BDP1.146_Final_Package_Drawings.pdf
PDF 22 MB Posted
- Attached to
- Bonneville Dam Sluiceway Gate Replacement Federal contract opportunity
- Solicitation number
- W9127N22B0013
About this file
This document outlines a federal contract opportunity issued by the U.S. Army Corps of Engineers Portland District. The solicitation seeks the supply and delivery of replacement gates and related equipment for the Bonneville Dam Sluiceway near Bradford Island in Oregon. Key requirements include upper and lower leaf gates, rollers, tension wire ropes, tensiometers and electrical components. The procurement is set aside solely for small businesses. Interested parties should refer to the attachments for additional details on specifications and drawings. The point of contact for any contract administration questions is the listed Contract Specialist.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract SF 1410 - W9127N22B0013 IFB PAGE 2 OF 2.pdf | ||
| Abstract SF 1409 - W9127N22B0013 IFB PAGE 1 OF 2.pdf | ||
| W9127N22B0013 BN Sluiceway Gate Replacement Amendment 5.pdf | ||
| W9127N22B0013 BN Sluiceway Gate Replacement Amendment 4.pdf | ||
| W9127N22B0013 BN Sluiceway Gate Replacement Amendment 3.pdf | ||
| W9127N22B0013 BN Sluiceway Gate Replacement Amendment 2.pdf | ||
| W9127N22B0013 BN Sluiceway Gate Replacement Amendment 1.pdf | ||
| W9127N22B0013 BN Sluiceway Gate Replacement Solicitation.pdf |
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Text version
INDEX OF DRAWINGS:
| 1: | |
| 2: | |
| 3: | |
| undefined: | |
| Row1: | |
| BDP1146 402XXX BOP1146 S501XXX BDP1146 S502XXXRow1: | |
| Row2: | |
| BDP1146 402XXX BOP1146 S501XXX BDP1146 S502XXXRow2: | |
| M001 BOPl146 M001XXX: | |
| BDP1146M101XXX: | |
| M502 80P1146M502XXX: | |
| 80P1146M502XXX: | |
| M503 BOP1146 M503XXX: | |
| BDP1146M504XXX: | |
| Row1_2: | |
| Row1_3: | |
| BDP1146 M505XXXRow1: | |
| Row2_2: | |
| Row2_3: | |
| BDP1146 M505XXXRow2: | |
| Row3: | |
| Row3_2: | |
| Row4: | |
| Row4_2: | |
| undefined_2: | |
| Row1_4: | |
| BDPl146 ED601CON B0P1146EI604XXXRow1: | |
| Row2_4: | |
| BDPl146 ED601CON B0P1146EI604XXXRow2: | |
| Row3_3: | |
| BDPl146 ED601CON B0P1146EI604XXXRow3: | |
| Row4_3: | |
| BDPl146 ED601CON B0P1146EI604XXXRow4: | |
| Row5: | |
| BDPl146 ED601CON B0P1146EI604XXXRow5: | |
| Row6: | |
| BDPl146 ED601CON B0P1146EI604XXXRow6: | |
| Row7: | |
| BDPl146 ED601CON B0P1146EI604XXXRow7: | |
| ACno No I i0Aw1NG: | |
| Row1_5: | |
| Row1_6: | |
| REFERENCE DRAWING INDEXRow2: | |
| REFERENCE DRAWING INDEXRow2_2: | |
| REFERENCE DRAWING INDEXRow2_3: | |
| POWERHOUSE TRASH GATES ANO AACKS TRASH SlUICE CCffiROL GATERow1: | |
| Row2_5: | |
| Row2_6: | |
| REFERENCE DRAWING INDEXRow3: | |
| REFERENCE DRAWING INDEXRow3_2: | |
| REFERENCE DRAWING INDEXRow3_3: | |
| POWERHOUSE TRASH GATES ANO AACKS TRASH SlUICE CCffiROL GATERow2: | |
| Row3_4: | |
| Row4_4: | |
| MECHANICAL USED DRAWING MECtANICAL USED DRAWINGRow1: | |
| Row1_7: | |
| P11112R2Row1: | |
| P1111 P1112Row1: | |
| PONERl0JSE TRASH GATES An RACKS TRASH SLUICE CCffiROl GTE TRASH SLUICE CONTRO GA TE TRASH SLUICE CONTRO GA TE HOIST ASSEMll YRow1: | |
| ACTION KEY DEFINITIONS: | |
| undefined_3: | |
| Row1_8: | |
| Row2_7: | |
| Row2_8: | |
| Row2_9: | |
| Row2_10: | |
| Row2_11: | |
| Row2_12: | |
| Row2_13: | |
| Row2_14: | |
| Row3_5: | |
| Row3_6: | |
| Row3_7: | |
| Row3_8: | |
| Row3_9: | |
| Row3_10: | |
| Row3_11: | |
| Row3_12: | |
| Row4_5: | |
| Row4_6: | |
| Row4_7: | |
| Row4_8: | |
| Row4_9: | |
| Row4_10: | |
| Row4_11: | |
| Row4_12: | |
| Row5_2: | |
| Row5_3: | |
| Row5_4: | |
| Row5_5: | |
| Row5_6: | |
| Row5_7: | |
| Row5_8: | |
| Row5_9: | |
| undefined_4: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_2: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_3: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_4: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_5: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_6: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_7: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_8: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_9: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_10: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_11: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_12: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_13: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_14: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_15: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_16: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_17: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_18: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_19: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_20: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_21: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_22: | |
| SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE IBR OR ADVANCED ABR CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION 12 ALL DIMENSIONS DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL 13 ALL SHARP EDGES SHALL BE BROKEN TO A 1116 RADIUS UNO A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING FLAME CUTTING OR MACHINING SHEARED PLATES GREATER THAN 518 ARE NOT ALLOWED 1A ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN A UST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL 15 WELD ACCESS HOLES ARE 2 RADIUS AND GROUND SMOOTH UNLESS OTHERWISE NOTED 16 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D15 17 FCM STEEL SHALL BE ASTM A709 GRACE SOF ALL OTHER STEEL SHALL BE ASTM A709 GRACE 50 ZONE 1 110 APPROXIMATE WEIGHTS UPPER LEAF 14000 LBS LOWER LEAF 21000 LBS 111 TOLERANCES UNLESS OTHERWISE NOTED 21 BOTH ENOS MILLED i½2 22 MEMBER LENGTH 30 OR LESS tr6 23 MEMBER LENGTH 30 OR MORE 1li 24 MILL SURAFCES 01½6 1 OUT OF PARALLEL NEAR Al IENO t¼OUTOF STRAIGHTNESS END ELEVATION TOLERANCES FOR EDGE OUTSIDE PLATES 1 1 4 OUTOF TOP BOTTOM EDGES MUST BE STRAIGHT WITHIN ½6 o 14 OUTOF G PARALLEL 17 FRONT ELEVATION TOLERANCES FOR SQUARENESS AND STRAIGHTNESS TYPICAL TOLERANCES NOT TO SCALE NOTE TOLERANCES APPLY TO ASSEMBLED SCREEN FRAMES PERFORATION PLATE FRAMES BULKHEADS AND EMBEDDED PLATES ISOMETRIC VIEW SCALE ¾10_23: |
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