT CONTRACTORS EXPENSE ONLY AFTER EXISTING BARGE AT CONTRACTORS EXPENSE ONLY AFTER EXISTING BARGE AT CONTRACTORS EXPENSE ONLY AFTER BARGE AT CONTRACTORS EXPENSE ONLY AFTER BARGE AT CONTRACTORS EXPENSE ONLY AFTER AT CONTRACTORS EXPENSE ONLY AFTER AT CONTRACTORS EXPENSE ONLY AFTER CONTRACTORS EXPENSE ONLY AFTER CONTRACTORS EXPENSE ONLY AFTER EXPENSE ONLY AFTER EXPENSE ONLY AFTER ONLY AFTER ONLY AFTER AFTER AFTER INSTALLATION OF NEW BARGE. CONTRACTOR SHALL REMOVE ANY WATER OF NEW BARGE. CONTRACTOR SHALL REMOVE ANY WATER OF NEW BARGE. CONTRACTOR SHALL REMOVE ANY WATER NEW BARGE. CONTRACTOR SHALL REMOVE ANY WATER NEW BARGE. CONTRACTOR SHALL REMOVE ANY WATER BARGE. CONTRACTOR SHALL REMOVE ANY WATER BARGE. CONTRACTOR SHALL REMOVE ANY WATER CONTRACTOR SHALL REMOVE ANY WATER CONTRACTOR SHALL REMOVE ANY WATER SHALL REMOVE ANY WATER SHALL REMOVE ANY WATER REMOVE ANY WATER REMOVE ANY WATER ANY WATER ANY WATER WATER WATER AND ELECTRICAL PIPING FROM EXISTING BARGE TO UPLAND AFTER NEW ELECTRICAL PIPING FROM EXISTING BARGE TO UPLAND AFTER NEW ELECTRICAL PIPING FROM EXISTING BARGE TO UPLAND AFTER NEW PIPING FROM EXISTING BARGE TO UPLAND AFTER NEW PIPING FROM EXISTING BARGE TO UPLAND AFTER NEW FROM EXISTING BARGE TO UPLAND AFTER NEW FROM EXISTING BARGE TO UPLAND AFTER NEW EXISTING BARGE TO UPLAND AFTER NEW EXISTING BARGE TO UPLAND AFTER NEW BARGE TO UPLAND AFTER NEW BARGE TO UPLAND AFTER NEW TO UPLAND AFTER NEW TO UPLAND AFTER NEW UPLAND AFTER NEW UPLAND AFTER NEW AFTER NEW AFTER NEW NEW NEW BARGE IS FULLY COMMISSIONED & FUNCTIONAL. a. CONTRACTOR SHALL INSTALL NEW BARGE IN A MANNER THAT MAINTAINS CONTRACTOR SHALL INSTALL NEW BARGE IN A MANNER THAT MAINTAINS SHALL INSTALL NEW BARGE IN A MANNER THAT MAINTAINS SHALL INSTALL NEW BARGE IN A MANNER THAT MAINTAINS INSTALL NEW BARGE IN A MANNER THAT MAINTAINS INSTALL NEW BARGE IN A MANNER THAT MAINTAINS NEW BARGE IN A MANNER THAT MAINTAINS NEW BARGE IN A MANNER THAT MAINTAINS BARGE IN A MANNER THAT MAINTAINS BARGE IN A MANNER THAT MAINTAINS IN A MANNER THAT MAINTAINS IN A MANNER THAT MAINTAINS A MANNER THAT MAINTAINS A MANNER THAT MAINTAINS MANNER THAT MAINTAINS MANNER THAT MAINTAINS THAT MAINTAINS THAT MAINTAINS MAINTAINS MAINTAINS FUNCTIONALITY OF EXISTING BARGE UNTIL NEW BARGE AND BARGE OF EXISTING BARGE UNTIL NEW BARGE AND BARGE OF EXISTING BARGE UNTIL NEW BARGE AND BARGE EXISTING BARGE UNTIL NEW BARGE AND BARGE EXISTING BARGE UNTIL NEW BARGE AND BARGE BARGE UNTIL NEW BARGE AND BARGE BARGE UNTIL NEW BARGE AND BARGE UNTIL NEW BARGE AND BARGE UNTIL NEW BARGE AND BARGE NEW BARGE AND BARGE NEW BARGE AND BARGE BARGE AND BARGE BARGE AND BARGE AND BARGE AND BARGE BARGE BARGE EQUIPMENT IS FULLY OPERATIONAL. b. CONTRACTOR IS ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR CONTRACTOR IS ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR IS ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR IS ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR A SUITABLE WORK BOAT IS REQUIRED FOR A SUITABLE WORK BOAT IS REQUIRED FOR SUITABLE WORK BOAT IS REQUIRED FOR SUITABLE WORK BOAT IS REQUIRED FOR WORK BOAT IS REQUIRED FOR WORK BOAT IS REQUIRED FOR BOAT IS REQUIRED FOR BOAT IS REQUIRED FOR IS REQUIRED FOR IS REQUIRED FOR REQUIRED FOR REQUIRED FOR FOR FOR THIS ACTIVITY. COMPLY WITH ALL STATE AND USCG REGULATIONS FOR ACTIVITY. COMPLY WITH ALL STATE AND USCG REGULATIONS FOR ACTIVITY. COMPLY WITH ALL STATE AND USCG REGULATIONS FOR COMPLY WITH ALL STATE AND USCG REGULATIONS FOR COMPLY WITH ALL STATE AND USCG REGULATIONS FOR WITH ALL STATE AND USCG REGULATIONS FOR WITH ALL STATE AND USCG REGULATIONS FOR ALL STATE AND USCG REGULATIONS FOR ALL STATE AND USCG REGULATIONS FOR STATE AND USCG REGULATIONS FOR STATE AND USCG REGULATIONS FOR AND USCG REGULATIONS FOR AND USCG REGULATIONS FOR USCG REGULATIONS FOR USCG REGULATIONS FOR REGULATIONS FOR REGULATIONS FOR FOR FOR BOATING OPERATIONS UPON LAKE MEAD. c. ASSEMBLE BARGE, IF SHIPPED DISASSEMBLED. ASSEMBLE BARGE, IF SHIPPED DISASSEMBLED. d. ASSEMBLE/INSTALL PIPING, ELECTRICAL, CHAIN LINK FENCE, WINCHES, ASSEMBLE/INSTALL PIPING, ELECTRICAL, CHAIN LINK FENCE, WINCHES, PIPING, ELECTRICAL, CHAIN LINK FENCE, WINCHES, PIPING, ELECTRICAL, CHAIN LINK FENCE, WINCHES, ELECTRICAL, CHAIN LINK FENCE, WINCHES, ELECTRICAL, CHAIN LINK FENCE, WINCHES, CHAIN LINK FENCE, WINCHES, CHAIN LINK FENCE, WINCHES, LINK FENCE, WINCHES, LINK FENCE, WINCHES, FENCE, WINCHES, FENCE, WINCHES, WINCHES, WINCHES, AND CHAIN HOIST FRAME. e. LAUNCH BARGE FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF LAUNCH BARGE FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF BARGE FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF BARGE FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF EXISTING BOAT RAMP AND FLOAT TO AREA OF EXISTING BOAT RAMP AND FLOAT TO AREA OF BOAT RAMP AND FLOAT TO AREA OF BOAT RAMP AND FLOAT TO AREA OF RAMP AND FLOAT TO AREA OF RAMP AND FLOAT TO AREA OF AND FLOAT TO AREA OF AND FLOAT TO AREA OF FLOAT TO AREA OF FLOAT TO AREA OF TO AREA OF TO AREA OF AREA OF AREA OF OF OF INSTALLATION. ANCHOR TEMPORARILY. f. PROVIDE 72 HOUR NOTICE TO CONTRACTING OFFICER, AND WATER PROVIDE 72 HOUR NOTICE TO CONTRACTING OFFICER, AND WATER 72 HOUR NOTICE TO CONTRACTING OFFICER, AND WATER 72 HOUR NOTICE TO CONTRACTING OFFICER, AND WATER