UES Special Inspect Report Document 113834Project No.: 2110.2100049
r/0 Report No.: 354485
Date: May 26, 2023
8050 NW 77t' Court - Miami, FL 33166 • P: 305.249.8434 • F: 305.249.8479
♦ • : 1 L r A t
Client: Lebolo Construction Management, Inc. Project: Tropical Chevrolet Renovation/Expansion
2100 Corporate Drive 8880 Biscayne Blvd.
Boynton Beach, FL 33426 Miami Shores, FL 33138
Agent: Gaetano Di Zio, E.I. Date of Services: 05/26/2023
Village of Miami Shores Building Permit No: CC-12-20-2951 (issued date 11/07/22 expires 05108/23)
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
0511612022).
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 05103/2022,
Canam Steel Corporation (CSC) steel metal deck shop drawings sheets DE1.1 thru DE21 (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:
Visual verification of the structural steel connections at the following locations indicated below:
a) W roof steel beams welded/bolted connections to CIP concrete beam embed plates along grid "A" between lines
"8" thru 11" at the service building expansion, as per S1.0, S2.2, 2/S3.2, 1/S4.1, El000 and El001, inconclusive
on 05122123.
b) W roof steel girder beams welded/bolted connections to CIP concrete beam embed plates at gridlines B_8x11 and
D.3x11 at the service building expansion, as per S1.0, 2/S1.1, S2.2, 1/S3.2, 1/S4.1, E1000 and E1002,
inconclusive on 05122123.
c) W roof steel beams welded/bolted connections to W roof steel beams/roof steel girder beams between grids °13.8"
thru "D.33" and lines "8.7'_thru "10_8" at the service building expansion, as per S1,0, 32.2, 2/S3.2, 1/S4.1, E1000
d) Continuous perimeter deck bearing angle 1_4"x4"x1/4" anchored connections to CIP concrete beam along grids "A"
and "E.4" between lines "8" thru "I I" at the service building expansion, as per S1.0, S1.1/details 2 & 3, S2.21 S3.2,
S4.1/details 1 & 4, E1000 and E10011 pmirryinaay o n i q
Expansion anchors were found not to meet the minimum embedment of 4", as per 3/S1.1 and
E1001/Section C-C.
= Pending deck bearing angle splice detail.
along line 11" between grids "A" and "E.4" at the service building expansion, as per S1.0, S2.2, S3.2, 2/S4.1.
E1000 and E1001, inconclusive on 05122123.
f) Roof opening steel supporting frame welded connections to W roof steel beams for the proposed RTU's between
grids "B.8" thru "C.5" and lines "10.2" thru 10.51' at the service building expansion, as per S1.0, S2.2, AiS4.2, E1000
and E1005, inconclusive on 05122123.
g) W roof steel girder beams welded/bolted connections to HSS steel columns at gridlines B.8x9, B.8x10, D.3x9 and
D.3x10 at the service building expansion, as per 31.0, 1/31.1, 32.2, E1000 and Column Alignment Detail,
inconclusive on 05124123.
CN: GDZ Page 1 of 9
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