HDR-0001_REPLACE-REPAIR_GENERAL_IFC-R1.pdf
PDF 3 MB Posted
- Attached to
- WTE Structural Steel Replacement
- Solicitation number
- 23-1161-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The file contains structural steel drawings for the Pinellas County Resource Recovery Facility Steel Replacement and Repair Project, prepared by Enercon for Covanta Energy. The documents detail comprehensive technical drawings for steel replacement and repair across multiple areas of the waste-to-energy facility, including bag houses, support structures, stairs, ladders, grating, and handrails. The drawings are dated February 28, 2022, with the first construction issue released on April 7, 2022, and include multiple detailed sheets covering general notes, standard connections, grating details, stair and ladder configurations, and specific repair and replacement sections.
The project scope involves replacing and repairing structural steel components that have degraded due to long-term weather exposure and operational conditions at the facility. The drawings provide extensive technical specifications for repair methods, connection details, welding requirements, and support structure modifications. The documents include detailed plans for three bag houses, duct support structures, and various elevation levels ranging from 10'-1" to 59'-0" platforms. The technical drawings are designed to ensure structural integrity, personnel safety, and improved working conditions while addressing corrosion and wear issues in the critical waste-to-energy infrastructure.
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Text version
PINELLAS COUNTY RESOURCE
RECOVERY FACILITY
STEEL REPLACEMENT AND
REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
A
B
C
D
12345678
A
B
C
D
SCALE SHEET
SIZE DWG NO. REV
DATEAPPDESCRIPTIONREV REVCHKDRN
D
12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
COVER SHEET
HDR-0001-C00-001 1
AS NOTED 1 of 1
FOR
CONSTRUCTION
04/07/22
07/05/23
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP
1 PROJECT LOCATION MAP ADDED FJR REM GAZ FTP
Pinellas County, Florida
LOCATION MAP
Parcel ID 14-30-16-00000-200-0000 Section : 14 Township : 30 Range : 16 (PINELLAS COUNTY SOLID WASTE) PT OF SEC'S 14 & 15 DESC FROM NE COR OF NW 1/4 OF SEC 14 TH W 75FT TH S 904.34FT FOR POB TH S 2383 FT(S) TH W 268.12FT TH N 657.29FT TO E/W C/L TH W ALG C/L 5613FT(S) TH N
KEY MAP
NOT TO SCALE
Parcel ID 14-30-16-00000-200-0000
NORTH
NORTH
TABLE OF CONTENT
DOCUMENT NUMBER DESCRIPTION REVISION
HDR-0001-C00-001 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - COVER SHEET 0
HDR-0001-C00-002 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - DOCUMENT LIST SHEET 1 0
HDR-0001-C00-003 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - DOCUMENT LIST SHEET 2 0
HDR-0001-C00-004 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - DOCUMENT LIST SHEET 3 0
HDR-0001-C00-005 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - DOCUMENT LIST SHEET 4 0
HDR-0001-S00-001 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS- GENERAL NOTES & ABBREVIATIONS 0
HDR-0001-S00-002 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - STEEL STANDARD BEAM CONNECTIONS 0
HDR-0001-S00-003 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGST - STEEL STANDARD BRACING CONNECTIONS 0
HDR-0001-S00-004 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - STANDARD GRATING DETAILS 0
HDR-0001-S00-005 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - STANDARD STEEL STAIRS DETAILS 0
HDR-0001-S00-006 STEEL REPLACEMENT AND REPAIR PROJECT. STRUCTURAL STEEL DRAWINGS - STANDARD LADDERS DETAILS 0
HDR-0001-S40-001 STEEL REPLACEMENT AND REPAIR PROJECT. STEEL REPLACEMENT/REPAIR. SECTIONS AND DETAILS. SHEET 1 OF 4 0
HDR-0001-S40-002 STEEL REPLACEMENT AND REPAIR PROJECT. STEEL REPLACEMENT/REPAIR. SECTIONS AND DETAILS. SHEET 2 OF 4 0
HDR-0001-S40-003 STEEL REPLACEMENT AND REPAIR PROJECT. STEEL REPLACEMENT/REPAIR. SECTIONS AND DETAILS. SHEET 3 OF 4 0
HDR-0001-S40-004 STEEL REPLACEMENT AND REPAIR PROJECT. STEEL REPLACEMENT/REPAIR. SECTIONS AND DETAILS. SHEET 4 OF 4 0
HDR-0001-S20-101 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - PLAN AT TOP OF GRATING EL. 14'-1" 0
HDR-0001-S20-102 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - PLAN AT TOP OF STEEL EL. 38'-0 1/8" 0
HDR-0001-S20-103 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL- ELECTRICAL CABINET PLATFORM PLAN AND ELEVATIONS 0
HDR-0001-S20-104 STEEL REPLACEMENT AND REPAIR PROJECT - SDA AREA - GRATING, HANDRAIL, AND TOE PLATE AT TOP OF GRATING 14'-1" 0
HDR-0001-S20-105 STEEL REPLACEMENT AND REPAIR PROJECT - SDA AREA - ELECTRICAL CABINET PLATFORM - GRATING, HANDRAIL, AND TOE PLATE AT TOP OF GRATING 14'-1" 0
HDR-0001-S30-101 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - FRAME ELEVATION AT ROW 02 AND ROW m 0
HDR-0001-S30-102 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - FRAME ELEVATION AT ROW 01 0
HDR-0001-S30-103 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - FRAME ELEVATIONS AT ROWS b, f, and k 0
HDR-0001-S30-104 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - FRAME ELEVATIONS AT ROWS c, g, and l 0
HDR-0001-S40-101 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - REPAIR TABLE SHEET 1 OF 3 0
HDR-0001-S40-102 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - REPAIR TABLE SHEET 2 OF 3 0
HDR-0001-S40-103 STEEL REPLACEMENT AND REPAIR PROJECT - SDA SUPPORT STEEL - REPAIR TABLE SHEET 3 OF 3 0
HDR-0001-S20-201 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - STEEL FRAMING PLAN AT T/GRTG. EL 10'-1" 0
HDR-0001-S20-202 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - STEEL FRAMING PLAN AT T/GRTG. EL 10'-1" 0
HDR-0001-S20-203 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - STEEL FRAMING PLAN AT T/GRTG. EL 10-1" 0
HDR-0001-S20-204 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - STEEL FRAMING PLAN AT T/GRTG. EL 14'-1" 0
HDR-0001-S20-205 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2- STEEL FRAMING PLAN AT T/GRTG. EL 14'-1" 0
HDR-0001-S20-206 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - STEEL FRAMING PLAN AT T/GRTG. EL 14'-1" 0
HDR-0001-S20-207 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - STEEL FRAMING PLAN AT T/S EL 21'-6 18" (U.O.N) 0
HDR-0001-S20-208 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - STEEL FRAMING PLAN AT T/S EL 21'-6 18" (U.O.N) 0
HDR-0001-S20-209 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - STEEL FRAMING PLAN AT T/S EL. 21'-6 18" (U.O.N) 0
HDR-0001-S20-210 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - STEEL FRAMING PLAN AT T/GRTG. EL. 30'-7 916" 0
HDR-0001-S20-211 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - STEEL FRAMING PLAN AT T/GRTG. EL 30'-7 916" 0
HDR-0001-S20-212 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - STEEL FRAMING PLAN AT T/GRTG. EL 30'-7 916" 0
HDR-0001-S20-213 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - STEEL FRAMING PLAN AT T/GRTG. EL 50'-0 716" 0
HDR-0001-S20-214 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - STEEL FRAMING PLAN AT T/GRTG. EL 50'-0 716" 0
HDR-0001-S20-215 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - STEEL FRAMING PLAN AT T/GRTG. EL 50'-0 716" 0
HDR-0001-S20-216 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - STEEL FRAMING PLAN AT T/S EL 59'-0 516" 0