HOUR NOTICE TO CONTRACTING OFFICER, AND WATER HOUR NOTICE TO CONTRACTING OFFICER, AND WATER NOTICE TO CONTRACTING OFFICER, AND WATER NOTICE TO CONTRACTING OFFICER, AND WATER TO CONTRACTING OFFICER, AND WATER TO CONTRACTING OFFICER, AND WATER CONTRACTING OFFICER, AND WATER CONTRACTING OFFICER, AND WATER OFFICER, AND WATER OFFICER, AND WATER AND WATER AND WATER WATER WATER TREATMENT PLANT FOREMAN PRIOR TO DISCONNECTING OLD BARGE. g. IMPORTANT: REMOVAL OF ELECTRICAL POWER TO BARGE DOES NOT IMPORTANT: REMOVAL OF ELECTRICAL POWER TO BARGE DOES NOT REMOVAL OF ELECTRICAL POWER TO BARGE DOES NOT REMOVAL OF ELECTRICAL POWER TO BARGE DOES NOT OF ELECTRICAL POWER TO BARGE DOES NOT OF ELECTRICAL POWER TO BARGE DOES NOT ELECTRICAL POWER TO BARGE DOES NOT ELECTRICAL POWER TO BARGE DOES NOT POWER TO BARGE DOES NOT POWER TO BARGE DOES NOT TO BARGE DOES NOT TO BARGE DOES NOT BARGE DOES NOT BARGE DOES NOT DOES NOT DOES NOT NOT NOT REMOVE VOLTAGES FROM CONTROL WIRING. COORDINATE WITH WATER VOLTAGES FROM CONTROL WIRING. COORDINATE WITH WATER VOLTAGES FROM CONTROL WIRING. COORDINATE WITH WATER FROM CONTROL WIRING. COORDINATE WITH WATER FROM CONTROL WIRING. COORDINATE WITH WATER CONTROL WIRING. COORDINATE WITH WATER CONTROL WIRING. COORDINATE WITH WATER WIRING. COORDINATE WITH WATER WIRING. COORDINATE WITH WATER COORDINATE WITH WATER COORDINATE WITH WATER WITH WATER WITH WATER WATER WATER TREATMENT PLANT FOREMAN TO DE-ENERGIZE PUMP CONTROL PANEL PLANT FOREMAN TO DE-ENERGIZE PUMP CONTROL PANEL PLANT FOREMAN TO DE-ENERGIZE PUMP CONTROL PANEL FOREMAN TO DE-ENERGIZE PUMP CONTROL PANEL FOREMAN TO DE-ENERGIZE PUMP CONTROL PANEL TO DE-ENERGIZE PUMP CONTROL PANEL TO DE-ENERGIZE PUMP CONTROL PANEL DE-ENERGIZE PUMP CONTROL PANEL DE-ENERGIZE PUMP CONTROL PANEL PUMP CONTROL PANEL PUMP CONTROL PANEL CONTROL PANEL CONTROL PANEL PANEL PANEL LOCATED AT THE WATER TREATMENT PLANT. h. INSTALL LAND SIDE ELECTRICAL AND PIPING CONNECTIONS. INSTALL LAND SIDE ELECTRICAL AND PIPING CONNECTIONS. i. FLOAT WATER LINE AND CABLING TO NEW BARGE. FLOAT WATER LINE AND CABLING TO NEW BARGE. j. CONNECT NEW BARGE TO NEW ELECTRICAL AND PIPING CONNECTIONS. CONNECT NEW BARGE TO NEW ELECTRICAL AND PIPING CONNECTIONS. k. ANCHOR NEW BARGE WITH NEW ANCHOR SYSTEM. ANCHOR NEW BARGE WITH NEW ANCHOR SYSTEM. l. STARTUP AND COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING STARTUP AND COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING AND COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING AND COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING PUMPS AS SOON AS POSSIBLE FOLLOWING PUMPS AS SOON AS POSSIBLE FOLLOWING AS SOON AS POSSIBLE FOLLOWING AS SOON AS POSSIBLE FOLLOWING SOON AS POSSIBLE FOLLOWING SOON AS POSSIBLE FOLLOWING AS POSSIBLE FOLLOWING AS POSSIBLE FOLLOWING POSSIBLE FOLLOWING POSSIBLE FOLLOWING FOLLOWING FOLLOWING INSTALLATION. m. AFTER PUMPS ON THE NEW BARGE ARE OPERATIONAL FOR 14 AFTER PUMPS ON THE NEW BARGE ARE OPERATIONAL FOR 14 PUMPS ON THE NEW BARGE ARE OPERATIONAL FOR 14 PUMPS ON THE NEW BARGE ARE OPERATIONAL FOR 14 ON THE NEW BARGE ARE OPERATIONAL FOR 14 ON THE NEW BARGE ARE OPERATIONAL FOR 14 THE NEW BARGE ARE OPERATIONAL FOR 14 THE NEW BARGE ARE OPERATIONAL FOR 14 NEW BARGE ARE OPERATIONAL FOR 14 NEW BARGE ARE OPERATIONAL FOR 14 BARGE ARE OPERATIONAL FOR 14 BARGE ARE OPERATIONAL FOR 14 ARE OPERATIONAL FOR 14 ARE OPERATIONAL FOR 14 OPERATIONAL FOR 14 OPERATIONAL FOR 14 FOR 14 FOR 14 14 14 CONSECUTIVE DAYS, REMOVE AND DISPOSE OF OLD BARGE AND DAYS, REMOVE AND DISPOSE OF OLD BARGE AND DAYS, REMOVE AND DISPOSE OF OLD BARGE AND REMOVE AND DISPOSE OF OLD BARGE AND REMOVE AND DISPOSE OF OLD BARGE AND AND DISPOSE OF OLD BARGE AND AND DISPOSE OF OLD BARGE AND DISPOSE OF OLD BARGE AND DISPOSE OF OLD BARGE AND OF OLD BARGE AND OF OLD BARGE AND OLD BARGE AND OLD BARGE AND BARGE AND BARGE AND AND AND ANCHORS AND REMOVE WORK BOAT FROM THE WATERS OF LAKE MEAD AND REMOVE WORK BOAT FROM THE WATERS OF LAKE MEAD AND REMOVE WORK BOAT FROM THE WATERS OF LAKE MEAD REMOVE WORK BOAT FROM THE WATERS OF LAKE MEAD REMOVE WORK BOAT FROM THE WATERS OF LAKE MEAD WORK BOAT FROM THE WATERS OF LAKE MEAD WORK BOAT FROM THE WATERS OF LAKE MEAD BOAT FROM THE WATERS OF LAKE MEAD BOAT FROM THE WATERS OF LAKE MEAD FROM THE WATERS OF LAKE MEAD FROM THE WATERS OF LAKE MEAD THE WATERS OF LAKE MEAD THE WATERS OF LAKE MEAD WATERS OF LAKE MEAD WATERS OF LAKE MEAD OF LAKE MEAD OF LAKE MEAD LAKE MEAD LAKE MEAD MEAD MEAD AT CONTRACTOR'S EXPENSE. a. CONTRACTOR SHALL INSTALL NEW WAVE ATTENUATOR IN A MANNER CONTRACTOR SHALL INSTALL NEW WAVE ATTENUATOR IN A MANNER SHALL INSTALL NEW WAVE ATTENUATOR IN A MANNER SHALL INSTALL NEW WAVE ATTENUATOR IN A MANNER INSTALL NEW WAVE ATTENUATOR IN A MANNER INSTALL NEW WAVE ATTENUATOR IN A MANNER NEW WAVE ATTENUATOR IN A MANNER NEW WAVE ATTENUATOR IN A MANNER WAVE ATTENUATOR IN A MANNER WAVE ATTENUATOR IN A MANNER ATTENUATOR IN A MANNER ATTENUATOR IN A MANNER IN A MANNER IN A MANNER A MANNER A MANNER MANNER MANNER THAT MAINTAINS FUNCTIONALITY OF NEW BARGE UNTIL EQUIPMENT IS MAINTAINS FUNCTIONALITY OF NEW BARGE UNTIL EQUIPMENT IS MAINTAINS FUNCTIONALITY OF NEW BARGE UNTIL EQUIPMENT IS FUNCTIONALITY OF NEW BARGE UNTIL EQUIPMENT IS FUNCTIONALITY OF NEW BARGE UNTIL EQUIPMENT IS OF NEW BARGE UNTIL EQUIPMENT