Tropical Chevrolet, 01-02-23 UES No 198687 SPECIAL insp rept #060 (Quik Lube & Lobby roof framing) - GDZProject No.: 2110.2100049
Report No.: 198687
Date: January 2, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-060
CN: GDZ Page 1 of 6
cc: 1 − Job Site; 1 − Client; 1
The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H-18.11, Chapter 471, Florida Statute
Client: Lebolo Construction Management, Inc.
2100 Corporate Drive
Boynton Beach, FL 33426
Project: Tropical Chevrolet Renovation/Expansion
8880 Biscayne Blvd.
Miami Shores, FL 33138
Agent: Gaetano Di Zio, E.I.
Jose Luis Linares
Date of Services: 01/02/2024
Village of Miami Shores Building Permit No: CC-12-20-2951 (issued date 11/07/22, expires 05/08/23)
Scope of Field Services: Professional observation of completed structural elements (Special Inspector).
Reference Documents:
• JSG structural drawings sheets S1.0 thru S4.2 (15 pages), Bulleting 7 dated 07/21/2022, signed/sealed by Mark
Johnson FL-PE#51983, reviewed/approved for structural compliance by the Village of Miami Shores Bldg. Dept.
on 08/22, (permit set review by the Miami-Dade County Department of Regulatory and Economic Resources on
05/16/2022).
• SUNCOR, Inc. structural steel erection/fabrication shop drawings sheets AB1 thru TP101 (total of 219 pages) dated
04/13/2022 (Rev. A – Issued for Approval) Submittal #051200-5.0 (Structural Steel Shop Drawings), reviewed for
compliance (stamped “Reviewed as Noted - Make Corrections”) by JSG on 05/03/2022.
• Canam Steel Corporation (CSC) steel metal deck shop drawings sheets DE1.1 thru DE2.1 (total of 3 pages) dated
04/08/2022 (Issued for Approval) Submittal #051200-6.0 (Deck Shop Drawings), reviewed for compliance (stamped
“Reviewed as Noted - Make Corrections”) by JSG on 04/15/2022.
Record of Field Observations:
1. Visual verification of the structural steel connections at the following locations indicated below:
a) ½” Ø x 1½” shear studs welded connections to the proposed new C10x25 steel channels approx. between grids
“C.5” thru “D.5” and lines “5.5” thru “6.5 for the precast concrete double “T’s” repair at the existing service
department, as per Conemco Engineering, Inc. precast concrete double Tee’s structural repair drawings, as we
addressed on UES Structural Observation Reports No. 38 (No.: 10040) dated 07/07/2023 and No. 41 (No.: 14712)
dated 09/06/2023, re-inspection inconclusive (09/12/23) – pending current welder qualification certification
(continuity paperwork- period of effectiveness):
➢ Welding slag was not completely removed from locations that require Visual Testing (VT).
➢ Incomplete or undersize fillet welds.
➢ Missing three (3) shear studs at locations marked in the field.
➢ A couple of shear studs were found to be spaced more than 8” o.c .
b) New C10x25 steel channels bolted/anchored connections to the existing roof precast concrete double
Tee’s/existing concrete beam approx. between grids “C.5” thru “D.5” and lines “5.5” thru “6.5 for the precast
concrete double “T’s” repair at the existing service department, as per Conemco Engineering, Inc. precast co ncrete
double Tee’s structural repair drawings, as we addressed on UES Structural Observation Report No. 044 (No.:
17436) dated 09/28/2023, inconclusive on 10/25/23:
➢ Pending final compliance verification for item 1a above.
➢ Missing washers/nut at random locations.
➢ Anchor bolt threads were found not protruding (negative projection) beyond the outside surface of the nut
(negative stick‐out) at several locations as per RCSC (Research Council for Structural Connections)
Specification for Structural Joints Using ASTM A325 or A490 Bolts.
➢ One (1) loose-fitting thru bolt.