HDR-0001-S20-217 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - STEEL FRAMING PLAN AT T/S EL 59'-0 516" 0
HDR-0001-S20-218 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - STEEL FRAMING PLAN AT T/S EL 59'-0 516" 0
HDR-0001-S20-219 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STAIR TOWER PLANS - SHEET 1 OF 3 0
HDR-0001-S20-220 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STAIR TOWER PLANS - SHEET 2 OF 3 0
HDR-0001-S20-221 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STAIR TOWER PLANS - SHEET 3 OF 3 0
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST
HDR-0001-AAA-BBB DESCRIPTION OF DRAWING 2
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
A
B
C
D
12345678
A
B
C
D
SCALE SHEET
SIZE DWG NO. REV
DATEAPPDESCRIPTIONREV REVCHKDRN
D
12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST SHEET 1
HDR-0001-C00-002 0
AS NOTED 1 of 1
AutoCAD SHX Text
TO INDICATE DRAWINGS THAT HAVE BEEN UPDATED FOR THE CURRENT ISSUE
AutoCAD SHX Text
XX
AutoCAD SHX Text 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
HDR-0001-S20-222 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - GRATING, HANDRAIL, AND TOE PLATE AT PLATFORM AT ELEV. EL 10'-1" 0
HDR-0001-S20-223 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - GRATING, HANDRAIL, AND TOE PLATE AT PLATFORM AT ELEV. EL 10'-1" 0
HDR-0001-S20-224 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - GRATING, HANDRAIL, AND TOE PLATE AT PLATFORM AT ELEV. EL 10'-1" 0
HDR-0001-S20-225 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - GRATING, HANDRAIL, AND TOE PLATE AT PLATFORM AT ELEV. EL 14'-1" 0
HDR-0001-S20-226 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - GRATING, HANDRAIL, AND TOE PLATE AT PLATFORM AT ELEV. EL 14'-1" 0
HDR-0001-S20-227 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - GRATING, HANDRAIL, AND TOE PLATE AT PLATFORM AT ELEV. EL 14'-1" 0
HDR-0001-S20-228 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 & #2 - GRATING, HANDRAIL, AND TOE PLATE. CROSSING BETWEEN BH # 1 & BH # 2 AT EL 21'-10" 0
HDR-0001-S20-229 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 & #3 - GRATING, HANDRAIL, AND TOE PLATE. CROSSING BETWEEN BH # 2 & BH # 3 AT EL 21'-10" 0
HDR-0001-S20-230 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - GRATING, HANDRAIL, AND TOE PLATE AT ELEV. 30'-7 916" 0
HDR-0001-S20-231 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - GRATING, HANDRAIL, AND TOE PLATE AT ELEV. 30'-7 916" 0
HDR-0001-S20-232 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - GRATING, HANDRAIL, AND TOE PLATE AT ELEV. 30'-7 916" 0
HDR-0001-S20-233 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - GRATING, HANDRAIL, AND TOE PLATE AT ELEV. 50'-0 716" 0
HDR-0001-S20-234 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - GRATING, HANDRAIL, AND TOE PLATE AT ELEV. 50'-0 716" 0
HDR-0001-S20-235 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - GRATING, HANDRAIL, AND TOE PLATE AT ELEV. 50'-0 716" 0
HDR-0001-S20-236 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES STAIR TOWER PLANS. GRATING, HANDRAIL AND TOE PL. SHEET 1 OF 3 0
HDR-0001-S20-237 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES STAIR TOWER PLANS. GRATING, HANDRAIL AND TOE PL. SHEET 2 OF 3 0
HDR-0001-S20-238 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES STAIR TOWER PLANS. GRATING, HANDRAIL AND TOE PL. SHEET 3 OF 3 0
HDR-0001-S30-201 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - FRAME ELEVATION AT COLUMN LINE "a" 0
HDR-0001-S30-202 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - FRAME ELEVATION AT COLUMN LINE "b1" 0
HDR-0001-S30-203 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - FRAME ELEVATION AT COLUMN LINE "b4" 0
HDR-0001-S30-204 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #1 - FRAME ELEVATION AT COLUMN LINE "d" 0
HDR-0001-S30-205 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - FRAME ELEVATION AT COLUMN LINE "e" 0
HDR-0001-S30-206 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - FRAME ELEVATION AT COLUMN LINE "f1" 0
HDR-0001-S30-207 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - FRAME ELEVATION AT COLUMN LINE "f4" 0
HDR-0001-S30-208 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #2 - FRAME ELEVATION AT COLUMN LINE "h" 0
HDR-0001-S30-209 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - FRAME ELEVATION AT COLUMN LINE "j" 0
HDR-0001-S30-210 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - FRAME ELEVATION AT COLUMN LINE "k1" 0
HDR-0001-S30-211 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - FRAME ELEVATION AT COLUMN LINE "k4" 0
HDR-0001-S30-212 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE #3 - FRAME ELEVATION AT COLUMN LINE "m" 0
HDR-0001-S30-213 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE "03" 0
HDR-0001-S30-214 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE "03.2" 0
HDR-0001-S30-215 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE "03.3" 0
HDR-0001-S30-216 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE "03.4" 0
HDR-0001-S30-217 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE "03.5" 0
HDR-0001-S30-218 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE "03.6" 0
HDR-0001-S30-219 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE "04" 0
HDR-0001-S30-220 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - FRAME ELEVATION AT COLUMN LINE 04.2, e & f1 0
HDR-0001-S40-201 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 1 OF 8 0
HDR-0001-S40-202 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 2 OF 8 0
HDR-0001-S40-203 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 3 OF 8 0
HDR-0001-S40-204 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 4 OF 8 0
HDR-0001-S40-205 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 5 OF 8 0
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST
HDR-0001-AAA-BBB DESCRIPTION OF DRAWING 2
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
A
B
C
D
12345678
A
B
C
D
SCALE SHEET
SIZE DWG NO. REV
DATEAPPDESCRIPTIONREV REVCHKDRN
D
12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST SHEET 2
HDR-0001-C00-003 0
AS NOTED 1 of 1
AutoCAD SHX Text
TO INDICATE DRAWINGS THAT HAVE BEEN UPDATED FOR THE CURRENT ISSUE
AutoCAD SHX Text
XX
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
HDR-0001-S40-206 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 6 OF 8 0
HDR-0001-S40-207 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 7 OF 8 0
HDR-0001-S40-208 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES - STEEL REPAIR TABLES SHEET 8 OF 8 0
HDR-0001-S20-301 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - SERVICE PLATFORM AT T/S 31'-6" (+/-) 0
HDR-0001-S20-302 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS - GRATING, HANDRAILS, AND TOE-PLATE AT PLATFORMS AT T/GRTG 31'-71 4" 0
HDR-0001-S20-303 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DUCTS SUPPORT TOWERS AT T/S 61'-0" (+/-) (U.N.O) 0
HDR-0001-S20-304 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DEFLATION DUCT PLAN & ELEVATIONS 0
HDR-0001-S20-305 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCT SUPPORTS STRUCTURE - FAN MOTOR SERVICE PLATFORMS AT T/S 8'-63 4" (+/-) 0
HDR-0001-S20-306 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCT SUPPORTS - GRATING, HANDRAIL, AND TOE-PLATE AT PLATFORMS AT T/GRTG 8'-8" (+/-) 0