IS OF NEW BARGE UNTIL EQUIPMENT IS NEW BARGE UNTIL EQUIPMENT IS NEW BARGE UNTIL EQUIPMENT IS BARGE UNTIL EQUIPMENT IS BARGE UNTIL EQUIPMENT IS UNTIL EQUIPMENT IS UNTIL EQUIPMENT IS EQUIPMENT IS EQUIPMENT IS IS IS FULLY OPERATIONAL. b. CONTRACTOR SHALL INSTALL WINCHES ALONG WITH THE ANCHORS. CONTRACTOR SHALL INSTALL WINCHES ALONG WITH THE ANCHORS. c. CONTRACTOR SHALL INSTALL NAVIGATIONAL LIGHTS ON THE WAVE CONTRACTOR SHALL INSTALL NAVIGATIONAL LIGHTS ON THE WAVE SHALL INSTALL NAVIGATIONAL LIGHTS ON THE WAVE SHALL INSTALL NAVIGATIONAL LIGHTS ON THE WAVE INSTALL NAVIGATIONAL LIGHTS ON THE WAVE INSTALL NAVIGATIONAL LIGHTS ON THE WAVE NAVIGATIONAL LIGHTS ON THE WAVE NAVIGATIONAL LIGHTS ON THE WAVE LIGHTS ON THE WAVE LIGHTS ON THE WAVE ON THE WAVE ON THE WAVE THE WAVE THE WAVE WAVE WAVE ATTENUATOR WITH SOLAR POWERED SYSTEMS. d. CONTRACTOR SHALL INSTALL NAVIGATIONAL BUOY MARKER SHOWING "NO CONTRACTOR SHALL INSTALL NAVIGATIONAL BUOY MARKER SHOWING "NO SHALL INSTALL NAVIGATIONAL BUOY MARKER SHOWING "NO SHALL INSTALL NAVIGATIONAL BUOY MARKER SHOWING "NO INSTALL NAVIGATIONAL BUOY MARKER SHOWING "NO INSTALL NAVIGATIONAL BUOY MARKER SHOWING "NO NAVIGATIONAL BUOY MARKER SHOWING "NO NAVIGATIONAL BUOY MARKER SHOWING "NO BUOY MARKER SHOWING "NO BUOY MARKER SHOWING "NO MARKER SHOWING "NO MARKER SHOWING "NO SHOWING "NO SHOWING "NO "NO "NO BOATS" AROUND THE WAVE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE AROUND THE WAVE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE AROUND THE WAVE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE THE WAVE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE THE WAVE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE WAVE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE WAVE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE ATTENUATOR. NAVIGATIONAL BUOY SHALL BE NAVIGATIONAL BUOY SHALL BE NAVIGATIONAL BUOY SHALL BE BUOY SHALL BE BUOY SHALL BE SHALL BE SHALL BE BE BE ANCHORED BY CONCRETE DEADMAN.

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1. ALL CONCRETE, EXCEPT AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND ALL CONCRETE, EXCEPT AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND CONCRETE, EXCEPT AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND CONCRETE, EXCEPT AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND EXCEPT AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND EXCEPT AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND AS NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND NOTED, SHALL BE NORMAL WEIGHT CONCRETE AND SHALL BE NORMAL WEIGHT CONCRETE AND SHALL BE NORMAL WEIGHT CONCRETE AND BE NORMAL WEIGHT CONCRETE AND BE NORMAL WEIGHT CONCRETE AND NORMAL WEIGHT CONCRETE AND NORMAL WEIGHT CONCRETE AND WEIGHT CONCRETE AND WEIGHT CONCRETE AND CONCRETE AND CONCRETE AND AND AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT A MINIMUM COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT A MINIMUM COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT MINIMUM COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT MINIMUM COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT COMPRESSIVE STRENGTH OF 5000-PSI WHEN TESTED AT STRENGTH OF 5000-PSI WHEN TESTED AT STRENGTH OF 5000-PSI WHEN TESTED AT OF 5000-PSI WHEN TESTED AT OF 5000-PSI WHEN TESTED AT 5000-PSI WHEN TESTED AT 5000-PSI WHEN TESTED AT WHEN TESTED AT WHEN TESTED AT TESTED AT TESTED AT AT AT 28-DAYS. THE MAXIMUM WATER TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE THE MAXIMUM WATER TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE THE MAXIMUM WATER TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE MAXIMUM WATER TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE MAXIMUM WATER TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE WATER TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE WATER TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE TO CEMENTITIOUS RATIO, BY WEIGHT SHALL BE CEMENTITIOUS RATIO, BY WEIGHT SHALL BE CEMENTITIOUS RATIO, BY WEIGHT SHALL BE RATIO, BY WEIGHT SHALL BE RATIO, BY WEIGHT SHALL BE BY WEIGHT SHALL BE BY WEIGHT SHALL BE WEIGHT SHALL BE WEIGHT SHALL BE SHALL BE SHALL BE BE BE 0.37. 2. A HIGH RANGE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE A HIGH RANGE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE HIGH RANGE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE HIGH RANGE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE RANGE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE RANGE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE WATER REDUCING ADMIXTURE IN ACCORDANCE WITH THE REDUCING ADMIXTURE IN ACCORDANCE WITH THE REDUCING ADMIXTURE IN ACCORDANCE WITH THE ADMIXTURE IN ACCORDANCE WITH THE ADMIXTURE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE SPECIFICATIONS SHALL BE USED IN ALL CONCRETE. 