Lighting_Protection_Site_Layout.pdf
PDF 9 MB Posted
- Solicitation number
- 26-P-00192
- Issued by
- Hillsborough County, Florida
About this file
Lightning Protection Site Layout Documentation and McKay Bay WTE Facility Procurement Summary
This collection consists of technical construction drawings and related procurement documentation for the City of Tampa's lightning protection installation project at the McKay Bay Waste to Energy Facility in Hillsborough County, Florida. The project involves designing and installing a comprehensive lightning protection dissipation system across all plant structures excluding the main exhaust stack, with the new system connecting to an existing grounding ring that must be verified for functionality during installation. The work encompasses 126 stainless steel Class II air terminals (24-inch design), tinned copper conductors and connectors, and grounding infrastructure distributed across five facility areas: the Ash Building and Ash Conveyor (35 air terminals, 6 down conductors), Cooling Tower and piping (10 air terminals, 7 ground rods, 4 down conductors), Turbine Island (19 air terminals with 2 stanchions, 6 down conductors), Storage Warehouse (7 air terminals, 4 down conductors), and Administration and Tipping Buildings (50 total air terminals, 9 down conductors). The mandatory pre-bid meeting and site inspection are scheduled for 11:00 a.m. on April 2, 2026, at the facility's 4th Floor Conference Room, with sealed bids due by 3:00 p.m. on Friday, April 24, 2026, and public opening thereafter; contract award will be made within 120 days of bid opening.
This procurement is designated as a sheltered market opportunity for Small Local Business Enterprises (SLBEs), with certified SLBE bidders eligible to receive a 5 percent bid discount for evaluation purposes not to exceed $10,000. Required bidder qualifications include a minimum of five years' experience in lightning protection installations, Florida Certified Electrical Contractor licensure, evidence of no contract terminations for default within the past five years, and comprehensive insurance coverage including Commercial General Liability ($1 million per occurrence, $2 million aggregate), Automobile Liability ($500,000 to $1 million combined single limit), Worker's Compensation per Florida law, and Excess Liability insurance for contracts exceeding $2 million. The estimated total project cost is approximately $190,700 to $200,000 based on the City's budget allocation. All work must achieve compliance with National Fire Protection Agency (NFPA) 780 and Underwriters Laboratories (UL) 96A standards, with grounding system resistance testing limited to 5 ohms or less. Bidders must submit hourly labor rates for foreman, electrician, and laborer positions, optional pricing for grounding ring replacement if needed, and parts markup not exceeding 10 percent, with all assigned personnel required to obtain Port of Tampa passes and comply with comprehensive Environmental, Health, and Safety requirements specific to the facility.
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. 8-1-20240ISSUED FOR CONSTRUCTIONA
1 = 240
1" = 20'-0".
CASE ENGINEERING
LAKELAND, FLORIDA
NO. BYREVISION DATE ISSUE DRAWING HISTORY REV. DATE
PLOT SCALE
DRAWING NO.
DWG. SCALE
DSGN. BY
REV.
DRAWN BY
CHECKED BY
APPROVED BY
CLIENT APPVL
LAST UPDATEUSER CADFILE
CERTIFICATE OF AUTHORIZATION NO. 2270
Concrete Footer
Top=28.05'
Guard Post
15.70'
Top=26.64'
15.65'
Base=27.2 5'
Light Pole
F.H.
Conc. Footer
Conc. Slab with 8" curb.
N
SITE PLAN
1" = 20'-0"