HDR-0001-S30-301 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DUCT SUPPORT TOWER #1 0
HDR-0001-S30-302 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DUCT SUPPORT TOWER #2 0
HDR-0001-S30-303 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DUCT SUPPORT TOWER #3 0
HDR-0001-S30-304 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DUCT SUPPORT TOWER #4 0
HDR-0001-S30-305 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DUCT SUPPORT TOWER #5 0
HDR-0001-S30-306 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSES DUCTS SUPPORTS STRUCTURE - DUCT SUPPORT BENTS #1, #2, and #3 0
HDR-0001-S40-301 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE DUCTS SUPPORTS STRUCTURE - STEEL REPAIR TABLES SHEET 1 OF 7 0
HDR-0001-S40-302 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE DUCTS SUPPORTS STRUCTURE - STEEL REPAIR TABLES SHEET 2 OF 7 0
HDR-0001-S40-303 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE DUCTS SUPPORTS STRUCTURE - STEEL REPAIR TABLES SHEET 3 OF 7 0
HDR-0001-S40-304 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE DUCTS SUPPORTS STRUCTURE - STEEL REPAIR TABLES SHEET 4 OF 7 0
HDR-0001-S40-305 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE DUCTS SUPPORTS STRUCTURE - STEEL REPAIR TABLES SHEET 5 OF 7 0
HDR-0001-S40-306 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE DUCTS SUPPORTS STRUCTURE - STEEL REPAIR TABLES SHEET 6 OF 7 0
HDR-0001-S40-307 STEEL REPLACEMENT AND REPAIR PROJECT - BAG HOUSE DUCTS SUPPORTS STRUCTURE - STEEL REPAIR TABLES SHEET 7 OF 7 0
REFERENCE DRAWINGS
3798-9-100 SDA ANCHOR BOLT PLAN & BASE PLATE DETAILS 0
3798-9-101 SDA SUPPORT STEEL PLANS & DETAILS 2
3798-9-102 SDA SUPPORT STEEL ELEVATIONS @ COLUMN ROW 02 COLUMN ROW M 0
3798-9-103 SDA SUPPORT ELEVATIONS @ COLUMN ROW 01 0
3798-9-104 SDA SUPPORT STEEL SECTIONS @ COLUMN ROWS B, C, F, G, L & L 0
D-00-S-0526 STRUCTURAL FRAMING PLAN LIME SLURRY RECLAMATION 3
3798-9-200 FABRIC FILTER ANCHOR BOLT PLAN AND BASE PLATE DETAILS 0
3798-9-201 FABRIC FILTER DUST COLLECTION HOPPER LEVEL PLAN @ ELEVATION 14'-1" 3
3798-9-202 FABRIC FILTER DUST COLLECTION SUPPORT STEEL PLAN AND DETAILS @ EL. 27' -2 18" 0
3798-9-203 FABRIC FILTER DUST COLLECTION CELL PLATE LEVEL PLATFORM @ ELEVATION 30' -7 916" 1
3798-9-204 FABRIC FILTER DUST COLLECTION SHAKER LEVEL PLATFORM @ ELEVATION 50' -0 716" 1
3798-9-205 FABRIC FILTER DUST COLLECTION MISC. DETAILS AND SECTIONS 1
3798-9-206 FABRIC FILTER DUST COLLECTION ELEVATION COLUMN ROW d, h, j 0
3798-9-207 FABRIC FILTER DUST COLLECTION ELEVATION COLUMN ROW b1, k4 1
3798-9-208 FABRIC FILTER DUST COLLECTION ELEVATION COLUMN ROW bf, f4, k1 0
3798-9-209 FABRIC FILTER DUST COLLECTION ELEVATION COLUMN ROW a, m 1
3798-9-210 FABRIC FILTER DUST COLLECTION ELEVATIONCOLUMN ROW 03 1
3798-9-211 FABRIC FILTER DUST COLLECTION ELEVATION COLUMN ROW 03.3, 03.4, 03.5, 03.2, 03.6 0
3798-9-212 FABRIC FILTER DUST COLLECTION ELEVATIONCOLUMN ROW 04 0
3798-9-213 FABRIC FILTER DUST COLLECTION ELEVATION COLUMN ROW 04.2, e, f1 1
3798-9-214 FABRIC FILTER DUST COLLECTION ACCESS STAIR TOWER PLANS & SECTIONS 0
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST
HDR-0001-AAA-BBB DESCRIPTION OF DRAWING 2
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
A
B
C
D
12345678
A
B
C
D
SCALE SHEET
SIZE DWG NO. REV
DATEAPPDESCRIPTIONREV REVCHKDRN
D
12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST SHEET 3
HDR-0001-C00-004 0
AS NOTED 1 of 1
AutoCAD SHX Text
TO INDICATE DRAWINGS THAT HAVE BEEN UPDATED FOR THE CURRENT ISSUE
AutoCAD SHX Text
XX
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
REFERENCE DRAWINGS
3798-9-215 FABRIC FILTER DUST COLLECTION SUPPORT STEEL DETAILS @ EL. 27' -2 18" - SHEET 1 0
3798-9-216 FABRIC FILTER DUST COLLECTION SUPPORT STEEL DETAILS @ EL. 27' -2 18" - SHEET 2 0
3798-9-217 FABRIC FILTER DUST COLLECTION WIND WALL GIRT ARRANGEMENT - ELEVATION AT TOW A & SECTIONS 0
3798-9-218 FABRIC FILTER DUST COLLECTION WIND WALL GIRT ARRANGEMENT - ELEVATION AT TOW M & SECTIONS 1
3798-9-219 FABRIC FILTER DUST COLLECTION WIND WALL GIRT ARRANGEMENT - ELEVATION AT TOW 04 & SECTIONS 2
3798-9-221 OUTLET PLENUM SUPPORT STEEL PLAN, SECTIONS & DETAILS 0
3798-9-222 INLET PLENUM SUPPORT STEEL SECTIONS AND DETAILS 0
3798-9-224 DEFLATION FAN SUPPORT STEEL ELEVATION COL LINE 04.1 3
06464-C-808 MISC. FOUNDATIONS AND DETAILS - DUCT SUPPORTS BENTS 2
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST
HDR-0001-AAA-BBB DESCRIPTION OF DRAWING 2 COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
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12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
DOCUMENT LIST SHEET 4
HDR-0001-C00-005 0
AS NOTED 1 of 1
AutoCAD SHX Text
TO INDICATE DRAWINGS THAT HAVE BEEN UPDATED FOR THE CURRENT ISSUE
AutoCAD SHX Text
XX
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
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COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
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12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
STEEL STANDARD BEAM CONNECTIONS
HDR-0001-S00-002 0
AS NOTED 1 of 1
FOR
CONSTRUCTION
AutoCAD SHX Text STEEL FABRICATOR SHALL DESIGN AND PROVIDE THE ABOVE FIELD WELDED BEAM CONNECTION WITH A CAPACITY EQUAL TO OR GREATER THAN THAT OF THE BOLTED CONNECTION, AS LISTED IN THE "STANDARD BEAM CONNECTIONS" TABLE ON THIS DRAWING.
AutoCAD SHX Text
MINIMUM STANDARD BEAM CONNECTIONS NOTES
AutoCAD SHX Text
DESIGNATION
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MEMBER SIZE
AutoCAD SHX Text W36
AutoCAD SHX Text W33
AutoCAD SHX Text W30
AutoCAD SHX Text W27
AutoCAD SHX Text W21
AutoCAD SHX Text W24
AutoCAD SHX Text W18
AutoCAD SHX Text W16
AutoCAD SHX Text 10B6-5
AutoCAD SHX Text 9B6-5
AutoCAD SHX Text 8B6-5
AutoCAD SHX Text 7B6-4
AutoCAD SHX Text 7B6-4
AutoCAD SHX Text 6B6-4
AutoCAD SHX Text 5B6-4
AutoCAD SHX Text 4B6-4
AutoCAD SHX Text
34' DIA. SHOULDER BOLTS (U.O.N. ON DESIGN DRAWINGS)
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BEAM SLIDING CONNECTION (S.C.)
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COL. (BEAM SIMILAR)
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STD. DIA. HOLES IN WEB OF BEAM
AutoCAD SHX Text
2" LONG SLOTS IN CONN. ANGLES
AutoCAD SHX Text BOLT DIA. IN " 116" ( " DIA. IF BLANK) 34" DIA. IF BLANK) FILLET WELD SIZE IN " 116" CONNECTION ANGLE THICKNESS IN " 116" CONNECTION TYPE (B FOR BEARING BOLTS, SC FOR SLIP-CRITICAL BOLTS) NO. OF ROWS OF BOLTS
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BEAM CONNECTIONS
AutoCAD SHX Text 3 B 6 - 3 - 12
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CONNECTION DESIGNATION (SEE TABLE FOR STANDARD CONNECTIONS)
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SHOP BOLTED
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SHOP WELDED
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STD. DIA. OR SHORT SLOTTED HOLES
AutoCAD SHX Text
STD. DIA HOLES
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
CONN. ANGLE (N.S.&F.S.)
AutoCAD SHX Text
COPE FLANGES WHERE REQ'D.
AutoCAD SHX Text "DIA. x 2" SLOTS IN ANGLES & 1316"DIA. x 2" SLOTS IN ANGLES & STANDARD DIA. HOLES IN WEB OF BEAM FOR " DIA. ERECTION BOLTS AS 34" DIA. ERECTION BOLTS AS REQUIRED
AutoCAD SHX Text
EXISTING BEAM (COLUMN SIMILAR)
AutoCAD SHX Text
T/S EL. (SEE PLAN)
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CONN. ANGLE (N.S.&F.S.)
