Tropical Chevrolet, 06-30-23 UES No 6769 SPECIAL insp rept #032 (drilled holes & precast roof concrete joist repair) - GDZProject No.: 2110.2100049
Report No.: 6769
Date: June 30, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-032
CN: GDZ Page 1 of 3
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. Date of Services: 06/30/2023
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 drilled holes for post-installed rebar dowels by means of approved anchoring epoxy Hilti HIT -HY
200 at the following locations indicated below:
a) Cleanness/depth check (6” min. embedment) for #5 vertical/horizontal rebar dowels into existing CMU bond
beam/CMU jambs/CIP concrete headers/columns at gridlines E.6x3 and E.9x3.1 (men’s locker room) at the existing
service building, as per S1.0, S2.3 and 3/4.1, completed:
➢ Pending application of anchoring epoxy Hilti HIT-HY 200.
2. Visual verification of the reinforcing steel placement at the following locations indicated below:
a) Precast concrete roof joist web restoration repair approx. along line “6” between grids “C.5” thru “D” at the existing
service building, as per attached sheet S−300, completed.
The reinforcing steel placement at the locations mentioned above was found to be in substantial compliance with the
reference documents.
Explanatory Note:
➢ Drilled and epoxy of horizontal/vertical rebar dowels into existing concrete precast roof joist/girder were done
by others prior to today’s site visit (a UES representative did not verify any drilled holes for cleanness,
embedment, epoxy application and rebar dowels installation).
Mr. Jim Jenco, Project Superintendent with Lebolo Construction, was notified of the aforementioned visual verification
results.
Please see adjacent report pages for photographs and sheet S−300.
DRAFT
Project No.: 2110.2100049
Report No.: 6769
Date: June 30, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-032
CN: GDZ Page 2 of 3
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.: 6769
Date: June 30, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-032
CN: GDZ Page 3 of 3
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
Reviewed by:
Universal Engineering Sciences
Certificate of Authorization No. 00549
Carlos Naumann, P.E., S.I.
Florida Professional Engineer No. 18594
Florida Special Inspector No. 181
DRAFT
DETAILS
JOIST WEB RESTORATION DETAIL
SCALE: N.T.S.A
6/29/2023
S-300PROJECT NAME:CLIENT/OWNER:TROPICAL CHEVROLET GARAGE -DOUBLE TEE'S STRUCTURAL REPAIRPLANSFPV-S231016 MR. VAL BENITEZ8880 BISCAYNE BLVD., MIAMI SHORES, FL33138Sheet No.
DRAWING NO.
SHEET NAME:
DATE:
SCALE:
DRAWN:
CHECKED:
APPVD:
REVISIONS DATE
PROJECT ID:
S-300 CA # 29447 782 NW 42ND AVENUE UNIT 635,MIAMI, FL 33126MAIN NUMBER 888-536-1536JOSE M PERALTA, P.E
CONEMCO CONSULTANTS
FLORIDA P.E. LIC. # 91463
AS SHOWN
SM
JP
JC
CONTRACT NO:-
BLANK SPACE - CITY STAMP
REMAINING PORTION OF
CONC. JOISTSA
A'SHORING BY OTHERS TO
REMAIN UNTIL STEEL
BRACKET INSTALLATION
PROVIDE (3) #5 REBAR
ANCHORED TO EXISTING
JOIST WEB
JOISTS FLANGE SLAB TO BE
POURED AFTER CHANNEL
INSTALLATION
ANCHOR REBARS W/
HILTI HIT HY 200 EPOXY,
6" MIN. EMBED.
#4 @ 8" VERTICAL REBAR
#4 @ 8" VERTICAL REBAR
JOISTS WEB TO BE POURED
AFTER CHANNEL INSTALLATION
#5 HORIZONTAL REBAR
SECTION A-A'
ANCHOR REBARS W/ HILTI HIT
HY 200 EPOXY, 6" MIN. EMBED.
EXISTING CONCRETE
COLUMN
DRAFT