SPECIAL insp rept #053 (Roof Galvanized Walkway - CMU Walls) - RCHProject No.: 2110.2100049
Report No.: 198001
Date: November 12, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-053
CN: GDZ Page 1 of 2
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: Rafael Cely Date of Services: 10/30/2023
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) On the Roof Galvanized Walkway along grid A, between lines 10.7 and 11, the welded connections anchored to
the steel structure of the walkway to the parapet of the CMU wall were inspected. As per E4011, the connections
are in accordance with what is required in reference documents. Completed.
b) As per S2.0 and S4.2, along Gridline G/8-9 to H/8-9. 8” CMU walls with #5 in filled grout cells at ends, corners,
intersections above and below openings and as shown on plan. Maximum spacing on all walls > bars 6" epoxy on
existing header and sill in existing opening. Completed.
c) The welder that performed the work was not available onsite to verify his welder qualification.
Mr. Jim Jenco, Senior Superintendent with Lebolo Construction, was notified of the aforementioned visual verification
results.
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
Project No.: 2110.2100049
Report No.: 198001
Date: November 12, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-053
CN: GDZ Page 2 of 2
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