➢ One (1) screw anchor was found not to be ¾”.
c) Additional support steel angle clips anchored/welded connections (torque verified at 100 ft−lb as per Simpson
Strong−Bolt 2 Wedge Anchor required installation torque schedule) to continuous perimeter roof deck bearing angle
L4”x4”x1/4”CIP and to CIP concrete beam along grid “E.4” between lines “11” thru “13” at the Quik Lube, as per DRAFT
Project No.: 2110.2100049
Report No.: 198687
Date: January 2, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-060
CN: GDZ Page 2 of 6
cc: 1 − Job Site; 1 − Client; 1
The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H-18.11, Chapter 471, Florida Statute
S1.0, S1.1/details 2 & 3, S2.2, S3.2, S4.1/details 1 & 4, E1000, E1001 and attached letter submitted by the SEoR,
completed.
d) Continuous perimeter roof deck bearing angle L4”x4”x1/4” anchored connections (torque verified at 100 ft−lb as
per Simpson Strong−Bolt 2 Wedge Anchor required installation torque schedule) to CIP concrete beam along grids
“G” and “H” between lines “8” thru “9” at the Lobby, as per S1.0, S1.1/details 2 & 3, S2.2, 1/S3.3, 10/S4.1, 2/S4.2,
E1000, E1001 and attached letter submitted by the SEoR, completed.
e) W12x14 roof steel beam welded/bolted connections to CIP concrete tie beam along grid “G.5” between lines “8”
thru “8.6” at the Lobby, as per S1.0, S2.2, 2/S3.2, 10/S4.1, 2/S4.3, E1000 and E1002, completed.
The structural steel connections at the locations mentioned above were found to be in accordance with the reference
documents, except for items 1a & 1b inconclusive. The welder qualification certificate for item “a” was provided during
our site visit on 07/27/2023, however current continuity paperwork pending for review (Period of Effectiveness). The
welders that performed the work were not available onsite in order to verify their welder qualifications.
As per The Structural Welding Code:
6.2.3 Period of Effectiveness
6.2.3.1 Welders and Welding Operators. The welder’s or welding operator’s qualification as specified in this code shall be
considered as remaining in effect indefinitely unless:
(1) the welder is not engaged in a given process of welding for which the welder or welding operator is qualified
for a period exceeding six months, or
(2) there is some specific reason to question a welder’s or welding operator’s ability (see 6.25.1).
Mr. Jim Jenco, Senior Superintendent with Lebolo Construction, was notified of the aforementioned visual verification
results.
Please see adjacent report pages for photographs, clarification submitted by the SEoR via e-mail and sheet S2.2. DRAFT
Project No.: 2110.2100049
Report No.: 198687
Date: January 2, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-060
CN: GDZ Page 3 of 6
cc: 1 − Job Site; 1 − Client; 1
The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H-18.11, Chapter 471, Florida Statute
On 09/12/23
DRAFT
Project No.: 2110.2100049
Report No.: 198687
Date: January 2, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-060
CN: GDZ Page 4 of 6
cc: 1 − Job Site; 1 − Client; 1
The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H-18.11, Chapter 471, Florida Statute
DRAFT
Project No.: 2110.2100049
Report No.: 198687
Date: January 2, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-060
CN: GDZ Page 5 of 6
cc: 1 − Job Site; 1 − Client; 1
The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H-18.11, Chapter 471, Florida Statute
DRAFT
1
Gaetano Di Zio
From:Jim Jenco <jjenco@Lebolo.com>
Sent:Tuesday, January 2, 2024 9:43 AM
To:Gaetano Di Zio
Subject:FW: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @
EAST ELEV.)
This Message Is From an External Sender
This message came from outside your organization.
For your use and records, please find the below e-mail from the EOR with answers for the length of the clips and the
anchor bolt size w embedment depth.
Thanks,
Jim Jenco
Superintendent
Lebolo Construction Management, Inc.
jjenco@lebolo.com
m. (561) 667-9726
www.lebolo.com
o. (561) 742-7644
SAFETY | INTEGRITY | ACCOUNTABILITY
"This e-mail is subject to the Electronics Communications Privacy Act, 18 U.S.C. § 2510-2521, and may be legally privileged. The information contained in this e-mail
message is confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you
are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error,
please immediately notify sender by telephone at 561-742-7644, and delete the original message. Thank you."
