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yrFRNATI June 17, 2020
St. Lucie County Building Department JUN 2 2 2020
Attention: Mr. Doug Harvey
2300 Virginia Avenue ST. Lucie County, Permitting O
Ft. Pierce FL 34982
Email: harveyd@stiucieco.org cp
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Subject: Structural Steel Certification
V
For: Metal Building
Robert Jacquin Property
1013 Copenhaver Road
Ft. Pierce FL 34945
Project#:18-5750.00
Permit No: SLC-2001-0730
Representatives of GFA International, Inc. have performed structural steel inspections for the
above reference project in accordance with the permitted documents prepared by the Structural
Engineer of Record.
The inspectors included the following components:
• Structural Steel
• Bolted Connections
Based on our inspections, the construction of all structural steel components complies with the
permitted documents.
Should you have any questions, please do not hesitate to contact our office at(772) 924-3575.
Respectfully Submitted,
GFA International, Inc.
CA#4930
� pMINIC �,
Sp
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* No. 84146
STATE
�,�� '••.FLORID .•' G\ ��
Thai1 1� J�ontano, P.E.
Florida Reglsfered Engineer No. 84146
607 NW Commodity Cove • Port St. Lucie, Florida 34986 (772)924.3575 (772)924.3580(fax) www.team.gfa.com
OFFICES THROUGHOUT FLORIDA
i.
607 NW Commodity Cove,Port St.Lucie,Florida 34986 Phone: 72 924-3575 Fax: 72 924-3580
STRUCTURAL STEEL
INSPECTION REPORT
GFA PROJECT# 18-5750.00 OSP
RNATX
DATE Wednesday,June 10,2020
PROJECT Metal Building
1013 Copenhaver Road S M I T I w I TH F S
LOCATION Ft.Pierce FL 34945 DAY X
PERMIT NO. SLC-2001-0730
BRIGHT SUN CLEAR OVERCAST RAIN
OWNER Robert Jacquin WEATHER X
BELOW 60 60-75 75-90 ABOVE 90
CONTRACTOR TEMPERATURE X
LOW MODERATE HIGH Report No
ARCHITECT WIND X
LOW MODERATE HIGH 1
ENGINEER Dean Steel Building HUMIDITY X
MEMBERS/AREA INSPECTED: =Re-Inspection
Bolted connections for the pre-engineer building by Dean Steel Buildings, Inc.
THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED
CONTRACT DOCUMENTS AND ACCEPTED PRACTICES.
COMPLIES
YES NO N/A 7Lude
CMVED
x 1 MILL CERTIFICATION AND TEST REPORTS
x 2 DISTORTION,EXCESSIVE RUST,BURNED HOLES 2 2 2020
x 3 CAMBER
x 4 SIZE,THICKNESS,WEIGHT unty, Permitting
X 5 SPLICES
x 6 BOLTS IN ALL BOLT HOLES
x 7 ANCHOR BOLT SIZE,LENGTH,PLUMBNESS,EMBEDMENT,THREAD PROJECTION
x 8 HIGH TENSILE BOLT SIZE,LENGTH,TYPE,WASHERS,NUTS
x 9 BOLT TORQUEING
x 10 COLUMN ALIGNMENT,BASE PLATE SIZE AND FIT
x 11 GROUTING OF BASE PLATES
x 12 BAR-JOIST SIZE,SPACING,BEARING,CONDITION
X
13 BAR-JOIST BRIDGING AND BRACING
X
14 CORRUGATED ROOF DECK GAUGE,CONDITION,SIDE AND END LAPS
x 15 HEADED STUDS PLACEMENT AND WELDING
DISPOSITION OF INSPECTION:
FTlSection/Area Approved F_iWork In Progress Re-Inspection Required
COMMENTS/ACTION REQUIRED: I I I I I t
.00 nnMIN/c 4
•�Q—''i
�` nQ`.• ' GENS&
Inspection Perforil8 y: Jo$MnA,PHpLV:-.9R73_30
Inspection Certifel By: =6/10/2020
Thomas Dominic Montanye.R.
Registered Professienglio: P.E.84146
STATE OF
Certified Special Inspe /A,- s .P11
form revised 11/21/06 FBPE Certificate 149 49AAA14
, O'N
Environmental•Geotechnical•Construction Materials Testing•Special&Threshold Inspections•Plan Review&Cod mpliance
Florida's Leading Engineering Source
607 NW Commodity Cove,Port St Lucie,Florida 34986 Phone: 72 924-3575 Fax: 72 924-3580
` STRUCTURAL STEEL
INSPECTION REPORT
GFA PROJECT# 18-5750.00 o�Pv
RNAT�
DATE Wednesday,June 10,2020
PROJECT Metal Building
1013 Copenhaver Road S M T w TH F S
LOCATION Ft. Pierce FL 34945 DAY X
PERMIT NO. SLC-2001-0730
BRIGHT SUN CLEAR OVERCAST RAIN
OWNER Robert Jacquin WEATHER X
BELOW 60 60-75 75-90 ABOVE 90
CONTRACTOR TEMPERATURE X
LOW MODERATE HIGH Report No
ARCHITECT WINDI X
LOW MODERATE HIGH 1
ENGINEER Dean Steel Building HUMIDITY X
MEMBERS/AREA INSPECTED: =Re-Inspection
Bolted connections for the pre-engineer building by Dean Steel Buildings, Inc.
THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED
CONTRACT DOCUMENTS AND ACCEPTED PRACTICES.
COMPLIES
YES NO N/A
x 1 MILL CERTIFICATION AND TEST REPORTS
x 2 DISTORTION,EXCESSIVE RUST,BURNED HOLES
x 3 CAMBER
x 4 SIZE,THICKNESS,WEIGHT
x 5 SPLICES
x 6 BOLTS IN ALL BOLT HOLES
x 7 ANCHOR BOLT SIZE,LENGTH,PLUMBNESS,EMBEDMENT,THREAD PROJECTION
x 8 HIGH TENSILE BOLT SIZE,LENGTH,TYPE,WASHERS,NUTS
x 9 BOLT TORQUEING
x 10 COLUMN ALIGNMENT,BASE PLATE SIZE AND FIT
x 11 GROUTING OF BASE PLATES
x 12 BAR-JOIST SIZE,SPACING,BEARING,CONDITION
x 13 BAR-JOIST BRIDGING AND BRACING
x 14 CORRUGATED ROOF DECK GAUGE,CONDITION,SIDE AND END LAPS
x 15 HEADED STUDS PLACEMENT AND WELDING
DISPOSITION OF INSPECTION:
Section/Area Approved F_iWork In Progress =Re-Inspection Required
COMMENTS/ACTION REQUIRED:
- IONIC A
Inspection Performed V Jose llA I ,y,Bfy
Inspection Certifiea Icy:, 6-0/2020
:Thomas Dominic Monta of P —
Registered ProfessiongLtlO:'P.E.84146 Au
STATE OF
Certified Special Inspector'I ZWA
lo, JI
form revised 11/21/06 FBPE Certificate Nd""*/ ... ,.
Environmental Geatechnical Construction Materials Testing•Special&Threshold Inspections•Plan Review&Code 69nilpUnU
Florida's Leading Engineering Source
607 NW Commodity Cove,Port St Lucie,Florida 34986 ! Phone: 72 924-3575 Fax: 72 924-3580
STRUCTURAL STEEL
INSPECTION REPORT
GFA PROJECTS 18-5750.00 rF��o�iP�'
RNAT%
DATE Wednesday,June 10,2020
PROJECT Metal Building
1013 Copenhaver Road S I M I T I W I TH I F I S
LOCATION Ft. Pierce FL 34945 DAY X
PERMIT NO. SLC-2001-0730
BRIGHT SUN CLEAR OVERCAST RAIN
OWNER Robert Jacquin WEATHER X
BELOW 60 60-75 75-90 ABOVE 90
CONTRACTOR TEMPERATURE X
LOW MODERATE HIGH Report No
ARCHITECT WINDI X
LOW MODERATE HIGH 1
ENGINEER Dean Steel Building HUMIDITY X
MEMBERS/AREA INSPECTED: �Re-inspection
Bolted connections for the pre-engineer building by Dean Steel Buildings, Inc.
THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED
CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. =Coun
COMPLIES YES NO N/A
x 1 MILL CERTIFICATION AND TEST REPORTS1 2020
x 2 DISTORTION,EXCESSIVE RUST,BURNED HOLES
x 3 CAMBER
X 4 SIZE,THICKNESS,WEIGHT
x 5 SPLICES
x 6 BOLTS IN ALL BOLT HOLES
x 7 ANCHOR BOLT SIZE,LENGTH,PLUMBNESS,EMBEDMENT,THREAD PROJECTION
x 8 HIGH TENSILE BOLT SIZE,LENGTH,TYPE,WASHERS,NUTS
x 9 BOLT TORQUEING
x 10 COLUMN ALIGNMENT,BASE PLATE SIZE AND FIT
x 11 GROUTING OF BASE PLATES
x 12 BAR-JOIST SIZE,SPACING,BEARING,CONDITION
x 13 BAR-JOIST BRIDGING AND BRACING
x 14 CORRUGATED ROOF DECK GAUGE,CONDITION,SIDE AND END LAPS
x 15 HEADED STUDS PLACEMENT AND WELDING
DISPOSITION OF INSPECTION:
Section/Area Approved =Work In Progress =Re-Inspection Required
COMMENTS/ACTION REQUIRED:
i
Inspection Performed .;losean A. Duprey,B 30
Inspection Certifitedyf 110/2020
: Thomas DW' inic Montano,P.E.—
Registered ProfessionaLbol. P.E.84146 : jx—
Certified Special Inspecta�j�6- til/A STATE OF
form revised 11/21/06 FBPE Certificate kg RCORIDP, \\�
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Environmental Geotechnical•Construction Materials Testing•Special&Threshold Inspections•Plan Review 66dejc�o PljapV
Florida's Leading Engineering Source