RELOCATED BUILDING
DAVID L. NEDERVELD
PROFESSIONAL ENGINEER
PROFESSIONAL LICENSE NUMBER
16820
CASE ENGINEERING, INC
2211 SOUTH FLORIDA AVE.
LAKELAND, FLORIDA 33803
863-661-5590
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES
RE
7000-RB-001
7-10-2024DLN7-10-2024
SITE PLAN
RELOCATED BUILDING
TAMPA, FLORIDA
CITY OF TAMPA - McKAY BAY
NEW FOUNDATION FOR
RELOCATED BUILDING
(SEE DWGS. 002 & 003)
T/C EL. 10'-2"
T/C EL. 10'-5"
RAMP
GROUND ROD
(TYP. 6 PLACES)
Project Architect:
Project Engineers:
Revisions
No. Description Date
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Project Location:
Project Name:
Project Number:
TAMPA, FLORIDA 33605-6260
City of Tampa
Professional Engineer:
Drawing Number:
Drawing Title:
Designed by:
Drawn by:
Checked by:
QC By
G-M-DWG-2002
CIRCULATING WATER
SYSTEM
COOLING TOWER & CIRC
WTR PUMP AREA
PIPING PLAN VIEW
DMA
RMH
REQ
NORTH
PIPING PLAN VIEW
SCALE: 1/4" = 1'-0"
SEE DWG. 2003
MATCH-LINE
B
C
SEE DWG. 2005
ENLARGED PIPING PLAN
107 North 34th Street
21-C-00015
12470 TELECOM DRIVE, SUITE 101E
TEMPLE TERRACE, FL 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
0 12-01-23
McKay Bay Waste to Energy Facility Upgrades
Issued for Construction
Record Drawings
Issue Date: 08-30-2024
1 08-30-24Issued for Record
Project Architect:
Project Engineers:
Revisions
No. Description Date
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Project Location:
Project Name:
Project Number:
TAMPA, FLORIDA 33605-6260
City of Tampa
Professional Engineer:
Drawing Number:
Drawing Title:
Designed by:
Drawn by:
Checked by:
QC By
G-M-DWG-2003
CIRCULATING WATER
SYSTEM
PIPE BRIDGE AREA
PIPING PLAN
STM
RMH
REQ
12470 TELECOM DRIVE, SUITE 101E
TEMPLE TERRACE, FL 33637
FLORIDA CERTIFICATE OF REGISTRATION NO. P16327
NORTH
PIPING PLAN VIEW
SCALE: 1/4" = 1'-0"
SEE DWG. 2002
MATCH-LINE
SE
E
D W
G . 2
M
AT
C H
-L
IN
E
D
107 North 34th Street
21-C-00015
0 12-01-23
McKay Bay Waste to Energy Facility Upgrades
Issued for Construction
Record Drawings
Issue Date: 08-30-2024
1 08-30-24Issued for Record
VP ERECTION GUIDES:
BASIC ERECTION GUIDE 4001
BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003
SSR ROOF PANEL ERECTION GUIDE 4005
JOBNO
LOCATION
CUSTOMER
BUILDER
PROJECT
BUILDERS PO#
VP BUILDINGS
VARCO PRUDEN
DATE
DRAWN / CHECK
PAGE
VPC VERSION:
FILENAME
VP Buildings 3200 Players Club Circle Memphis TN 38125
Codes and Loads
Standard Erection Details Special Drawings Covering Secondary Structural Primary Structural Anchor Rod Plan
Cover Sheet
PAGESDRAWING TITLE
DRAWING INDEX
DESCRIPTIONDATETYPE
DRAWING RELEASE HISTORY
DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS
"SNUG-TIGHT" EXCEPT AS FOLLOWS;
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND
FLANGE BRACES.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION.
SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR
CONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
REVERSALS ON CONNECTIONS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY
RUSTED SURFACES ARE ACCEPTABLE.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN
ERECTION DRAWING DETAILS.
HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50
3 PLATE WELDED SECTIONS
COLD FORMED LIGHT GAGE SHAPES
BRACE RODS
HOT ROLLED MILL SHAPES
CLADDING A653, A792
A36, A529, A572, A588, A992 A572, A510 A653, A1011
A529, A572, A1011, A1018 GRADE 55
GRADE 60
GRADE 50
GRADE 36 OR 50
GRADE 50 OR GRADE 80
ASTM DESIGNATION
GENERAL NOTES
MATERIALS
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE BR
a division of BlueScope Buildings North America, Inc.
VP BUILDINGS
VARCO PRUDEN
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP
BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL
NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP
BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL
NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP
BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL
NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP
AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN
OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO
ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
Planograph Details
Notes
D
INSPECTION AND TESTING
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP
BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL
NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP
AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN
OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO
ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS
AC472 ACCREDITATION.