3. ALL CONCRETE WORK SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS ALL CONCRETE WORK SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS CONCRETE WORK SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS CONCRETE WORK SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS WORK SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS WORK SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS SHALL COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS COMPLY WITH THE PROVISIONS AND RECOMMENDATIONS WITH THE PROVISIONS AND RECOMMENDATIONS WITH THE PROVISIONS AND RECOMMENDATIONS THE PROVISIONS AND RECOMMENDATIONS THE PROVISIONS AND RECOMMENDATIONS PROVISIONS AND RECOMMENDATIONS PROVISIONS AND RECOMMENDATIONS AND RECOMMENDATIONS AND RECOMMENDATIONS RECOMMENDATIONS RECOMMENDATIONS OF THE LATEST EDITIONS ACI 301 AND ACI 318, UNLESS OTHERWISE SPECIFIED. 4. ALL EXPOSED CORNERS SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, ALL EXPOSED CORNERS SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, EXPOSED CORNERS SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, EXPOSED CORNERS SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, CORNERS SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, CORNERS SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, SHALL BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, BE PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, PROVIDED WITH MINIMUM 3/4-INCH CHAMFER, WITH MINIMUM 3/4-INCH CHAMFER, WITH MINIMUM 3/4-INCH CHAMFER, MINIMUM 3/4-INCH CHAMFER, MINIMUM 3/4-INCH CHAMFER, 3/4-INCH CHAMFER, 3/4-INCH CHAMFER, CHAMFER, CHAMFER, UNLESS OTHERWISE NOTED. 5. CONCRETE FINISHES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. CONCRETE FINISHES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. 6. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM AND ERECTION OF REINFORCING STEEL SHALL CONFORM AND ERECTION OF REINFORCING STEEL SHALL CONFORM ERECTION OF REINFORCING STEEL SHALL CONFORM ERECTION OF REINFORCING STEEL SHALL CONFORM OF REINFORCING STEEL SHALL CONFORM OF REINFORCING STEEL SHALL CONFORM REINFORCING STEEL SHALL CONFORM REINFORCING STEEL SHALL CONFORM STEEL SHALL CONFORM STEEL SHALL CONFORM SHALL CONFORM SHALL CONFORM CONFORM CONFORM TO THE LATEST EDITION OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING THE LATEST EDITION OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING THE LATEST EDITION OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING LATEST EDITION OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING LATEST EDITION OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING EDITION OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING EDITION OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING OF ACI MANUAL OF STANDARD PRACTICE FOR DETAILING ACI MANUAL OF STANDARD PRACTICE FOR DETAILING ACI MANUAL OF STANDARD PRACTICE FOR DETAILING MANUAL OF STANDARD PRACTICE FOR DETAILING MANUAL OF STANDARD PRACTICE FOR DETAILING OF STANDARD PRACTICE FOR DETAILING OF STANDARD PRACTICE FOR DETAILING STANDARD PRACTICE FOR DETAILING STANDARD PRACTICE FOR DETAILING PRACTICE FOR DETAILING PRACTICE FOR DETAILING FOR DETAILING FOR DETAILING DETAILING DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315. 7. FINISHING AND SURFACE FLATNESS TOLERANCES SHALL BE CONSISTENT WITH FINISHING AND SURFACE FLATNESS TOLERANCES SHALL BE CONSISTENT WITH AND SURFACE FLATNESS TOLERANCES SHALL BE CONSISTENT WITH AND SURFACE FLATNESS TOLERANCES SHALL BE CONSISTENT WITH SURFACE FLATNESS TOLERANCES SHALL BE CONSISTENT WITH SURFACE FLATNESS TOLERANCES SHALL BE CONSISTENT WITH FLATNESS TOLERANCES SHALL BE CONSISTENT WITH FLATNESS TOLERANCES SHALL BE CONSISTENT WITH TOLERANCES SHALL BE CONSISTENT WITH TOLERANCES SHALL BE CONSISTENT WITH SHALL BE CONSISTENT WITH SHALL BE CONSISTENT WITH BE CONSISTENT WITH BE CONSISTENT WITH CONSISTENT WITH CONSISTENT WITH WITH WITH HARDWARE TO BE ATTACHED TO CONCRETE ELEMENTS. 1. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 CONFORM TO THE REQUIREMENTS OF ASTM A615 CONFORM TO THE REQUIREMENTS OF ASTM A615 TO THE REQUIREMENTS OF ASTM A615 TO THE REQUIREMENTS OF ASTM A615 THE REQUIREMENTS OF ASTM A615 THE REQUIREMENTS OF ASTM A615 REQUIREMENTS OF ASTM A615 REQUIREMENTS OF ASTM A615 OF ASTM A615 OF ASTM A615 ASTM A615 ASTM A615 A615 A615 GRADE 60, U.N.O. 2. ALL STIRRUPS SHALL BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE ALL STIRRUPS SHALL BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE STIRRUPS SHALL BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE STIRRUPS SHALL BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE SHALL BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE SHALL BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE BE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE ASTM A615 GRADE 60 WITH STANDARD 135-DEGREE A615 GRADE 60 WITH STANDARD 135-DEGREE A615 GRADE 60 WITH STANDARD 135-DEGREE GRADE 60 WITH STANDARD 135-DEGREE GRADE 60 WITH STANDARD 135-DEGREE 60 WITH STANDARD 135-DEGREE 60 WITH STANDARD 135-DEGREE WITH STANDARD 135-DEGREE WITH STANDARD 135-DEGREE STANDARD 135-DEGREE STANDARD 135-DEGREE 135-DEGREE 135-DEGREE HOOKS, U.N.O. 3. CLEAR COVER ON REINFORCING STEEL SHALL BE 3-INCH, U.N.O. CLEAR COVER ON REINFORCING STEEL SHALL BE 3-INCH, U.N.O. 4. REINFORCING STEEL SHALL BE SUPPORTED USING ONLY PLASTIC CHAIRS OR REINFORCING STEEL SHALL BE SUPPORTED USING ONLY PLASTIC CHAIRS OR STEEL SHALL BE SUPPORTED USING ONLY PLASTIC CHAIRS OR STEEL SHALL BE SUPPORTED USING ONLY PLASTIC CHAIRS OR SHALL BE SUPPORTED USING ONLY PLASTIC CHAIRS OR SHALL BE SUPPORTED USING ONLY PLASTIC CHAIRS OR BE SUPPORTED USING ONLY PLASTIC CHAIRS OR BE SUPPORTED USING ONLY PLASTIC CHAIRS OR SUPPORTED USING ONLY PLASTIC CHAIRS OR SUPPORTED USING ONLY PLASTIC CHAIRS OR USING ONLY PLASTIC CHAIRS OR USING ONLY PLASTIC CHAIRS OR ONLY PLASTIC CHAIRS OR ONLY PLASTIC CHAIRS OR PLASTIC CHAIRS OR PLASTIC CHAIRS OR CHAIRS OR CHAIRS OR OR OR BOLSTERS. 