HDR-0001_REPLACE-REPAIR_BAGHOUSES_IFC.pdf

20 MB Posted

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

About this file

Written by GovTribe AI ·

These technical drawings prepared by Energon for Covanta Pinellas County Resource Recovery Facility document a comprehensive steel replacement and repair project for the facility's bag houses. The documents consist of multiple detailed engineering plan sheets including steel framing plans, frame elevations, stair tower plans, and repair tables for structural steel components across three bag house units. The project involves replacing and repairing existing structural steel members, welding, plate replacements, and grating at various elevations, with specific focus on mitigating corrosion damage and improving personnel access and structural integrity.

The drawings indicate a systematic approach to steel rehabilitation, with extensive documentation of existing conditions, precise member replacements, and surface preparation specifications. Each repair is meticulously cataloged in detailed tables that specify member sizes, welding requirements, plate dimensions, and repair methodologies. The project appears to be part of Pinellas County's broader waste-to-energy facility maintenance strategy, aimed at extending the operational life of critical infrastructure components and maintaining the facility's ability to convert approximately 3,000 tons of municipal solid waste into electrical energy daily. The comprehensive nature of the documentation suggests a carefully planned intervention to address long-term structural degradation caused by weather exposure and operational conditions.

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PROFESSIONAL

ENGINEER

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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

STEEL REPAIR TABLES SHEET 1 OF 8

HDR-0001-S40-201 0

AS NOTED 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

BAG HOUSES. STEEL FRAMING PLANS.

REPAIR TABLE

FOR

CONSTRUCTION

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-S20-201 THRU HDR-0001-S20-221.WORK THIS DRAWING WITH HDR-0001-S20-201 THRU HDR-0001-S20-221.

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

STEEL REPAIR TABLES SHEET 2 OF 8

HDR-0001-S40-202 0

AS NOTED 1 of 1

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

BAG HOUSES. STEEL FRAMING PLANS.

REPAIR TABLE (CONT.)

FOR

CONSTRUCTION

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-S20-201 THRU HDR-0001-S20-221.WORK THIS DRAWING WITH HDR-0001-S20-201 THRU HDR-0001-S20-221.

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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

STEEL REPAIR TABLES SHEET 3 OF 8

HDR-0001-S40-203 0

AS NOTED 1 of 1

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

BAG HOUSES. STEEL FRAME ELEVATIONS.

REPAIR TABLE

FOR

CONSTRUCTION

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-S30-201 THRU HDR-0001-S30-220.WORK THIS DRAWING WITH HDR-0001-S30-201 THRU HDR-0001-S30-220.

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

STEEL REPAIR TABLES SHEET 4 OF 8

HDR-0001-S40-204 0

AS NOTED 1 of 1

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

BAG HOUSES. STEEL FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

FOR

CONSTRUCTION

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-S30-201 THRU HDR-0001-S30-220.WORK THIS DRAWING WITH HDR-0001-S30-201 THRU HDR-0001-S30-220.

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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

STEEL REPAIR TABLES SHEET 5 OF 8

HDR-0001-S40-205 0

AS NOTED 1 of 1

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

BAG HOUSES. STEEL FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

FOR

CONSTRUCTION

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-S30-201 THRU HDR-0001-S30-220.WORK THIS DRAWING WITH HDR-0001-S30-201 THRU HDR-0001-S30-220.

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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

STEEL REPAIR TABLES SHEET 6 OF 8

HDR-0001-S40-206 0

AS NOTED 1 of 1

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

BAG HOUSES. STEEL FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

FOR

CONSTRUCTION

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-S30-201 THRU HDR-0001-S30-220.WORK THIS DRAWING WITH HDR-0001-S30-201 THRU HDR-0001-S30-220.

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SCALE SHEET

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

STEEL REPAIR TABLES SHEET 7 OF 8

HDR-0001-S40-207 0

AS NOTED 1 of 1

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

BAG HOUSES. STEEL FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

FOR

CONSTRUCTION

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-S30-201 THRU HDR-0001-S30-220.WORK THIS DRAWING WITH HDR-0001-S30-201 THRU HDR-0001-S30-220.

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SCALE SHEET

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

STEEL REPAIR TABLES SHEET 8 OF 8

HDR-0001-S40-208 0

AS NOTED 1 of 1

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

BAG HOUSES. STEEL FRAME ELEVATIONS.

REPAIR TABLE (CONT.)

FOR

CONSTRUCTION

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-S30-201 THRU HDR-0001-S30-220.WORK THIS DRAWING WITH HDR-0001-S30-201 THRU HDR-0001-S30-220.

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