From: Mark Johnson <mark@johnsonstructural.com>
Sent: Friday, December 29, 2023 12:21 PM
To: Jim Jenco <jjenco@Lebolo.com>; Brian Smedley <bsmedley@jhn.com>
Cc: Pedro R. Salom <psalom@johnsonstructural.com>; Maria Manjon <memanjon@Lebolo.com>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Sorry about that. I was not clear on what you were looking for. The 12” long piece of angle with the two expansion
bolts is acceptable.
Mark Johnson, PE
USAR FL-TF2 Structures Specialist
FL Board Recognized Structural Engineer
Johnson Structural Group, Inc.
(561) 982-8999 x11
From: Jim Jenco <jjenco@Lebolo.com>
Sent: Thursday, December 28, 2023 12:31 PM
To: Brian Smedley <bsmedley@jhn.com> DRAFT
2
Cc: Mark Johnson <mark@johnsonstructural.com>; Pedro R. Salom <psalom@johnsonstructural.com>; Maria Manjon
<memanjon@Lebolo.com>
Subject: FW: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Brian,
Please note the below reply did not answer “length of 5” x 5” support clips”.
Attached is what was interpreted and installed the 1 st round of this RFI.
This condition also applies to Lobby 301 TB301 on west elevation.
Although the work performed looks to be adequate, the Special Inspector need to see the length of the clips from the
EOR.
Thanks,
Jim Jenco
Superintendent
Lebolo Construction Management, Inc.
jjenco@lebolo.com
m. (561) 667-9726
www.lebolo.com
o. (561) 742-7644
SAFETY | INTEGRITY | ACCOUNTABILITY
"This e-mail is subject to the Electronics Communications Privacy Act, 18 U.S.C. § 2510-2521, and may be legally privileged. The information contained in this e-mail
message is confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you
are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error,
please immediately notify sender by telephone at 561-742-7644, and delete the original message. Thank you."
From: Dave Pond <Dave.P@suncor.net>
Sent: Thursday, December 28, 2023 11:02 AM
To: Jim Jenco <jjenco@Lebolo.com>
Cc: Victor Castro <Victor.C@suncor.net>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Jim,
Attached is the layout, shop, and wedge anchor product data. The anchors are 8” apart with the angle clips being 1’-0
long.
Thanks,
David Pond | Project Engineer
office 608-846-9300 | Mobile 605-201-6757
www.suncor.net & www.nationalmetals.com
From: Jim Jenco <jjenco@Lebolo.com>
Sent: Thursday, December 28, 2023 9:26 AM
To: Dave Pond <Dave.P@suncor.net>
Cc: Victor Castro <Victor.C@suncor.net>
Subject: FW: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
DRAFT
3
Dave,
I will call you to further discuss if what your erector installs complies with this.
Thanks,
Jim Jenco
Superintendent
Lebolo Construction Management, Inc.
jjenco@lebolo.com
m. (561) 667-9726
www.lebolo.com
o. (561) 742-7644
SAFETY | INTEGRITY | ACCOUNTABILITY
"This e-mail is subject to the Electronics Communications Privacy Act, 18 U.S.C. § 2510-2521, and may be legally privileged. The information contained in this e-mail
message is confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you
are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error,
please immediately notify sender by telephone at 561-742-7644, and delete the original message. Thank you."
From: Brian Smedley <bsmedley@jhn.com>
Sent: Wednesday, December 27, 2023 12:20 PM
To: Jim Jenco <jjenco@Lebolo.com>
Subject: FW: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Jim:
Please see below.
BRIAN SMEDLEY, AIA NCARB |Director - Automotive Group
bsmedley@jhn.com
Office: 248.324.8800 x104 | Cell: 586.764.1743
NUDELL ARCHITECTS
Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334
Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804
From: Mark Johnson <mark@johnsonstructural.com>
Sent: Wednesday, December 27, 2023 12:08 PM
To: Brian Smedley <bsmedley@jhn.com>; Pedro R. Salom <psalom@johnsonstructural.com>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Brian,
¾” Diameter Expansion bolt with 4” embedment. Provide minimum of 2 between steel beams. Angle occurs
throughout the length of the CB103.
Mark Johnson, PE
USAR FL-TF2 Structures Specialist
FL Board Recognized Structural Engineer
Johnson Structural Group, Inc.