5. ALL REINFORCING BAR DIMENSIONS GIVEN FOR REBAR ARE OUT TO OUT. ALL REINFORCING BAR DIMENSIONS GIVEN FOR REBAR ARE OUT TO OUT. 6. MECHANICAL CONNECTORS MAY BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL MECHANICAL CONNECTORS MAY BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL CONNECTORS MAY BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL CONNECTORS MAY BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL MAY BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL MAY BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL BE USED IN LIEU OF LAP SPLICES. ALL MECHANICAL USED IN LIEU OF LAP SPLICES. ALL MECHANICAL USED IN LIEU OF LAP SPLICES. ALL MECHANICAL IN LIEU OF LAP SPLICES. ALL MECHANICAL IN LIEU OF LAP SPLICES. ALL MECHANICAL LIEU OF LAP SPLICES. ALL MECHANICAL LIEU OF LAP SPLICES. ALL MECHANICAL OF LAP SPLICES. ALL MECHANICAL OF LAP SPLICES. ALL MECHANICAL LAP SPLICES. ALL MECHANICAL LAP SPLICES. ALL MECHANICAL SPLICES. ALL MECHANICAL SPLICES. ALL MECHANICAL ALL MECHANICAL ALL MECHANICAL MECHANICAL MECHANICAL CONNECTORS SHALL BE SHOWN ON THE SHOP DRAWINGS AND SHALL CONFORM TO SHALL BE SHOWN ON THE SHOP DRAWINGS AND SHALL CONFORM TO SHALL BE SHOWN ON THE SHOP DRAWINGS AND SHALL CONFORM TO BE SHOWN ON THE SHOP DRAWINGS AND SHALL CONFORM TO BE SHOWN ON THE SHOP DRAWINGS AND SHALL CONFORM TO SHOWN ON THE SHOP DRAWINGS AND SHALL CONFORM TO SHOWN ON THE SHOP DRAWINGS AND SHALL CONFORM TO ON THE SHOP DRAWINGS AND SHALL CONFORM TO ON THE SHOP DRAWINGS AND SHALL CONFORM TO THE SHOP DRAWINGS AND SHALL CONFORM TO THE SHOP DRAWINGS AND SHALL CONFORM TO SHOP DRAWINGS AND SHALL CONFORM TO SHOP DRAWINGS AND SHALL CONFORM TO DRAWINGS AND SHALL CONFORM TO DRAWINGS AND SHALL CONFORM TO AND SHALL CONFORM TO AND SHALL CONFORM TO SHALL CONFORM TO SHALL CONFORM TO CONFORM TO CONFORM TO TO TO THE LATEST REVISIONS OF ACI 318. MECHANICAL CONNECTORS SHALL NOT BE LATEST REVISIONS OF ACI 318. MECHANICAL CONNECTORS SHALL NOT BE LATEST REVISIONS OF ACI 318. MECHANICAL CONNECTORS SHALL NOT BE REVISIONS OF ACI 318. MECHANICAL CONNECTORS SHALL NOT BE REVISIONS OF ACI 318. MECHANICAL CONNECTORS SHALL NOT BE OF ACI 318. MECHANICAL CONNECTORS SHALL NOT BE OF ACI 318. MECHANICAL CONNECTORS SHALL NOT BE ACI 318. MECHANICAL CONNECTORS SHALL NOT BE ACI 318. MECHANICAL CONNECTORS SHALL NOT BE 318. MECHANICAL CONNECTORS SHALL NOT BE 318. MECHANICAL CONNECTORS SHALL NOT BE MECHANICAL CONNECTORS SHALL NOT BE MECHANICAL CONNECTORS SHALL NOT BE MECHANICAL CONNECTORS SHALL NOT BE CONNECTORS SHALL NOT BE CONNECTORS SHALL NOT BE SHALL NOT BE SHALL NOT BE NOT BE NOT BE BE BE USED WITHOUT PRIOR WRITTEN CONSENT FROM THE CONTRACTING OFFICER. 7. DETAILING OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST DETAILING OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST SHOP DRAWINGS SHALL CONFORM TO THE LATEST SHOP DRAWINGS SHALL CONFORM TO THE LATEST DRAWINGS SHALL CONFORM TO THE LATEST DRAWINGS SHALL CONFORM TO THE LATEST SHALL CONFORM TO THE LATEST SHALL CONFORM TO THE LATEST CONFORM TO THE LATEST CONFORM TO THE LATEST TO THE LATEST TO THE LATEST THE LATEST THE LATEST LATEST LATEST EDITION OF THE ACI DETAILING MANUAL, ACI SP-66 AND ACI 315. 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON ALL DIMENSIONS AND ELEVATIONS SHOWN ON ALL DIMENSIONS AND ELEVATIONS SHOWN ON DIMENSIONS AND ELEVATIONS SHOWN ON DIMENSIONS AND ELEVATIONS SHOWN ON AND ELEVATIONS SHOWN ON AND ELEVATIONS SHOWN ON ELEVATIONS SHOWN ON ELEVATIONS SHOWN ON SHOWN ON SHOWN ON ON ON THE DRAWINGS, PRIOR TO PREPARATION OF SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE CONTRACTING SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE CONTRACTING OFFICER, BEFORE PURCHASE OF ANY MATERIALS OR START OF FABRICATION FOR BARGES & WAVE ATTENUATOR. 3. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, CONTRACT DRAWINGS BY ANY CONTRACTOR, CONTRACT DRAWINGS BY ANY CONTRACTOR, DRAWINGS BY ANY CONTRACTOR, DRAWINGS BY ANY CONTRACTOR, BY ANY CONTRACTOR, BY ANY CONTRACTOR, ANY CONTRACTOR, ANY CONTRACTOR, CONTRACTOR, CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF OR MATERIAL SUPPLIER IN LIEU OF OR MATERIAL SUPPLIER IN LIEU OF MATERIAL SUPPLIER IN LIEU OF MATERIAL SUPPLIER IN LIEU OF SUPPLIER IN LIEU OF SUPPLIER IN LIEU OF IN LIEU OF IN LIEU OF LIEU OF LIEU OF OF OF PREPARATION OF SHOP DRAWINGS IS PROHIBITED. 4. DETAILING OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST DETAILING OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST OF REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST REINFORCING STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST STEEL SHOP DRAWINGS SHALL CONFORM TO THE LATEST SHOP DRAWINGS SHALL CONFORM TO THE LATEST SHOP DRAWINGS SHALL CONFORM TO THE LATEST DRAWINGS SHALL CONFORM TO THE LATEST DRAWINGS SHALL CONFORM TO THE LATEST SHALL CONFORM TO THE LATEST SHALL CONFORM TO THE LATEST CONFORM TO THE LATEST CONFORM TO THE LATEST TO THE LATEST TO THE LATEST THE LATEST THE LATEST LATEST LATEST EDITION OF THE ACI DETAILING MANUAL, ACI SP-66. 