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EXIST. "WF" OR "W" BEAM (SEE PLAN)
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NEW "W" BEAM (SEE PLAN)
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BEAM CONNECTION TO EXISTING FRAMING
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(ALTERNATE - BOLTED CONNECTION, FIELD DRILL HOLES AT EXISTING BEAM)
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EXIST. BEAM WEB
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NEW BEAM
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WELD FIRST
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2 CONN. ANGLES
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NEW BEAM
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T/S EL. SEE PLAN
AutoCAD SHX Text
2 CONN. ANGLES
AutoCAD SHX Text
EXISTING BEAM
AutoCAD SHX Text
WIDE FLANGLE SECTIONS
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CHANNEL SECTIONS
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SKEWED BEAM CONNECTIONS
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PL. ON OPP. SIDE OF WEB AT FAR END
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1. THE CONNECTIONS INDICATED IN THE TABLE ARE TO BE USED THE CONNECTIONS INDICATED IN THE TABLE ARE TO BE USED FOR ALL BEAMS HAVING VERTICAL SHEAR ONLY WHERE VERTICAL (V) LOADS ARE NOT SHOWN ON THE DESIGN DRAWINGS. 2. THE CONNECTIONS INDICATED IN THE TABLE ARE ALSO THE THE CONNECTIONS INDICATED IN THE TABLE ARE ALSO THE MINIMUM STARTING POINT FOR USE BY THE FABRICATOR'S PROFESSIONAL ENGINEER WHEN DESIGNING FOR TRANSFER FORCES AND/OR VERTICAL (V) LOADS SHOWN ON THE DESIGN DRAWING. FABRICATOR'S PROFESSIONAL ENGINEER SHALL PRODUCE CALCULATIONS PROVING THE CONNECTION USED IS SAFE AND NOT OVERSTRESSED. 3. WHEN TRANSFER FORCES ARE SHOWN AND VERTICAL (V) WHEN TRANSFER FORCES ARE SHOWN AND VERTICAL (V) LOADS ARE NOT, THE STEEL FABRICATOR'S PROFESSIONAL ENGINEER SHALL DESIGN THE CONNECTION FOR THE TRANSFER FORCES WITH A VERTICAL (V) LOAD EQUAL TO ONE-HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD AS SHOWN IN THE "ALLOWABLE LOADS ON BEAMS" TABLES IN THE AISC MANUAL OF STEEL CONSTRUCTION (ALLOWABLE STRESS DESIGN) FOR THE GIVEN SHAPE, SPAN AND MATERIAL STRENGTH. 4. ALL TRANSFER FORCES AND VERTICAL (V) LOADS SHOWN ARE ALL TRANSFER FORCES AND VERTICAL (V) LOADS SHOWN ARE DESIGN LOADS. ALL BEAM END REACTIONS AND TRANSFER FORCES HAVE ALREADY BEEN ADJUSTED FOR INCREASED ALLOWABLE STRESSES. CONNECTIONS SHALL BE DESIGNED WITH NO FURTHER DECREASE IN LOADS OR INCREASE IN ALLOWABLE STRESSES.
AutoCAD SHX Text
W OR C
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4 ANGLES
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STANDARD BEAM CONNECTION
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NOTES PROVIDE BACK-UP PLATES AS REQUIRED FOR GROOVE WELDS.
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MOMENT SPLICE (M.S.) AT BEAMS
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DESIGNATION
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MEMBER SIZE
AutoCAD SHX Text W14
AutoCAD SHX Text W12
AutoCAD SHX Text W10
AutoCAD SHX Text W8
AutoCAD SHX Text C15
AutoCAD SHX Text C12
AutoCAD SHX Text C10
AutoCAD SHX Text C9
AutoCAD SHX Text C8
AutoCAD SHX Text 3B6-4
AutoCAD SHX Text 3B6-4
AutoCAD SHX Text 2B6-4
AutoCAD SHX Text 3B6-4
AutoCAD SHX Text 3B6-4
AutoCAD SHX Text 2B6-4
AutoCAD SHX Text 2B6-3
AutoCAD SHX Text 2B6-3
AutoCAD SHX Text 2B6-4
AutoCAD SHX Text
FULL WIDTH OF FLANGE (SEE NOTE)
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FULL WIDTH OF FLANGE (SEE NOTE)
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WELD FIRST
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(TYP.)
AutoCAD SHX Text
STANDARD CONNECTION FOR C6 OR W6
AutoCAD SHX Text
OF STANDARD HOLES
AutoCAD SHX Text L3x3x "12"
AutoCAD SHX Text NOTES: 1. FOR GENERAL NOTES AND ABBREVIATIONS REFER FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001.
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
TO COLUMN FLANGE TO COLUMN WEB TEE STEM TO GUSSET PLATE
TO MID-SPAN OF BEAM TO BEAM
AT INTERSECTION
OF DIAGONALS
TEE FLANGE TO GUSSET PLATE
TO COLUMN FLANGE AT
BASE PLATE
TO COLUMN WEB
AT BASE PLATE
VERTICAL BRACING
TO COLUMN WEB
AT BASE PLATE WIDE FLANGE TO GUSSET PLATE
HORIZONTAL BRACING
SECONDARY BRACING
NOTES:
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
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TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
STEEL STANDARD BRACING CONNECTIONS
HDR-0001-S00-003 0
AS NOTED 1 of 1
FOR
CONSTRUCTION
AutoCAD SHX Text ALL "UNDERSLUNG" BRACING FRAMING TO BEAM BOTTOM FLANGE (WHEN SHOWN ON DESIGN DRAWINGS) SHALL BE CONSIDERED SECONDARY BRACING.
AutoCAD SHX Text
L,W, OR WT (TYP.)
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text
OPTIONAL IF PLATES ARE USED RATHER THAN WT
AutoCAD SHX Text
OPTIONAL IF PLATES ARE USED RATHER THAN WT
AutoCAD SHX Text
(2)-BOLTS MIN.
AutoCAD SHX Text
(F.S. ONLY)
AutoCAD SHX Text
WT
AutoCAD SHX Text
GUSSET PL
AutoCAD SHX Text
(2)-BOLTS MIN.
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text
(2)-BOLT CONN. FOR WT; (1)-BOLT CONN. FOR L
AutoCAD SHX Text
FILL PL BETWEEN DIAGONALS
AutoCAD SHX Text
WT
AutoCAD SHX Text
GUSSET PL
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text W
AutoCAD SHX Text
PL
AutoCAD SHX Text
(2)-ANGLES (TYP.)
AutoCAD SHX Text
GUSSET PL
AutoCAD SHX Text
(2)-BOLT MIN.
AutoCAD SHX Text
(4)-BOLTS MIN. (EACH CONNECTION)
AutoCAD SHX Text W.P.
AutoCAD SHX Text
BEAM
AutoCAD SHX Text W.P.
AutoCAD SHX Text
ANGLE OR WT (TYP.)
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text
ANGLE W OR WT (TYP.)
AutoCAD SHX Text W.P.
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
ANGLE OR WT (TYP.)
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text
(2)-BOLTS MIN.
AutoCAD SHX Text
(4 ANCHOR BOLTS)
AutoCAD SHX Text
(2 OR 6 ANCHOR BOLTS)
AutoCAD SHX Text
ALL WELDS SHOWN ARE SHOP-WELDS (NOTE: ALL TEES TO BE CHECKED FOR ECCENTRICITY)
AutoCAD SHX Text
1. FOR GENERAL NOTES AND ABBREVIATIONS REFER TO FOR GENERAL NOTES AND ABBREVIATIONS REFER TO DWG. HDR-0001-S00-001. 2. WHEN AXIAL LOADS ARE SHOWN ON THE DESIGN WHEN AXIAL LOADS ARE SHOWN ON THE DESIGN DRAWINGS, THE STEEL FABRICATOR'S PROFESSIONAL ENGINEER SHALL DESIGN THE CONNECTION FOR THE LOADS SHOWN.
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
PERIMETER
SUPPORTS
INTERMEDIATE
SUPPORTS
SPLICE AT
SUPPORTS
PANEL SIDES
BANDING BAR BANDING BAR-TRENCH GRATING
TYPICAL COLUMN CUT-OUT TYPICAL POST CUT-OUT
TYPICAL EQUIPMENT
SUPPORT CUT-OUTS
TOP OF STEP-THRU LADDER
NOTES:
GRATING OPENING (GO) FOR
PIPE / DUCT CUT-OUT
GRATING COVER (GC) FOR
PIPE / DUCT CUT-OUT
TYPICAL SLOPING
PIPE / DUCT CUT-OUT
GRATING
OPENING IN FLOORING
TYP. GRATING SUPPORT DETAIL AT PIPE SUPPORT CUTOUTS
(BY STEEL ERECTION CONTRACTOR)
TYP. GRATING SUPPORT DETAIL AT POST
(BY STEEL FABRICATOR)
TOP OF SIDE-STEP LADDER
HEAD OF STAIRS
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SECTION
SCALE: N.T.S.