COVER SHEET
CANCO GENERAL CONTRACTORS, INC
McKay Bay
Tampa, Florida
McKay Bay
23-016047-01
02/01/2024
LIZJ
McKay Bay - P&T 4 2023.4
FM
15:16:061/9/2024
Approval Drawings Rev0 11/29/2023 FOR APPROVAL- NOT FOR CONSTRUCTION
12/22/2023Anchor Rod Drawings Rev0 FOR CONSTRUCTION
02/01/2024Erection Drawings Rev 0 FOR CONSTRUCTION
4-5
6-17
18-27
28-35
36-40
Erection Drawings Rev 1 Pages:
FOR CONSTRUCTION02/21/2024
8-16,18,21,23-24,27,32 &35
JLK - 02/23/2024
Erection Drawings Rev 2 (pg 18, 20, 22, 27) 02/28/2024 FOR CONSTRUCTION
Erection Drawings Rev 3 (pg 29-32) 03/05/2024 FOR CONSTRUCTION
Erection Drawings Rev 4 (pg 28,33,35) 04/01/2024 FOR CONSTRUCTION
W. Jason Clymer, P.E. No. 86967 BlueScope Buildings
7031 Albert Pick Rd., Suite 200 Greensboro, NC 27409
04/03/2024
No. 86967
LICENSE
Id Covering Mark Schedule
Qty Start Panel Qty Stagger/Last PanelDirection #15 43 S43102222X02 43 S40072222X02 Left to Right #16 43 S45100222X02 43 S45100222X02 Left to Right #17 43 S23010222X02 43 S26040222X02 Left to Right
Id Covering Schedule
Qty Start Length Qty Stagger LengthType Gage OP Fin. Color
#15 43 43'-10 1/4" 43 40'-7 1/4" SSR 22 2 X 02
#16 43 45'-10" 43 45'-10" SSR 22 2 X 02
#17 43 23'-1" 43 26'-4" SSR 22 2 X 02
Oper. Code:2=SQ,SQ Finish:X=KXL (Kynar) Color:02=Cool Cotton White Both Sides
Id Trim Schedule
Parts Color Details T1 MCC1 Cool Cotton White RC38AJ T2 BS1,FPRF1,GGC1,MCC1 Cool Cotton White RC38N1 T3 (8)EG201,EG121,(2)GGC1,(17)PCA10A,PCA05A,(45)STR4 Cool Cotton White RC32A1,RC38E1,RC61A6,RCV324,RCV536,WC04G1,WC11F1 T4 (12)RFR10-33,(5)RKF20,RKF16,(12)GAGLNX106,(12)GAGLNX107 Cool Cotton White RC10A1,RC30A1,RS10L5 T5 (18)HSEP1,(18)RFR10-33,(8)RKF20,RKF16 Cool Cotton White RC00A1,RCV420,RCV421,RCV422,RCV423,RCV531
1 1'-9" Starter Panel (Cut Dim. = 1'-10") Dimension Key
HIGH SIDE
Note:
-Anytime a SED calls for 80507 sealant, use 016688 instead.
Note:
-Field locate and field cut panels as required for the roof top units.
*Note:
-SED RC10A1 calls for part RSB10 use GAGLNX106 instead and when it calls for RSC10 use GAGLNX107 instead
LOW SIDE
171'-6"
1 1
(86)#15
(86)#16
(86)#17
T1 T1
T2 T2T3
T
T
T5
ROOF COVERING PLAN
1 B L
2 B L
A
BL
H
BL
GFEDCB
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings 3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D ROOF COVERING PLAN
CANCO GENERAL CONTRACTORS, INC
McKay Bay Tampa, Florida McKay Bay
23-016047-01
02/01/2024
FPR
McKay Bay - P&T 4
2023.4NTS
EG
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = Ash Management
14:45:291/22/2024
RTU RTU RTU
*Note:
-At sub purlins for RTU panels will not be attached
4 4/1/2024 JAZ Changed Cut Dimension
SEE EN52D1 for CUT
DIMENSION INSTRUCTIONS
Field Attach RTU Units to Purlin Runs and Sub Purlins as needed. Attahcment NBVP
DO NOT- add SSR clips at Sub Purlins under RTU UNITS Only
W. Jason Clymer, P.E. No. 86967 BlueScope Buildings
7031 Albert Pick Rd., Suite 200 Greensboro, NC 27409
04/03/2024
No. 86967
LICENSE
As Built Proprietary
As Built Proprietary
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