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT ALL STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT STEEL SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT STEEL SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT BE FABRICATED IN ACCORDANCE WITH CURRENT BE FABRICATED IN ACCORDANCE WITH CURRENT FABRICATED IN ACCORDANCE WITH CURRENT FABRICATED IN ACCORDANCE WITH CURRENT IN ACCORDANCE WITH CURRENT IN ACCORDANCE WITH CURRENT ACCORDANCE WITH CURRENT ACCORDANCE WITH CURRENT WITH CURRENT WITH CURRENT CURRENT CURRENT AISC SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS. 2. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL IS PROHIBITED WITHOUT PRIOR APPROVAL IS PROHIBITED WITHOUT PRIOR APPROVAL PROHIBITED WITHOUT PRIOR APPROVAL PROHIBITED WITHOUT PRIOR APPROVAL WITHOUT PRIOR APPROVAL WITHOUT PRIOR APPROVAL PRIOR APPROVAL PRIOR APPROVAL APPROVAL APPROVAL OF THE CONTRACTING OFFICER, AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. THE CONTRACTING OFFICER, AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. THE CONTRACTING OFFICER, AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. CONTRACTING OFFICER, AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. CONTRACTING OFFICER, AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. OFFICER, AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. OFFICER, AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. TO LOCATION AND TYPE OF SPLICE TO BE MADE. TO LOCATION AND TYPE OF SPLICE TO BE MADE. LOCATION AND TYPE OF SPLICE TO BE MADE. LOCATION AND TYPE OF SPLICE TO BE MADE. AND TYPE OF SPLICE TO BE MADE. AND TYPE OF SPLICE TO BE MADE. TYPE OF SPLICE TO BE MADE. TYPE OF SPLICE TO BE MADE. OF SPLICE TO BE MADE. OF SPLICE TO BE MADE. SPLICE TO BE MADE. SPLICE TO BE MADE. TO BE MADE. TO BE MADE. BE MADE. BE MADE. MADE. MADE. ANY MEMBER HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL MEMBER HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL MEMBER HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL SHOWN AND DETAILED ON SHOP DRAWINGS WILL SHOWN AND DETAILED ON SHOP DRAWINGS WILL AND DETAILED ON SHOP DRAWINGS WILL AND DETAILED ON SHOP DRAWINGS WILL DETAILED ON SHOP DRAWINGS WILL DETAILED ON SHOP DRAWINGS WILL ON SHOP DRAWINGS WILL ON SHOP DRAWINGS WILL SHOP DRAWINGS WILL SHOP DRAWINGS WILL DRAWINGS WILL DRAWINGS WILL WILL WILL BE REJECTED. 3. ALL PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B. ALL PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B. 4. MINIMUM PLATE THICKNESS SHALL BE 3/8-INCH CONFORMING TO ASTM A36. MINIMUM PLATE THICKNESS SHALL BE 3/8-INCH CONFORMING TO ASTM A36. 5. GRATING SHALL BE ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S GRATING SHALL BE ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S SHALL BE ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S SHALL BE ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S BE ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S BE ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S ATTACHED TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S TO WALKWAY IN ACCORDANCE WITH MANUFACTURER'S WALKWAY IN ACCORDANCE WITH MANUFACTURER'S WALKWAY IN ACCORDANCE WITH MANUFACTURER'S IN ACCORDANCE WITH MANUFACTURER'S IN ACCORDANCE WITH MANUFACTURER'S ACCORDANCE WITH MANUFACTURER'S ACCORDANCE WITH MANUFACTURER'S WITH MANUFACTURER'S WITH MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. 6. ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. 7. HOT-DIP GALVANIZE ALL GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION HOT-DIP GALVANIZE ALL GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION GALVANIZE ALL GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION GALVANIZE ALL GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION ALL GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION ALL GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION GRATING AND HANDRAIL SECTIONS AFTER FIELD ERECTION AND HANDRAIL SECTIONS AFTER FIELD ERECTION AND HANDRAIL SECTIONS AFTER FIELD ERECTION HANDRAIL SECTIONS AFTER FIELD ERECTION HANDRAIL SECTIONS AFTER FIELD ERECTION SECTIONS AFTER FIELD ERECTION SECTIONS AFTER FIELD ERECTION AFTER FIELD ERECTION AFTER FIELD ERECTION FIELD ERECTION FIELD ERECTION ERECTION ERECTION EXCEPT AT HANDRAIL POSTS. 8. BAND ALL GRATING CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN BAND ALL GRATING CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN ALL GRATING CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN ALL GRATING CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN GRATING CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN GRATING CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN CUT EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN EDGES PRIOR TO GALVANIZING. BANDING SHALL BE MIN PRIOR TO GALVANIZING. BANDING SHALL BE MIN PRIOR TO GALVANIZING. BANDING SHALL BE MIN TO GALVANIZING. BANDING SHALL BE MIN TO GALVANIZING. BANDING SHALL BE MIN GALVANIZING. BANDING SHALL BE MIN GALVANIZING. BANDING SHALL BE MIN BANDING SHALL BE MIN BANDING SHALL BE MIN SHALL BE MIN SHALL BE MIN BE MIN BE MIN MIN MIN ¼-INCH X 1½-INCH BAR WELDED TOP AND BOTTOM AT EACH BEARING BAR. 9. FABRICATOR SHALL FURNISH ERECTION AND SHOP DETAIL DRAWINGS FOR FABRICATOR SHALL FURNISH ERECTION AND SHOP DETAIL DRAWINGS FOR SHALL FURNISH ERECTION AND SHOP DETAIL DRAWINGS FOR SHALL FURNISH ERECTION AND SHOP DETAIL DRAWINGS FOR FURNISH ERECTION AND SHOP DETAIL DRAWINGS FOR FURNISH ERECTION AND SHOP DETAIL DRAWINGS FOR ERECTION AND SHOP DETAIL DRAWINGS FOR ERECTION AND SHOP DETAIL DRAWINGS FOR AND SHOP DETAIL DRAWINGS FOR AND SHOP DETAIL DRAWINGS FOR SHOP DETAIL DRAWINGS FOR SHOP DETAIL DRAWINGS FOR DETAIL DRAWINGS FOR DETAIL DRAWINGS FOR DRAWINGS FOR DRAWINGS FOR FOR FOR CONTRACTING OFFICER'S APPROVAL. 