B
SECTION
SCALE: N.T.S.
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
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12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
STANDARD GRATING DETAILS
HDR-0001-S00-004 0
AS NOTED 1 of 1
FOR
CONSTRUCTION
AutoCAD SHX Text
SEE NOTE 9
AutoCAD SHX Text
SEE NOTE 9
AutoCAD SHX Text
SEE NOTE 9
AutoCAD SHX Text
GRTG
AutoCAD SHX Text
GRTG
AutoCAD SHX Text
316" BANDING BAR
AutoCAD SHX Text 1/8
AutoCAD SHX Text 1/8
AutoCAD SHX Text
TO EACH CROSS BAR
AutoCAD SHX Text
TO ENDS OF EACH BEARING BAR
AutoCAD SHX Text
SEE PLAN OR DETAIL FOR GRATING SIZE
AutoCAD SHX Text
316" BANDING BAR
AutoCAD SHX Text 1/8
AutoCAD SHX Text 1/8
AutoCAD SHX Text
TO EACH CROSS BAR
AutoCAD SHX Text
TO ENDS OF EACH BEARING BAR
AutoCAD SHX Text
GUSSET PL. (TYP.)
AutoCAD SHX Text
GUSSET PL. (TYP.)
AutoCAD SHX Text
BANDING
AutoCAD SHX Text
TOE PL.
AutoCAD SHX Text
TOE PL.
AutoCAD SHX Text
BANDING
AutoCAD SHX Text
TOE PL.
AutoCAD SHX Text
BANDING
AutoCAD SHX Text
BANDING BAR U.O.N.
AutoCAD SHX Text
SUPPORT LUG
AutoCAD SHX Text
O.D. EQUIPMENT (INCLUDING INSULATION)
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
BANDING
AutoCAD SHX Text BANDING BAR (GRTG OPNG < 10") OR " TOE PLATE 316" TOE PLATE (GRTG OPNG > 10")> 10") 10")
AutoCAD SHX Text
O.D. PIPE & INSULATION
AutoCAD SHX Text
T/GRTG. EL. SEE DESIGN DWGS.
AutoCAD SHX Text
BAND BAR OR 316" TOE PLATE
AutoCAD SHX Text 3/16
AutoCAD SHX Text
ROUND HEAD STOVE BOLT. "DIA. W/NUT 516"DIA. W/NUT & LOCK WASHER
AutoCAD SHX Text
GALV. 10 GAGE SHEET METAL COVER OR " STEEL PLATE18" STEEL PLATE
AutoCAD SHX Text
GRATING OPENING
AutoCAD SHX Text
D + " 12" (INSIDE DIA.) OF COVER)
AutoCAD SHX Text
GALV. 10 GAGE SHEET METAL COVER OR " STEEL PLATE18" STEEL PLATE
AutoCAD SHX Text
T/GRTG. EL. SEE DESIGN DWGS.
AutoCAD SHX Text
GRATING COVER (6" LARGER THAN FLOOR OPNG)
AutoCAD SHX Text
GRATING OPENING DIA. (FOR DIA. SEE DESIGN DRAWING)
AutoCAD SHX Text
D (SEE DESIGN DWG.)
AutoCAD SHX Text
(PIPE, DUCT, INSULATION FLANGE, ETC. DIA.)
AutoCAD SHX Text
BANDING BAR OR 316" TOE BAR
AutoCAD SHX Text GRATING FABRICATOR SHALL FURNISH FULL PANEL SPLIT AT OF OPENING. STEEL ERECTOR SHALL TEMPLATE OPENING AS REQ'D. AFTER PIPE OR DUCT IS IN PLACE, CUT AND BAND OPENING IN FIELD TO SUIT.
AutoCAD SHX Text
SPLIT FLOORING AT OPENINGS WHEN PLATFORM IS REMOVABLE
AutoCAD SHX Text L2x2x x 2'-6" MIN. 14 x 2'-6" MIN. AT ALL UNFRAMED OPENINGS GREATER THAN 10" DIA.
AutoCAD SHX Text
GRATING
AutoCAD SHX Text
BOLTS AND SADDLE CLIPS (TYP.)
AutoCAD SHX Text STEEL ERECTION CONTRACTOR TO SUPPLY AND INSTALL 38" THICK PLATE AS REQ'D TO SUPPORT GRATING (TYP)
AutoCAD SHX Text
PIPE SUPPORT
AutoCAD SHX Text
GRATING
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
38" THICK PLATE AS REQ'D TO SUPPORT GRATING (TYP.) (BY STEEL FABRICATOR)
AutoCAD SHX Text
POST
AutoCAD SHX Text
GRATING
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
CAGE
AutoCAD SHX Text
RUNGS
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
BANDING BAR
AutoCAD SHX Text
SAME NOSING AS FOR TREADS
AutoCAD SHX Text
STAIR WIDTH SEE DESIGN DRAWING
AutoCAD SHX Text
SEE
1. FOR GENERAL NOTES AND ABBREVIATIONS SEE DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS SEE DWG. HDR-0001-S00-001. 2. OPENINGS AND CUT-OUTS ARE SHOWN FOR GRATING. OPENINGS AND CUT-OUTS ARE SHOWN FOR GRATING. 3. GRATING SHALL BE EITHER HOT-DIP GALVANIZED, ALL-WELDED SERRATED GRATING SHALL BE EITHER HOT-DIP GALVANIZED, ALL-WELDED SERRATED STEEL GRATING WITH 1 "x " BEARING BARS AT 1 " CENTERS AND 14"x " BEARING BARS AT 1 " CENTERS AND 316" BEARING BARS AT 1 " CENTERS AND 316" CENTERS AND CROSS BARS AT 4" CENTERS (U.O.N.) OR FRP GRATING 1 " PULTRUDED 14" PULTRUDED RATED FOR 100 PSF LIVE LOAD AT 5'-0" SPAN MAXIMUM BY (VENDOR). REFER TO DESIGN DRAWINGS. 4. STEEL GRATING SHALL BE SECURED TO THE SUPPORTING MEMBERS WITH STEEL GRATING SHALL BE SECURED TO THE SUPPORTING MEMBERS WITH GALVANIZED G-CLIPS. NOT LESS THAN FOUR FASTENERS PER SECTION OF GRATING SHALL BE PROVIDED. GRATING FASTENERS REQUIRED FOR FIELD ERECTION SHALL BE SUPPLIED BY FABRICATOR. 5. FRP GRATING SHALL BE SECURED TO THE SUPPORTING MEMBERS WITH FRP GRATING SHALL BE SECURED TO THE SUPPORTING MEMBERS WITH STAINLESS STEEL TYPE 316 FASTENERS AND HARDWARE SUPPLIED BY (VENDOR) 6. THE LOCATIONS OF GRATING CUT-OUTS LARGER THAN OR EQUAL TO 6" THE LOCATIONS OF GRATING CUT-OUTS LARGER THAN OR EQUAL TO 6" DIAMETER ARE INDICATED ON DESIGN DRAWINGS. GRATING CUT-OUTS LESS THAN 6" DIAMETER SHALL BE CUT IN THE FIELD (U.O.N.). 7. TOE PLATES OR TOE ANGLE SHALL BE CONTINUOUS AROUND CORNERS. TOE PLATES OR TOE ANGLE SHALL BE CONTINUOUS AROUND CORNERS. 8. TOE PLATE IS REQUIRED ALONG EDGES OF PLATFORMING WHERE THERE IS TOE PLATE IS REQUIRED ALONG EDGES OF PLATFORMING WHERE THERE IS A GIRT LINE. 9. G-CLIPS OR HILTI GRATING FASTENERS DISC DESIGNATION X-FCM-M AND G-CLIPS OR HILTI GRATING FASTENERS DISC DESIGNATION X-FCM-M AND GRATING THREADED STUD X-CRM8-15-12 SPACING PER MANUFACTURER'S RECOMMENDATIONS OR APPROVED EQUAL
AutoCAD SHX Text
NOTE 8
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
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12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
STANDARD STEEL STAIRS DETAILS
HDR-0001-S00-005 0
AS NOTED 1 of 1
FOR
CONSTRUCTION
AutoCAD SHX Text
1. FOR GENERAL NOTES AND ABBREVIATIONS SEE DWG. FOR GENERAL NOTES AND ABBREVIATIONS SEE DWG. HDR-0001-S00-001. 2. STAIR STRINGERS SHALL BE C10x15.3 U.O.N. ON DESIGN DRAWINGS. 3. ALL STAIR TREADS SHALL BE FRP TREADS BY (VENDOR) AND SHALL BE FURNISHED WITH A NON-SLIP NOSING (U.O.N.). TREADS HARDWARE SHALL BE STAINLESS STEEL TYPE 316 MATERIAL. 4. EFFECTIVE TREAD WIDTH AND LENGTH SHALL BE AS SHOWN ON DESIGN DRAWINGS. CONTRACTOR SHALL VERIFY IN FIELD. 5. STAIR TREADS SHALL BE FIELD ASSEMBLED TO STRUCTURAL STEEL STRINGERS, UNLESS OTHERWISE SPECIFIED BY FRP VENDOR. 6. MINIMUM THICKNESS OF CONNECTION ANGLES SHALL BE ". 38". 7. SHOP CONNECTION MAY BE WELDED OR BOLTED. 8. STRINGER CONNECTIONS TO STRUCTURAL STEEL SHALL BE MADE WITH " DIA. HIGH STRENGTH BOLTS. 34" DIA. HIGH STRENGTH BOLTS. 9. STRINGER CONNECTIONS TO CONCRETE SHALL BE MADE WITH " 58" DIA. EXPANSION BOLTS, HILTI KWIK BOLT TZ FURNISHED BY STEEL ERECTOR.