(561) 982-8999 x11
DRAFT
4
From: Brian Smedley <bsmedley@jhn.com>
Sent: Wednesday, December 27, 2023 11:10 AM
To: Mark Johnson <mark@johnsonstructural.com>; Pedro R. Salom <psalom@johnsonstructural.com>
Subject: FW: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Mark/Pedro:
Can you please see the below request for Tropical?
BRIAN SMEDLEY, AIA NCARB |Director - Automotive Group
bsmedley@jhn.com
Office: 248.324.8800 x104 | Cell: 586.764.1743
NUDELL ARCHITECTS
Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334
Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804
From: Jim Jenco <jjenco@Lebolo.com>
Sent: Wednesday, December 27, 2023 11:06 AM
To: Brian Smedley <bsmedley@jhn.com>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Brian,
Please be informed the Special Inspector needs the following information to complete the inspection:
Size of the Anchor
Anchor Embedment
Length of 5” X 5” support clips
Kindly forward this information on or before tomorrow Thursday 12/28 @ 10:00 AM.
Thanks,
Jim Jenco
Superintendent
Lebolo Construction Management, Inc.
jjenco@lebolo.com
m. (561) 667-9726
www.lebolo.com
o. (561) 742-7644
SAFETY | INTEGRITY | ACCOUNTABILITY
"This e-mail is subject to the Electronics Communications Privacy Act, 18 U.S.C. § 2510-2521, and may be legally privileged. The information contained in this e-mail
message is confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you
are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error,
please immediately notify sender by telephone at 561-742-7644, and delete the original message. Thank you."
From: Brian Smedley <bsmedley@jhn.com>
Sent: Thursday, October 5, 2023 3:11 PM
To: Jim Jenco <jjenco@Lebolo.com>
Subject: FW: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Jim:
Please see email thread below. If you need further clarification please let me know.
DRAFT
5
BRIAN SMEDLEY, AIA NCARB |Director - Automotive Group
bsmedley@jhn.com
Office: 248.324.8800 x104 | Cell: 586.764.1743
NUDELL ARCHITECTS
Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334
Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804
From: Mark Johnson <mark@johnsonstructural.com>
Sent: Thursday, October 5, 2023 3:03 PM
To: Brian Smedley <bsmedley@jhn.com>; Pedro R. Salom <psalom@johnsonstructural.com>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Tell them to use the additional angle supports. I think they would want to use the 5x5 angle to make the weld
easier. Provide 2 intermediate supports between beams.
Mark Johnson, PE
USAR FL-TF2 Structures Specialist
FL Board Recognized Structural Engineer
Johnson Structural Group, Inc.
(561) 982-8999 x11
From: Brian Smedley <bsmedley@jhn.com>
Sent: Thursday, October 5, 2023 1:58 PM
To: Mark Johnson <mark@johnsonstructural.com>; Pedro R. Salom <psalom@johnsonstructural.com>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Please let me know which direction to provide the GC.
BRIAN SMEDLEY, AIA NCARB |Director - Automotive Group
bsmedley@jhn.com
Office: 248.324.8800 x104 | Cell: 586.764.1743
NUDELL ARCHITECTS
Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334
Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804
From: Mark Johnson <mark@johnsonstructural.com>
Sent: Thursday, October 5, 2023 1:27 PM
To: Pedro R. Salom <psalom@johnsonstructural.com>; Brian Smedley <bsmedley@jhn.com>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Well the tie beam will take the chord forces. The deck angle here is really more used to finish the metal deck. With the
beams spaced at 10 feet on center, the deck angle will need an additional support or 2 between beams. They can leave
the angle toe-up and weld to the top of the beams. For an intermediate support, they can take a piece of L3x3x1/4”x4”
long and weld it to the underside of the deck angle and bolt it into the face of the beam. They could also use a 5x5
angle and then the weld would be a downward weld rather than an overhead weld.
DRAFT
6
Mark Johnson, PE
USAR FL-TF2 Structures Specialist
FL Board Recognized Structural Engineer
Johnson Structural Group, Inc.
