HDR-0001_REPLACE-REPAIR_BH_DUCTS_SUPPORTS_IFC.pdf

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Attached to
WTE Structural Steel Replacement
Solicitation number
23-1161-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

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These technical drawings by Enercon represent detailed structural steel replacement and repair plans for the Pinellas County Resource Recovery Facility's Bag Houses Ducts Supports Structure, specifically focusing on fan service platforms, duct support towers, and associated structural components. The documents comprehensively detail framing plans, frame elevations, grating, handrails, and toe plates for multiple towers and platforms at various elevation points, with precise measurements and replacement specifications for existing steel members.

The drawings are part of a steel replacement and repair project that involves systematically replacing and repairing existing structural steel components that have degraded due to long-term weather exposure and operational conditions. Each drawing includes detailed technical specifications, notes on existing site conditions, and instructions for contractors, with specific emphasis on surface preparation, welding requirements, and compliance with Covanta specification SA-502. The repair approach involves replacing steel members in-kind, surface preparation, and ensuring structural integrity while minimizing operational disruption to the waste-to-energy facility's critical infrastructure.

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PROFESSIONAL

ENGINEER

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SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

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12470 TELECOM DR, SUITE 401

TEMPLE TERRACE, FLORIDA 33637

FLORIDA CERTIFICATE OF REGISTRATION NO. P16327

COVANTA ENERGY

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

STEEL REPLACEMENT AND REPAIR PROJECT

BAG HOUSES DUCTS SUPPORTS STRUCTURE

REPAIR TABLES SHEET 1 OF 7

HDR-0001-S40-301 0

NONE 1 of 1

A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22

0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22

COVANTA PINELLAS

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716

FOR

CONSTRUCTION

BAG HOUSES DUCTS SUPPORTS STRUCTURE. STEEL FRAMING PLAN.

REPAIR TABLE

AutoCAD SHX Text NOTES: : 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. 3. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. 4. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. 5. FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU HDR-0001-S40-004. 6. REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY SHARP EDGES. 7. REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE PREPARED IN COMPLIANCE WITH EITHER SSPC-SP3 OR SP7. AFTER REPAIR, PAINT PER COVANTA SPECIFICATION SA-502 (SEE NOTE 5.1 ON DWG. HDR-0001-S00-001). 8. WORK THIS DRAWING WITH HDR-0001-S20-301, S20-303, S20-304 AND S20-305. WORK THIS DRAWING WITH HDR-0001-S20-301, S20-303, S20-304 AND S20-305. 9. CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED FOR SPECIFIC REPAIR RECOMMENDATIONS.

AutoCAD SHX Text LEGEND: RPR = REPAIR MEMBER PER "TYPICAL STEEL REPAIR DETAILS" ON DWG. HDR-0001-S40-001. A, B, C, D, E & G = DENOTES REPAIR PLATE DIMENSIONS ON REPAIR DETAILS ON DWG. HDR-0001-S40-001. L-tfp = TOP FLANGE PLATE LENGTH OF REPAIR L-bfp = BOTTOM FLANGE PLATE LENGTH OF REPAIR L-wp = WEB FLANGE PLATE LENGTH OF REPAIR *SPP = SURFACE CLEANED, PREPARED AND PAINTED PER COVANTA SPECIFICATION SA-502.

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SIZE DWG NO. REV

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12470 TELECOM DR, SUITE 401

TEMPLE TERRACE, FLORIDA 33637

FLORIDA CERTIFICATE OF REGISTRATION NO. P16327

COVANTA ENERGY

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

STEEL REPLACEMENT AND REPAIR PROJECT

BAG HOUSES DUCTS SUPPORTS STRUCTURE

REPAIR TABLES SHEET 2 OF 7

HDR-0001-S40-302 0

NONE 1 of 1

3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716

FOR

CONSTRUCTION

BAG HOUSES DUCTS SUPPORTS STRUCTURE. STEEL FRAMING PLAN.

REPAIR TABLE (CONT.)

AutoCAD SHX Text LEGEND: RPR = REPAIR MEMBER PER "TYPICAL STEEL REPAIR DETAILS" ON DWG. HDR-0001-S40-001. A, B, C, D, E & G = DENOTES REPAIR PLATE DIMENSIONS ON REPAIR DETAILS ON DWG. HDR-0001-S40-001. L-tfp = TOP FLANGE PLATE LENGTH OF REPAIR L-bfp = BOTTOM FLANGE PLATE LENGTH OF REPAIR L-wp = WEB FLANGE PLATE LENGTH OF REPAIR *SPP = SURFACE CLEANED, PREPARED AND PAINTED PER COVANTA SPECIFICATION SA-502.

NOTES: : 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. 3. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. 4. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. 5. FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU HDR-0001-S40-004. 6. REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY SHARP EDGES. 7. REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE PREPARED IN COMPLIANCE WITH EITHER SSPC-SP3 OR SP7. AFTER REPAIR, PAINT PER COVANTA SPECIFICATION SA-502 (SEE NOTE 5.1 ON DWG. HDR-0001-S00-001). 8. WORK THIS DRAWING WITH HDR-0001-S20-301, S20-303, S20-304 AND S20-305. WORK THIS DRAWING WITH HDR-0001-S20-301, S20-303, S20-304 AND S20-305. 9. CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED FOR SPECIFIC REPAIR RECOMMENDATIONS.