AutoCAD SHX Text
TYPICAL PARTIAL STAIR ELEVATION
AutoCAD SHX Text
T/PLATF.
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text
T/PLATF.
AutoCAD SHX Text
(C) STRINGER
AutoCAD SHX Text M.S.
AutoCAD SHX Text M.S.
AutoCAD SHX Text
CHK. PL. NOSING OR FRP, AS APPLICABLE
AutoCAD SHX Text
(C) STRINGER
AutoCAD SHX Text L2 x2 x 12x2 x 12x 38
AutoCAD SHX Text
(C) WHEN SHOWN ON DESIGN DRAWINGS (TYPICAL)
AutoCAD SHX Text
TOE PL.
AutoCAD SHX Text
NOSING LINE
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text TYPICAL CONNECTIONS AT EDGE OF PLATFORMS (CONNECTIONS SIMILAR AT HEAD AND FOOT OF STAIRS, U.O.N.)
AutoCAD SHX Text
PLATFORM WITH GRATING
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
(C) STRINGER
AutoCAD SHX Text
SEE NOTE 3
AutoCAD SHX Text W.P.
AutoCAD SHX Text
T/GRTG.
AutoCAD SHX Text
(W) OR (C)
AutoCAD SHX Text
38"PL.
AutoCAD SHX Text
PLATFORM WITH PLATE
AutoCAD SHX Text
(HEAD OF STAIRS)
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(C) STRINGER
AutoCAD SHX Text W.P.
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T/PL.
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BEAM
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38"PL.
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(W) OR (C)
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SEE NOTE 3
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(L) WHEN SHOWN ON DESIGN DRAWINGS
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(FOOT OF STAIRS)
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(C) STRINGER
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BEAM
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T/PL.
AutoCAD SHX Text W.P.
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(L) WHEN SHOWN ON DESIGN DRAWINGS
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(W) OR (C)
AutoCAD SHX Text
38"PL.
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TYPICAL CONNECTIONS AT FOOT OF STAIRS
AutoCAD SHX Text
PLATFORM
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
(C) STRINGER
AutoCAD SHX Text W.P.
AutoCAD SHX Text
T/PLATF.
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(W) OR (C)
AutoCAD SHX Text L3x3x 38
AutoCAD SHX Text
(C) STRINGER
AutoCAD SHX Text L4x3x (LLH) 38 (LLH) (2 "GA.)12"GA.)
AutoCAD SHX Text
34"DIA. HOLE FOR 58"DIA. EXP. BOLT (SEE NOTE 9)
AutoCAD SHX Text W.P.
AutoCAD SHX Text
T/C SLAB
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
RUNG DETAIL
LADDER TO GRATING
CONNECTION
SLIDING SUPPORT LS-4
NOTES:
FIXED SUPPORT LS-3
SLIDING SUPPORT LS-2FIXED SUPPORT LS-1
PLAN SUPPORT
ON STRUCTURE
PLAN LADDER ON VESSEL
SIDE STEP
LADDER
STEP THRU
LADDER
TYP. ELEVATION
LADDER BOTTOM
CONNECTION TO STEEL BEAM
LADDER BOTTOM CONNECTION (B-1)
A
A
SECTION
COVANTA PINELLAS
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
A
B
C
D
12345678
A
B
C
D
SCALE SHEET
SIZE DWG NO. REV
DATEAPPDESCRIPTIONREV REVCHKDRN
D
12470 TELECOM DR, SUITE 401
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
PROFESSIONAL
ENGINEER
A ISSUED FOR REVIEW FJR REM GAZ FTP 02/28/22
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STRUCTURAL STEEL DRAWINGS
STANDARD LADDERS DETAILS
HDR-0001-S00-006 0
AS NOTED 1 of 1
FOR
CONSTRUCTION
LADDER SUPPORT SCHEDULE
LADDER
NUMBER AREA LOCATION DRAWING NUMBER SUPPORT
TYPE SUPPORT ELEVATION
AutoCAD SHX Text
PLATF./FLOOR/ LADDER PAD EL.
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PLATF./FLOOR EL.
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RUNG
AutoCAD SHX Text 1/8
AutoCAD SHX Text 1/8
AutoCAD SHX Text
GRIND SMOOTH
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SUPPORT
AutoCAD SHX Text 1316"DIA.xSLOT (LENGTH AS SHOWN) IN LADDER CLIP & 1316"DIA. HOLE IN VESSEL CLIP FOR "DIA. SHOULDER BOLT34"DIA. SHOULDER BOLT
AutoCAD SHX Text 1/4
AutoCAD SHX Text
38"PL.
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38"PL. (BY VESSEL FABRICATOR)
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SUPPORT
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(2)- "DIA. HOLES FOR 1316"DIA. HOLES FOR 34"DIA. BOLTS (NOTE 12)
AutoCAD SHX Text 1/4
AutoCAD SHX Text
38"PL.
AutoCAD SHX Text
38"PL. (BY VESSEL FABRICATOR)
AutoCAD SHX Text L5x3 x 12x 38
AutoCAD SHX Text
T/GRATING, T/PLATE OR T/C EL.
AutoCAD SHX Text 1316"DIA.x2" SLOT IN ANGLE 1316"DIA. HOLES IN SIDE RAIL FOR "DIA. SHOULDER BOLTS34"DIA. SHOULDER BOLTS
AutoCAD SHX Text
1316"DIA. HOLE FOR 34"DIA. BOLT TO STEEL
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34"DIA. HOLE FOR 58"DIA. EXP BOLT TO CONC.
AutoCAD SHX Text
SUPPORT
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(2)- "DIA. HOLES 1316"DIA. HOLES FOR "DIA. BOLTS34"DIA. BOLTS
AutoCAD SHX Text
38"PL.
AutoCAD SHX Text 1/4
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
LS-1
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RUNG
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VESSEL
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VESSEL O.D.
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VESSEL
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VESSEL
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LS-3 OR LS-4
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BY VESSEL FABRICATOR
AutoCAD SHX Text U.O.N.