(561) 982-8999 x11
From: Pedro R. Salom <psalom@johnsonstructural.com>
Sent: Thursday, October 5, 2023 12:49 PM
To: Brian Smedley <bsmedley@jhn.com>
Cc: Mark Johnson <mark@johnsonstructural.com>
Subject: RE: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Hey Brian, see below in blue and green for possible solution.. They’ll have to notch out the vertical leg of the angle at the
knife plate (sticks out from embedded plate on CB103) that connects to the steel beams web..
MJ, let us know your thoughts.. other solutions.
Thanks.
DRAFT
7
Pedro Salom, P.E.
JohnsonStructuralGroup,Inc.
New Mailing Address:
160 West Camino Real
Suite 1000
Boca Raton, FL 33432
Phone (561) 982-8999 Ext. 13
Fax: (561) 982-8899
www.johnsonstructural.com
From: Brian Smedley <bsmedley@jhn.com>
Sent: Wednesday, October 4, 2023 4:36 PM
To: Pedro R. Salom <psalom@johnsonstructural.com>
Subject: FW: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Pedro: DRAFT
8
Can you please review and reply to the below RFI for Tropical?
BRIAN SMEDLEY, AIA NCARB |Director - Automotive Group
bsmedley@jhn.com
Office: 248.324.8800 x104 | Cell: 586.764.1743
NUDELL ARCHITECTS
Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334
Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804
From: Jim Jenco (Lebolo Construction Management, Inc.)
<Lebolo_Construction_Management_Inc_notifications@procoretech.com>
Sent: Wednesday, October 4, 2023 4:28 PM
To: Brian Smedley <bsmedley@jhn.com>
Subject: Tropical Chevrolet Renovation: New RFI 100 (QUICK LUBE 130 DECK ANGLE @ EAST ELEV.)
Tropical Chevrolet Renovation
More details: View online Open In App | View PDF
To respond to this RFI simply reply to this email. Need help? Watch a short training video.
New RFI #100 has been assigned to Smedley, Brian (Nudell Architects) by Jim Jenco
(Lebolo Construction Management, Inc.) on 10/04/23.
RFI Details
This RFI is due on Friday, October 6, 2023.
QUESTION 1
Asked By: Jim Jenco (Lebolo Construction Management, Inc.)
Date: Wed Oct 4, 2023 at 04:27 pm EDT
Location: Services Building
Question: Please indicate an alternate deck angle attachment for Quick
Lube 130 East Elevation. CB103 was casted at correct
elevation +18'-5", Steel Beam was connected to Embed at
correct elevation +18'-2.5". Not enough concrete beam
remaining at enter of L4"x 4"x 1/4" to follow 3/4" Exp. Bolt
connection detail.
Attachments: 253 - S4.1 Structural Sections.pdf
249 - S3.4 Building Sections.pdf
237 - A2.2 Roof Framing Plan.pdf
231 - S1.1 Structural Notes & Schedules.pdf DRAFT
9
ADDITIONAL DETAILS
Project: Tropical Chevrolet Renovation
Subject: QUICK LUBE 130 DECK ANGLE @ EAST ELEV.
Date Initiated: 10/04/23
Created By: Jim Jenco (Lebolo Construction Management, Inc.)
Assigned To: Smedley, Brian (Nudell Architects)
Responsible Contractor: Suncor (Hialeah, Florida)
Received From: Dave Pond (Suncor (Hialeah, Florida))
Distribution List: Kuiper, Scott (Suncor (Hialeah, Florida))
Manjon, Maria Elena (Lebolo Construction Management, Inc.)
Pond, Dave (Suncor (Hialeah, Florida))
Schedule Impact: TBD
Cost Impact: TBD
Drawing Number: S1.1, S2.2, S3.4, S4.1
More details: View online Open In App | View PDF
Powered By Procore | support@procore.com | https://support.procore.com
DRAFT
Project No.: 2110.2100049
Report No.: 198687
Date: January 2, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-060
CN: GDZ Page 6 of 6
cc: 1 − Job Site; 1 − Client; 1
The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H-18.11, Chapter 471, Florida Statute
Roof deck bearing angle welded/anchored connections completed (01/02/24)
Reviewed by:
Universal Engineering Sciences
Certificate of Authorization No. 549
Carlos Naumann, P.E., S.I.
Florida Professional Engineer No. 18594
Florida Special Inspector No. 181
DRAFT