10. GRATING: GRATING: OPEN TYPE STANDARD BAR GRATING SHALL BE SERRATED 1 1/4 -INCH X TYPE STANDARD BAR GRATING SHALL BE SERRATED 1 1/4 -INCH X TYPE STANDARD BAR GRATING SHALL BE SERRATED 1 1/4 -INCH X STANDARD BAR GRATING SHALL BE SERRATED 1 1/4 -INCH X STANDARD BAR GRATING SHALL BE SERRATED 1 1/4 -INCH X BAR GRATING SHALL BE SERRATED 1 1/4 -INCH X BAR GRATING SHALL BE SERRATED 1 1/4 -INCH X GRATING SHALL BE SERRATED 1 1/4 -INCH X GRATING SHALL BE SERRATED 1 1/4 -INCH X SHALL BE SERRATED 1 1/4 -INCH X SHALL BE SERRATED 1 1/4 -INCH X BE SERRATED 1 1/4 -INCH X BE SERRATED 1 1/4 -INCH X SERRATED 1 1/4 -INCH X SERRATED 1 1/4 -INCH X 1 1/4 -INCH X 1 1/4 -INCH X 1/4 -INCH X 1/4 -INCH X -INCH X -INCH X X X 3/16-INCH BEARING BARS AT 13/16-INCH ON CENTERS. GRATING SHALL BE ANCHORED WITH MANUFACTURER'S STANDARD SHALL BE ANCHORED WITH MANUFACTURER'S STANDARD SHALL BE ANCHORED WITH MANUFACTURER'S STANDARD BE ANCHORED WITH MANUFACTURER'S STANDARD BE ANCHORED WITH MANUFACTURER'S STANDARD ANCHORED WITH MANUFACTURER'S STANDARD ANCHORED WITH MANUFACTURER'S STANDARD WITH MANUFACTURER'S STANDARD WITH MANUFACTURER'S STANDARD MANUFACTURER'S STANDARD MANUFACTURER'S STANDARD STANDARD STANDARD FASTENERS, A MINIMUM OF 4 PER PANEL OR AT 6'-0" O.C. MAXIMUM. 11. ALL CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE ALL CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE SHALL BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE SHALL BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE BE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE SHOP WELDED AND FIELD BOLTED, UNLESS OTHERWISE WELDED AND FIELD BOLTED, UNLESS OTHERWISE WELDED AND FIELD BOLTED, UNLESS OTHERWISE AND FIELD BOLTED, UNLESS OTHERWISE AND FIELD BOLTED, UNLESS OTHERWISE FIELD BOLTED, UNLESS OTHERWISE FIELD BOLTED, UNLESS OTHERWISE BOLTED, UNLESS OTHERWISE BOLTED, UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE SPECIFIED. 12. ALL BOLTS SHALL BE SUPPLIED WITH FLAT WASHER AND HEAVY HEX NUT. ALL BOLTS SHALL BE SUPPLIED WITH FLAT WASHER AND HEAVY HEX NUT. 13. ALL CONNECTIONS SHALL DEVELOP FULL MEMBER STRENGTH IF FABRICATED ALL CONNECTIONS SHALL DEVELOP FULL MEMBER STRENGTH IF FABRICATED CONNECTIONS SHALL DEVELOP FULL MEMBER STRENGTH IF FABRICATED CONNECTIONS SHALL DEVELOP FULL MEMBER STRENGTH IF FABRICATED SHALL DEVELOP FULL MEMBER STRENGTH IF FABRICATED SHALL DEVELOP FULL MEMBER STRENGTH IF FABRICATED DEVELOP FULL MEMBER STRENGTH IF FABRICATED DEVELOP FULL MEMBER STRENGTH IF FABRICATED FULL MEMBER STRENGTH IF FABRICATED FULL MEMBER STRENGTH IF FABRICATED MEMBER STRENGTH IF FABRICATED MEMBER STRENGTH IF FABRICATED STRENGTH IF FABRICATED STRENGTH IF FABRICATED IF FABRICATED IF FABRICATED FABRICATED FABRICATED DIFFERENTLY THAN SHOWN ON THE DRAWING. 14. ALL GALVANIZING SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR ALL GALVANIZING SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR GALVANIZING SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR GALVANIZING SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR BE IN ACCORDANCE WITH STANDARD SPECIFICATION FOR IN ACCORDANCE WITH STANDARD SPECIFICATION FOR IN ACCORDANCE WITH STANDARD SPECIFICATION FOR ACCORDANCE WITH STANDARD SPECIFICATION FOR ACCORDANCE WITH STANDARD SPECIFICATION FOR WITH STANDARD SPECIFICATION FOR WITH STANDARD SPECIFICATION FOR STANDARD SPECIFICATION FOR STANDARD SPECIFICATION FOR SPECIFICATION FOR SPECIFICATION FOR FOR FOR ZINC COATING (HOT DIP) PER ASTM A123, A153, A384 AND A386 LATEST COATING (HOT DIP) PER ASTM A123, A153, A384 AND A386 LATEST COATING (HOT DIP) PER ASTM A123, A153, A384 AND A386 LATEST (HOT DIP) PER ASTM A123, A153, A384 AND A386 LATEST (HOT DIP) PER ASTM A123, A153, A384 AND A386 LATEST DIP) PER ASTM A123, A153, A384 AND A386 LATEST DIP) PER ASTM A123, A153, A384 AND A386 LATEST PER ASTM A123, A153, A384 AND A386 LATEST PER ASTM A123, A153, A384 AND A386 LATEST ASTM A123, A153, A384 AND A386 LATEST ASTM A123, A153, A384 AND A386 LATEST A123, A153, A384 AND A386 LATEST A123, A153, A384 AND A386 LATEST A153, A384 AND A386 LATEST A153, A384 AND A386 LATEST A384 AND A386 LATEST A384 AND A386 LATEST AND A386 LATEST AND A386 LATEST A386 LATEST A386 LATEST LATEST LATEST REVISIONS. PROVIDE MINIMUM 2-OZ PER SQUARE FOOT UNLESS SPECIFIED PROVIDE MINIMUM 2-OZ PER SQUARE FOOT UNLESS SPECIFIED PROVIDE MINIMUM 2-OZ PER SQUARE FOOT UNLESS SPECIFIED MINIMUM 2-OZ PER SQUARE FOOT UNLESS SPECIFIED MINIMUM 2-OZ PER SQUARE FOOT UNLESS SPECIFIED 2-OZ PER SQUARE FOOT UNLESS SPECIFIED 2-OZ PER SQUARE FOOT UNLESS SPECIFIED PER SQUARE FOOT UNLESS SPECIFIED PER SQUARE FOOT UNLESS SPECIFIED SQUARE FOOT UNLESS SPECIFIED SQUARE FOOT UNLESS SPECIFIED FOOT UNLESS SPECIFIED FOOT UNLESS SPECIFIED UNLESS SPECIFIED UNLESS SPECIFIED SPECIFIED SPECIFIED OTHERWISE. RETHREAD NUTS AFTER GALVANIZING IN ACCORDANCE WITH ASTM A563. 