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SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

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12470 TELECOM DR, SUITE 401

TEMPLE TERRACE, FLORIDA 33637

FLORIDA CERTIFICATE OF REGISTRATION NO. P16327

COVANTA ENERGY

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

STEEL REPLACEMENT AND REPAIR PROJECT

BAG HOUSES DUCTS SUPPORTS STRUCTURE

REPAIR TABLES SHEET 3 OF 7

HDR-0001-S40-303 0

NONE 1 of 1

3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716

FOR

CONSTRUCTION

BAG HOUSES DUCTS SUPPORTS STRUCTURE. STEEL FRAMING PLAN.

REPAIR TABLE (CONT.)

AutoCAD SHX Text LEGEND: RPR = REPAIR MEMBER PER "TYPICAL STEEL REPAIR DETAILS" ON DWG. HDR-0001-S40-001. A, B, C, D, E & G = DENOTES REPAIR PLATE DIMENSIONS ON REPAIR DETAILS ON DWG. HDR-0001-S40-001. L-tfp = TOP FLANGE PLATE LENGTH OF REPAIR L-bfp = BOTTOM FLANGE PLATE LENGTH OF REPAIR L-wp = WEB FLANGE PLATE LENGTH OF REPAIR *SPP = SURFACE CLEANED, PREPARED AND PAINTED PER COVANTA SPECIFICATION SA-502.

NOTES: : 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. 3. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. 4. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. 5. FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU HDR-0001-S40-004. 6. REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY SHARP EDGES. 7. REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE PREPARED IN COMPLIANCE WITH EITHER SSPC-SP3 OR SP7. AFTER REPAIR, PAINT PER COVANTA SPECIFICATION SA-502 (SEE NOTE 5.1 ON DWG. HDR-0001-S00-001). 8. WORK THIS DRAWING WITH HDR-0001-S20-301, S20-303, S20-304 AND S20-305. WORK THIS DRAWING WITH HDR-0001-S20-301, S20-303, S20-304 AND S20-305. 9. CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED FOR SPECIFIC REPAIR RECOMMENDATIONS.

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SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

D

12470 TELECOM DR, SUITE 401

TEMPLE TERRACE, FLORIDA 33637

FLORIDA CERTIFICATE OF REGISTRATION NO. P16327

COVANTA ENERGY

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

STEEL REPLACEMENT AND REPAIR PROJECT

BAG HOUSE DUCTS SUPPORTS STRUCTURE

REPAIR TABLES SHEET 4 OF 7

HDR-0001-S40-304 0

NONE 1 of 1

3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716

FOR

CONSTRUCTION

BAG HOUSES DUCTS SUPPORTS STRUCTURE. FRAME ELEVATIONS.

REPAIR TABLE

AutoCAD SHX Text NOTES: : 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. 3. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. 4. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. 5. FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU HDR-0001-S40-004. 6. REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY SHARP EDGES. 7. REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE PREPARED IN COMPLIANCE WITH EITHER SSPC-SP3 OR SP7. AFTER REPAIR, PAINT PER COVANTA SPECIFICATION SA-502 (SEE NOTE 5.1 ON DWG. HDR-0001-S00-001). 8. WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.

LEGEND: RPR = REPAIR MEMBER PER "TYPICAL STEEL REPAIR DETAILS" ON DWG. HDR-0001-S40-001. A, B, C, D, E & G = DENOTES REPAIR PLATE DIMENSIONS ON REPAIR DETAILS ON DWG. HDR-0001-S40-001. L-tfp = TOP FLANGE PLATE LENGTH OF REPAIR L-bfp = BOTTOM FLANGE PLATE LENGTH OF REPAIR L-wp = WEB FLANGE PLATE LENGTH OF REPAIR *SPP = SURFACE CLEANED, PREPARED AND PAINTED PER COVANTA SPECIFICATION SA-502.

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SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

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12470 TELECOM DR, SUITE 401

TEMPLE TERRACE, FLORIDA 33637

FLORIDA CERTIFICATE OF REGISTRATION NO. P16327

COVANTA ENERGY

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

STEEL REPLACEMENT AND REPAIR PROJECT

BAG HOUSES DUCTS SUPPORTS STRUCTURE

REPAIR TABLES SHEET 5 OF 7

HDR-0001-S40-305 0

NONE 1 of 1

3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716

FOR

CONSTRUCTION

BAG HOUSES DUCTS SUPPORTS STRUCTURE. FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

AutoCAD SHX Text LEGEND: RPR = REPAIR MEMBER PER "TYPICAL STEEL REPAIR DETAILS" ON DWG. HDR-0001-S40-001. A, B, C, D, E & G = DENOTES REPAIR PLATE DIMENSIONS ON REPAIR DETAILS ON DWG. HDR-0001-S40-001. L-tfp = TOP FLANGE PLATE LENGTH OF REPAIR L-bfp = BOTTOM FLANGE PLATE LENGTH OF REPAIR L-wp = WEB FLANGE PLATE LENGTH OF REPAIR *SPP = SURFACE CLEANED, PREPARED AND PAINTED PER COVANTA SPECIFICATION SA-502.

