HDR-0001_REPLACE-REPAIR_SDA_IFC.pdf

7 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 are technical engineering design drawings for the Steel Replacement and Repair Project at the Pinellas County Resource Recovery Facility, prepared by Enercon for Covanta Energy. The documents comprise multiple detailed structural steel replacement and repair plans for the Waste-to-Energy (WTE) facility's Support Derived Air (SDA) system, specifically focusing on frame elevations, platform plans, and repair tables for various steel structural components. The drawings include precise technical specifications for replacing and repairing steel members, grating, handrails, toe plates, and structural framing across multiple grid sections and elevation levels.

The design drawings indicate a comprehensive replacement strategy targeting structural steel components that have degraded due to long-term weather exposure and operational conditions. The technical specifications include detailed instructions for surface preparation, painting, and replacement of existing steel members with new components, with specific notations about maintaining existing structural integrity. The drawings are marked "For Construction" and have revision dates of February and April 2022, suggesting an imminent implementation phase. The project appears to be part of Pinellas County's broader infrastructure maintenance strategy to support its waste-to-energy facility's operational longevity and efficiency, aligning with the county's zero waste to landfill goal by 2050.

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PROFESSIONAL

ENGINEER

A

B

C

D

12345678

A

B

C

D

SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

D

1270 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

SDA SUPPORT STEEL

REPAIR TABLE SHEET 1 OF 3

HDR-0001-S40-101 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

SDA'S SUPPORT 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-S20-101, S20-102, S20-103 & S20-104 AND WORK THIS DRAWING WITH HDR-0001-S20-101, S20-102, S20-103 & S20-104 AND HDR-0001-S30-101, S30-102, S30-103 & S30-104.

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.

A

B

C

D

12345678

A

B

C

D

SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

D

1270 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

SDA SUPPORT STEEL

REPAIR TABLE SHEET 2 OF 3

HDR-0001-S40-102 0

AS NOTED 1 of 1

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

SDA'S SUPPORT 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 HDR-0001-S40-004. 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 SHARP 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 PREPARED 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-S20-101, S20-102, S20-103 & S20-104 AND WORK THIS DRAWING WITH HDR-0001-S20-101, S20-102, S20-103 & S20-104 AND HDR-0001-S30-101, S30-102, S30-103 & S30-104. 9. CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED FOR CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED FOR SPECIFIC REPAIR RECOMMENDATIONS.

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.

A

B

C

D

12345678

A

B

C

D

SCALE SHEET

SIZE DWG NO. REV

DATEAPPDESCRIPTIONREV REVCHKDRN

D

1270 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

SDA SUPPORT STEEL

REPAIR TABLE SHEET 3 OF 3

HDR-0001-S40-103 0

AS NOTED 1 of 1

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

FOR

CONSTRUCTION

SDA'S SUPPORT STEEL. FRAMING PLANS

REPAIR TABLE (CONT.)

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 HDR-0001-S40-004. 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 SHARP 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 PREPARED 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-S20-101, S20-102, S20-103 & S20-104 AND WORK THIS DRAWING WITH HDR-0001-S20-101, S20-102, S20-103 & S20-104 AND HDR-0001-S30-101, S30-102, S30-103 & S30-104. 9. CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED FOR CONTRACTOR SHALL CONTACT ENGINEER AFTER SURFACE IS CLEANED AND PREPARED FOR SPECIFIC REPAIR RECOMMENDATIONS.

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.

HDR-0001-S20-101_REV 0
HDR-0001-S20-102_REV 0
HDR-0001-S20-103_REV 0
HDR-0001-S20-104_REV 0
HDR-0001-S20-105_REV 0
HDR-0001-S30-101_REV 0
HDR-0001-S30-102_REV 0
HDR-0001-S30-103_REV 0
HDR-0001-S30-104_REV 0
HDR-0001-S40-101_REV 0
Sheets and Views
S40-101
HDR-0001-S40-102_REV 0
Sheets and Views
S40-102
HDR-0001-S40-103_REV 0
Sheets and Views
S40-103

File details come from the government source that posted it. Updated .