15. ALL DAMAGE OF GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED ALL DAMAGE OF GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED DAMAGE OF GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED DAMAGE OF GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED OF GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED OF GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED GALVANIZED COATING SHALL BE REPAIRED WITH AN APPROVED COATING SHALL BE REPAIRED WITH AN APPROVED COATING SHALL BE REPAIRED WITH AN APPROVED SHALL BE REPAIRED WITH AN APPROVED SHALL BE REPAIRED WITH AN APPROVED BE REPAIRED WITH AN APPROVED BE REPAIRED WITH AN APPROVED REPAIRED WITH AN APPROVED REPAIRED WITH AN APPROVED WITH AN APPROVED WITH AN APPROVED AN APPROVED AN APPROVED APPROVED APPROVED COLD ZINC GALVANIZING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S ZINC GALVANIZING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S ZINC GALVANIZING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S GALVANIZING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S GALVANIZING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S THE MANUFACTURER'S THE MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. 16. BOLTS FOR HANDRAIL CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER BOLTS FOR HANDRAIL CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER FOR HANDRAIL CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER FOR HANDRAIL CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER HANDRAIL CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER HANDRAIL CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER CONNECTIONS SHALL BE 5/8-INCH DIAMETER. ALL OTHER SHALL BE 5/8-INCH DIAMETER. ALL OTHER SHALL BE 5/8-INCH DIAMETER. ALL OTHER BE 5/8-INCH DIAMETER. ALL OTHER BE 5/8-INCH DIAMETER. ALL OTHER 5/8-INCH DIAMETER. ALL OTHER 5/8-INCH DIAMETER. ALL OTHER DIAMETER. ALL OTHER DIAMETER. ALL OTHER ALL OTHER ALL OTHER ALL OTHER OTHER OTHER BOLTS SHALL BE 3/4-INCH DIAMETER, UNLESS SPECIFIED OTHERWISE. 17. BOLTS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE STATED: BOLTS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE STATED: ANCHOR BOLTS ASTM A1554 GR. 105, HOT-DIP GALVANIZED ASTM A1554 GR. 105, HOT-DIP GALVANIZED STRUCTURAL BOLTS ASTM A325, HOT-DIP GALVANIZED ASTM A325, HOT-DIP GALVANIZED 18. NUTS SHALL CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM NUTS SHALL CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM SHALL CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM SHALL CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM ASTM A563, AND WASHERS SHALL CONFORM TO ASTM ASTM A563, AND WASHERS SHALL CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM A563, AND WASHERS SHALL CONFORM TO ASTM AND WASHERS SHALL CONFORM TO ASTM AND WASHERS SHALL CONFORM TO ASTM WASHERS SHALL CONFORM TO ASTM WASHERS SHALL CONFORM TO ASTM SHALL CONFORM TO ASTM SHALL CONFORM TO ASTM CONFORM TO ASTM CONFORM TO ASTM TO ASTM TO ASTM ASTM ASTM F436. 19. STRUCTURAL AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE STRUCTURAL AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE STEEL MATERIALS SHALL CONFORM TO THE STEEL MATERIALS SHALL CONFORM TO THE MATERIALS SHALL CONFORM TO THE MATERIALS SHALL CONFORM TO THE SHALL CONFORM TO THE SHALL CONFORM TO THE CONFORM TO THE CONFORM TO THE TO THE TO THE THE THE FOLLOWING, UNLESS OTHERWISE STATED: WIDE FLANGE SHAPES & C-SHAPE ASTM A992, GRADE 50 ASTM A992, GRADE 50 ANGLES, & BARS ASTM A36, FY = 36-KSI ASTM A36, FY = 36-KSI PLATES ASTM A572, GRADE 50 ASTM A572, GRADE 50 PIPES ASTM A53, GRADE B MOD. 50 KSI ASTM A53, GRADE B MOD. 50 KSI HOLLOW STRUCT. SECT.(HSS) ASTM A500, GRADE B ASTM A500, GRADE B 1. ALL WELDS ON PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN ALL WELDS ON PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN WELDS ON PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN WELDS ON PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN ON PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN ON PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN PIPE BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN BRACES, PIPE, PLATES AND GUSSETS SHALL BE MADE IN PIPE, PLATES AND GUSSETS SHALL BE MADE IN PIPE, PLATES AND GUSSETS SHALL BE MADE IN PLATES AND GUSSETS SHALL BE MADE IN PLATES AND GUSSETS SHALL BE MADE IN AND GUSSETS SHALL BE MADE IN AND GUSSETS SHALL BE MADE IN GUSSETS SHALL BE MADE IN GUSSETS SHALL BE MADE IN SHALL BE MADE IN SHALL BE MADE IN BE MADE IN BE MADE IN MADE IN MADE IN IN IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS D-1.1. 2. ALL WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING ALL WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING INSPECTED BY AN AWS CERTIFIED WELDING INSPECTED BY AN AWS CERTIFIED WELDING BY AN AWS CERTIFIED WELDING BY AN AWS CERTIFIED WELDING AN AWS CERTIFIED WELDING AN AWS CERTIFIED WELDING AWS CERTIFIED WELDING AWS CERTIFIED WELDING CERTIFIED WELDING CERTIFIED WELDING WELDING WELDING INSPECTOR.