AutoCAD SHX Text
3'-6' STEP THRU OR 4'-0" SIDE STEP
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FIXED SUPPORT (SEE TOP LADDER CONNECTIONS TO STEEL OR CONNECTIONS)
AutoCAD SHX Text
TOP OF RAILING
AutoCAD SHX Text
SLIDING SUPPORT
AutoCAD SHX Text
HANDRAIL AT EDGE OF ELEVATED PLATFORM
AutoCAD SHX Text
1. FOR GENERAL NOTES AND ABBREVIATIONS SEE DWG. HDR-0001-S00-001. FOR GENERAL NOTES AND ABBREVIATIONS SEE DWG. HDR-0001-S00-001. 2. LADDERS ARE DESIGNED AS HANGING WITH TOP SUPPORT FIXED AND INTERMEDIATE AND LADDERS ARE DESIGNED AS HANGING WITH TOP SUPPORT FIXED AND INTERMEDIATE AND BOTTOM SUPPORTS SLIDING. 3. LADDER SIDE RAILS SHALL BE AS FOLLOWS: LADDER SIDE RAILS SHALL BE AS FOLLOWS: 2 "x " BAR (SUPPORT SPACING TO 10 FT.) 12"x " BAR (SUPPORT SPACING TO 10 FT.) 38" BAR (SUPPORT SPACING TO 10 FT.) BAR (SUPPORT SPACING TO 10 FT.) 3"x " BAR (SUPPORT SPACING FROM 10 FT. TO 20 FT.) 38" BAR (SUPPORT SPACING FROM 10 FT. TO 20 FT.) BAR (SUPPORT SPACING FROM 10 FT. TO 20 FT.) 4"x " BAR (SUPPORT SPACING FROM 20 FT. TO 30 FT.) 38" BAR (SUPPORT SPACING FROM 20 FT. TO 30 FT.) BAR (SUPPORT SPACING FROM 20 FT. TO 30 FT.) 4. LADDER RUNGS SHALL BE " DIAMETER RODS. LADDER RUNGS SHALL BE " DIAMETER RODS. 34" DIAMETER RODS. 5. CENTERLINE OF TOP RUNG SHALL BE AT TOP OF PLATFORM ELEVATION. CENTERLINE OF TOP RUNG SHALL BE AT TOP OF PLATFORM ELEVATION. 6. FOR LADDER SUPPORT LOCATIONS, SEE DESIGN DRAWINGS. FOR LADDER SUPPORT LOCATIONS, SEE DESIGN DRAWINGS. 7. CONNECTIONS TO STRUCTURAL STEEL SHALL BE MADE WITH " DIAMETER HIGH STRENGTH CONNECTIONS TO STRUCTURAL STEEL SHALL BE MADE WITH " DIAMETER HIGH STRENGTH 34" DIAMETER HIGH STRENGTH BOLTS (U.O.N.). 8. CONNECTIONS TO CONCRETE SHALL BE MADE WITH " DIAMETER EXPANSION BOLTS FURNISHED CONNECTIONS TO CONCRETE SHALL BE MADE WITH " DIAMETER EXPANSION BOLTS FURNISHED 58" DIAMETER EXPANSION BOLTS FURNISHED BY STEEL ERECTOR. 9. SELF-CLOSING SAFETY SWING GATES SHALL BE FABENCO, INC., MODEL G72-33, ASTM A36 SELF-CLOSING SAFETY SWING GATES SHALL BE FABENCO, INC., MODEL G72-33, ASTM A36 GALVANIZED STEEL WITH STAINLESS STEEL SPRING SWING GATE, AS MANUFACTURED BY FABENCO, INC., HOUSTON, TX 77092. 10. FIXED LADDERS THAT EXTEND MORE THAN 24 FEET ABOVE A LOWER LEVEL SHALL BE EQUIPPED FIXED LADDERS THAT EXTEND MORE THAN 24 FEET ABOVE A LOWER LEVEL SHALL BE EQUIPPED WITH A PERSONAL FALL ARREST SYSTEM OR A LADDER SAFETY SYSTEM. 11. PERSONAL FALL ARREST SYSTEM SHALL BE A BODY HARNESS, A VERTICAL LIFELINE, PERSONAL FALL ARREST SYSTEM SHALL BE A BODY HARNESS, A VERTICAL LIFELINE, ANCHORAGES OR OSHA APPROVED EQUAL, AND IS REQUIRED WHEN VERTICAL DROPS ARE 6 FEET OR MORE. 12. LADDER SAFETY SYSTEM SHALL BE CABLE CLIMBING SYSTEM OR VERTICAL ACCESS LADDER LADDER SAFETY SYSTEM SHALL BE CABLE CLIMBING SYSTEM OR VERTICAL ACCESS LADDER SYSTEM KIT BY HONEYWELL-MILLER OR DBI SALA LAD-SAF CABLE SAFETY SYSTEM BY 3M OR OSHA APPROVED EQUAL. 13. WHEN A FIXED LADDER, CAGE OR WELL, OR ANY PORTION OF A SECTION THEREOF, IS WHEN A FIXED LADDER, CAGE OR WELL, OR ANY PORTION OF A SECTION THEREOF, IS REPLACED, A PERSONAL FALL ARREST OR LADDER SAFETY SYSTEM IS INSTALLED IN AT LEAST THAT SECTION OF THE FIXED LADDER, CAGE OR WELL WHERE THE REPLACEMENT IS LOCATED.
AutoCAD SHX Text
SIDE BAR
AutoCAD SHX Text L3 "x3 "x "12"x3 "x "12"x "38"
AutoCAD SHX Text 1/4
AutoCAD SHX Text
AutoCAD SHX Text
SIDES
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GRATING
AutoCAD SHX Text PL "x3"x3" 38"x3"x3" WITH " BOLT34" BOLT
AutoCAD SHX Text
SIDE BAR
AutoCAD SHX Text L3 "x3 "x "12"x3 "x "12"x "38"
AutoCAD SHX Text 1/4
AutoCAD SHX Text
AutoCAD SHX Text
SIDES
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GRATING
AutoCAD SHX Text
W BEAM
AutoCAD SHX Text PL "x3"x3" 38"x3"x3" WITH " BOLT34" BOLT
AutoCAD SHX Text
MIN. CLEAR OF ALL PROJECTIONS
AutoCAD SHX Text
LADDER LADDER (SEE SCHEDULE)
AutoCAD SHX Text NOTE: LADDER CONNECTIONS TO CONCRETE SHALL BE MADE WITH " DIA. 58" DIA. EPOXY ANCHORS AND SHALL BE FULLY THREADED RODS WITH ONE END CHAMFERED. INSTALL WITH HILTI HIT-RE 500-V3 EPOXY ADHESIVE AND FOLLOW ALL MANUFACTURERS INSTALLATION INSTRUCTIONS. FURNISHED FURNISHED BY STEEL ERECTOR. LOCATED IN FIELD.
AutoCAD SHX Text PROVIDE ITW RAMSET/RED HEAD MULTI-SET II DROP-IN ANCHORS TYPE RM-12 WITH THREADED RODS AT EACH CORNER.
AutoCAD SHX Text
T/EXISTING SLAB EL. 0'-0"
AutoCAD SHX Text
#4@12"O.C.± AND 3"FROM EDGE
AutoCAD SHX Text
LADDER LADDER (SEE SCHEDULE)
AutoCAD SHX Text
(FIELD ADJUSTED)
AutoCAD SHX Text
(2) "DIA. EPOXY ANCHOR. 58"DIA. EPOXY ANCHOR. (SEE NOTE BELOW)
AutoCAD SHX Text
SIDE BARS (L 2 "X2 "X ")12"X2 "X ")12"X ")38")
AutoCAD SHX Text
L3"X3"X " 38" (3" LENGTH) (BOTH SIDE BARS)
AutoCAD SHX Text
3 SIDES
AutoCAD SHX Text 1/4
AutoCAD SHX Text L-101
AutoCAD SHX Text
SDA AREA
AutoCAD SHX Text
HDR-0001-S20-102
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. EL. 14'-1"
AutoCAD SHX Text B-1
AutoCAD SHX Text
AT T/CONC. EL. +0'-8"
AutoCAD SHX Text L-201
AutoCAD SHX Text
BAG HOUSE #1
AutoCAD SHX Text
HDR-0001-S20-225
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. 14'-1"
AutoCAD SHX Text B-1
AutoCAD SHX Text
AT T/CONC. EL. +0'-8"
AutoCAD SHX Text L-202
AutoCAD SHX Text
BAG HOUSE #3
AutoCAD SHX Text
HDR-0001-S20-227
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. EL. 14'-1"
AutoCAD SHX Text B-1
AutoCAD SHX Text
AT T/CONC. EL. +0'-8"
AutoCAD SHX Text L-203
AutoCAD SHX Text
BAG HOUSE #1
AutoCAD SHX Text
HDR-0001-S20-225
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. 30'-7 "916"
AutoCAD SHX Text
LS-2
AutoCAD SHX Text
AT T/GRTG. 14'-1"
AutoCAD SHX Text L-204
AutoCAD SHX Text
BAG HOUSE #1
AutoCAD SHX Text
HDR-0001-S20-233
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. 50'-0 "716"
AutoCAD SHX Text
LS-2
AutoCAD SHX Text
AT T/GRTG. 30'-7 "916"
AutoCAD SHX Text L-205
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. 50'-0 "716"
AutoCAD SHX Text
LS-2
AutoCAD SHX Text
AT T/GRTG. 30'-7 "916"
AutoCAD SHX Text L-206
AutoCAD SHX Text
BAG HOUSE #3
AutoCAD SHX Text
HDR-0001-S20-235
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. 50'-0 "716"
AutoCAD SHX Text
LS-2
AutoCAD SHX Text
AT T/GRTG. 30'-7 "916"
AutoCAD SHX Text L-301
AutoCAD SHX Text
PLATFORM AT TOWER #2
AutoCAD SHX Text
HDR-0001-S20-302
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. EL. 31-7 "14"
AutoCAD SHX Text B-1
AutoCAD SHX Text
AT T/CONC. EL. +0'-8"
AutoCAD SHX Text
L-302 (6 PLCS.)