NOTES: : 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. 3. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. 4. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. 5. FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU HDR-0001-S40-004. 6. REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY SHARP EDGES. 7. REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE PREPARED IN COMPLIANCE WITH EITHER SSPC-SP3 OR SP7. AFTER REPAIR, PAINT PER COVANTA SPECIFICATION SA-502 (SEE NOTE 5.1 ON DWG. HDR-0001-S00-001). 8. WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.

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SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

D

12470 TELECOM DR, SUITE 401

TEMPLE TERRACE, FLORIDA 33637

FLORIDA CERTIFICATE OF REGISTRATION NO. P16327

COVANTA ENERGY

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

STEEL REPLACEMENT AND REPAIR PROJECT

BAG HOUSES DUCTS SUPPORTS STRUCTURE

REPAIR TABLES SHEET 6 OF 7

HDR-0001-S40-306 0

NONE 1 of 1

3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716

FOR

CONSTRUCTION

BAG HOUSES DUCTS SUPPORTS STRUCTURE. FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

AutoCAD SHX Text LEGEND: RPR = REPAIR MEMBER PER "TYPICAL STEEL REPAIR DETAILS" ON DWG. HDR-0001-S40-001. A, B, C, D, E & G = DENOTES REPAIR PLATE DIMENSIONS ON REPAIR DETAILS ON DWG. HDR-0001-S40-001. L-tfp = TOP FLANGE PLATE LENGTH OF REPAIR L-bfp = BOTTOM FLANGE PLATE LENGTH OF REPAIR L-wp = WEB FLANGE PLATE LENGTH OF REPAIR *SPP = SURFACE CLEANED, PREPARED AND PAINTED PER COVANTA SPECIFICATION SA-502.

NOTES: : 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. 3. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. 4. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. 5. FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU HDR-0001-S40-004. 6. REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY SHARP EDGES. 7. REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE PREPARED IN COMPLIANCE WITH EITHER SSPC-SP3 OR SP7. AFTER REPAIR, PAINT PER COVANTA SPECIFICATION SA-502 (SEE NOTE 5.1 ON DWG. HDR-0001-S00-001). 8. WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.

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SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

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12470 TELECOM DR, SUITE 401

TEMPLE TERRACE, FLORIDA 33637

FLORIDA CERTIFICATE OF REGISTRATION NO. P16327

COVANTA ENERGY

PINELLAS COUNTY RESOURCE RECOVERY FACILITY

STEEL REPLACEMENT AND REPAIR PROJECT

BAG HOUSES DUCTS SUPPORTS STRUCTURE

REPAIR TABLES SHEET 7 OF 7

HDR-0001-S40-307 0

NONE 1 of 1

3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716

FOR

CONSTRUCTION

BAG HOUSES DUCTS SUPPORTS STRUCTURE. FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

AutoCAD SHX Text LEGEND: RPR = REPAIR MEMBER PER "TYPICAL STEEL REPAIR DETAILS" ON DWG. HDR-0001-S40-001. A, B, C, D, E & G = DENOTES REPAIR PLATE DIMENSIONS ON REPAIR DETAILS ON DWG. HDR-0001-S40-001. L-tfp = TOP FLANGE PLATE LENGTH OF REPAIR L-bfp = BOTTOM FLANGE PLATE LENGTH OF REPAIR L-wp = WEB FLANGE PLATE LENGTH OF REPAIR *SPP = SURFACE CLEANED, PREPARED AND PAINTED PER COVANTA SPECIFICATION SA-502.

NOTES: : 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. FOR REFERENCE DRAWINGS SEE DWG. HDR-0001-C00-004 AND C00-005. 3. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. FOR STANDARD BEAM CONNECTIONS SEE DWG. HDR-0001-S00-002. 4. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. FOR STANDARD BRACING CONNECTIONS SEE DWG. HDR-0001-S00-003. 5. FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU FOR STEEL REPAIR DETAILS REFER TO DWGS. HDR-0001-S40-001 THRU HDR-0001-S40-004. 6. REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE REMOVE EXISTING CORROSION UNTIL SOLID METAL IS ACHIEVED. DO NOT LEAVE ANY SHARP EDGES. 7. REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL REGARDLESS OF REPAIR DETAIL USED, BEFORE REPAIR IS DONE SURFACE SHALL BE PREPARED IN COMPLIANCE WITH EITHER SSPC-SP3 OR SP7. AFTER REPAIR, PAINT PER COVANTA SPECIFICATION SA-502 (SEE NOTE 5.1 ON DWG. HDR-0001-S00-001). 8. WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.WORK THIS DRAWING WITH HDR-0001-S30-301 THRU HDR-0001-S30-306.

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