AutoCAD SHX Text
PLATFORMS AT TOWERS #1, #2 & # 3
AutoCAD SHX Text
HDR-0001-S20-306
AutoCAD SHX Text
LS-1
AutoCAD SHX Text
AT T/GRTG. 8'-8"
AutoCAD SHX Text B-1
AutoCAD SHX Text
AT T/CONC. EL. +0'-8"
0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 0 ISSUED FOR CONSTRUCTION FJR REM GAZ FTP 04/07/22 04/07/22
B
DETAIL
RPR-B
SCALE: 3"=1'-0"
C
DETAIL
RPR-C
SCALE: 3"=1'-0"
D
DETAIL
RPR-D
SCALE: 3"=1'-0"
A
DETAIL
RPR-A
SCALE: 3"=1'-0"
A
SIDE MOUNT HR TYPICAL
DETAIL AT STAIRS
SCALE: 3/4" = 1'-0"
(WORK WITH DWGS. HDR-0001-S20-104 & S20-105,
S20-222 THRU S20-238, AND S20-302 & S20-306)
PLAN VIEW
TOP MOUNT HR TYPICAL
DETAIL AT W-BEAMS
SCALE: 3/4" = 1'-0"
(WORK WITH DWGS. HDR-0001-S20-104 & S20-105,
S20-222 THRU S20-238, AND S20-302 & S20-306)
SIDE MOUNT HR TYPICAL
DETAIL AT "C" CHANNELS
SCALE: 3/4" = 1'-0"
(WORK WITH DWGS. HDR-0001-S20-104 & S20-105,
S20-222 THRU S20-238, AND S20-302 & S20-306)
A
SECTION
SCALE: 3/4"=1'-0"
SIDE MOUNT HR TYPICAL
DETAIL AT W-BEAMS
SCALE: 3/4" = 1'-0"
TYP.
(WORK WITH DWGS. HDR-0001-S20-104 & S20-105,
S20-222 THRU S20-238, AND S20-302 & S20-306)
PROFESSIONAL
ENGINEER
A
B
C
D
12345678
A
B
C
D
SCALE SHEET
SIZE DWG NO. REV
DATEAPPDESCRIPTIONREV REVCHKDRN
D
12906 TAMPA OAKS BLVD, SUITE 131
TEMPLE TERRACE, FLORIDA 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
COVANTA ENERGY
PINELLAS COUNTY RESOURCE RECOVERY FACILITY
STEEL REPLACEMENT AND REPAIR PROJECT
STEEL REPLACEMENT/REPAIR
SECTIONS AND DETAILS. SHEET 1 OF 4
HDR-0001-S40-001 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
3001 110 AVE NORTH, ST. PETERSBURG, FL. 33716
FOR
CONSTRUCTION
STRUCTURAL STEEL.
TYPICAL STEEL REPAIR DETAILS
SCALE:3" = 1'-0"
ENLARGED
WELDING DETAIL 1
SCALE: 6" = 1'-0"
ENLARGED
WELDING DETAIL 2
SCALE: 6" = 1'-0"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W1
AutoCAD SHX Text W1
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W1
AutoCAD SHX Text W1
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W3
AutoCAD SHX Text W3
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W3
AutoCAD SHX Text W3
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W1
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W1
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text W2
AutoCAD SHX Text
12" BOLTASSEMBLY B(VENDOR)
AutoCAD SHX Text
EXIST OR NEW BEAM (SEE PLAN)
AutoCAD SHX Text
FRP HANDRAIL POST & TOE-PL BY (VENDOR)
AutoCAD SHX Text
TOP & BOTT.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1 " GALV. STEEL 14" GALV. STEEL OR PULTRUDED FRP GRATING BY (VENDOR), AS APPLICABLE
AutoCAD SHX Text
PL "X6"X VARIES38"X6"X VARIES
AutoCAD SHX Text
T/S EL. SEE PLAN DWGS.
AutoCAD SHX Text
(MIN) (TYP.)
AutoCAD SHX Text
C10 STAIR STRINGER
AutoCAD SHX Text
(MIN)
AutoCAD SHX Text
T/S EL. SEE PLAN DWGS.
AutoCAD SHX Text
FRP HANDRAIL POST & TOE-PL BY (VENDOR)
AutoCAD SHX Text
FRP MOLDED STAIR TREAD BY (VENDOR)
AutoCAD SHX Text
12" BOLTASSEMBLY BY (VENDOR)
AutoCAD SHX Text
TOP & BOTT.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text PL "x6"x0'-10 "38"x6"x0'-10 "34"
AutoCAD SHX Text
916" HOLES FOR 12" BOLTS BY (VENDOR)
AutoCAD SHX Text
FRP HANDRAIL POST, BASE-PL AND TOE PLATE BY (VENDOR)
AutoCAD SHX Text
(2)- " ASSEMBLY 12" ASSEMBLYBOLT BY (VENDOR)
AutoCAD SHX Text
T/S EL. (SEE PLAN DWGS)
AutoCAD SHX Text 1 " GALV. STEEL 14" GALV. STEEL OR PULTRUDED FRP GRATING BY (VENDOR), AS APPLICABLE.
AutoCAD SHX Text
EXIST. OR NEW W-BEAM
AutoCAD SHX Text
EXIST. OR NEW W-BEAM
AutoCAD SHX Text
FRP HANDRAIL POST, BASE-PL AND TOE PLATE BY (VENDOR)
AutoCAD SHX Text
C (SEE PLAN DWGS.)
AutoCAD SHX Text
(MIN)
AutoCAD SHX Text
T/S EL. SEE PLAN DRAWINGS
AutoCAD SHX Text
FRP HANDRAIL POST & TOE-PL BY (VENDOR)
AutoCAD SHX Text 1 " GALV. STEEL OR 14" GALV. STEEL OR FRP PULTRUDED GRATING BY (VENDOR), AS APPLICABLE
AutoCAD SHX Text
12" BOLTASSEMBLY BY (VENDOR)
AutoCAD SHX Text
FRP HANDRAIL POST BY (VENDOR)
AutoCAD SHX Text
EXIST. OR NEW BEAM (SEE PLAN DRAWINGS)
AutoCAD SHX Text
TOP & BOTT.
AutoCAD SHX Text 1/4
AutoCAD SHX Text
PL "X6"X VARIES38"X6"X VARIES
AutoCAD SHX Text
(MIN)(TYP.)
AutoCAD SHX Text
T/S EL. SEE PLAN DWGS.
AutoCAD SHX Text NOTE: WORK THESE DETAILS WITH STEEL REPAIR TABLES. WORK THESE DETAILS WITH STEEL REPAIR TABLES. 1. SDA AREA: DWGS. HDR-0001-S40-101, S40-102 & S40-103. SDA AREA: DWGS. HDR-0001-S40-101, S40-102 & S40-103. 2. BAG HOUSES AREA: DWGS. HDR-0001-S40-201 THRU HDR-0001-S40-208. BAG HOUSES AREA: DWGS. HDR-0001-S40-201 THRU HDR-0001-S40-208. 3. BH DUCTS SUPPORTS AREA: DWGS. HDR-0001-S40-301 THRU HDR-0001-S40-307.BH DUCTS SUPPORTS AREA: DWGS. HDR-0001-S40-301 THRU HDR-0001-S40-307.
AutoCAD SHX Text
TYP.
AutoCAD SHX…
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