Tropical Chevrolet, 02-22-24 UES No 199208 SPECIAL insp rept #063 (Staircase A, B, C reinforced foundation & SOG) - RCHProject No.: 2110.2100049
Report No.: 199208
Date: February 22, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-063
CN: RCH 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: UES- Rafael Cely Herazo Date of Services: 02/22/2024
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 reinforced at the following locations indicated below:
a. As per Shop Drawing attached No. E4009, section 1B-1B reinforced foundation Staircase A, B & C.
Completed.
b. As per S4.2 detail 7, Slab repair in Oil Storage. Along GL ‘B.6’ to ‘D’ thru lines ’10.85’ to ‘11.15’. Completed
c. As per S4.2 detail 6 & 7 Exterior Slab on Grade. Along GL ‘D.1’ to ‘D.7’ thru lines ’11’ to ‘11.15’. Completed
After some suggestions for improvements in the amount and position of the reinforcement, the placement of the
reinforcement in the locations mentioned above was found to be in substantial compliance with the reference documents.
Mr. Jim Jenco, Senior Superintendent with Lebolo Construction, was notified of the aforementioned visual verification
results.
Project No.: 2110.2100049
Report No.: 199208
Date: February 22, 2024
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-063
CN: RCH 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
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
06/24/2022ISSUED FOR APPROVALBGHASUNCOR, INCDATE:DRAWN BY:DATE:CHECKED BY:JOB No.DWG. No. CUSTOMER:-ARCH:LOCATION:JOB:612 STOKELY DRIVE, DEFOREST, WI 53532REV. NODATE BY DESCRIPTIONREVISIONSMATERIAL SPECS:WIDE FLANGE SHAPES-ASTM A-992 (UNO)CHANNELS AND ANGLES-ASTM-A36 (UNO)PLATES & BARS-ASTM-A36 (UNO)TUBULAR SHAPES-ASTM-A500 GR. C (UNO)PIPE SHAPES-ASTM-A500 GR. C (UNO)SHOP PRIMERSHOP CLEAN:HOLES: ELECTRODES: BOLTS: STEEL:SHOP NOTES:1.FABRICATE BEAMS WITH MILL CAMBER UP.2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS.3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH..4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC.5.NOT REQUIRED.... YES NO13/16" ØE70XXA325N_TCU.N.OSSPC-SP3Kem Aqua 70PTROPICAL CHEVROLET8880 BISCAYNE BLVD. MIAMI SHORNUDELL ARCHITECTSJOHNSON STRUC. GROUPBGHHSU06/24/2022 06/24/20221976E4009134/112/4112/ANGLEL3X3X38/2 NOS OF 1116/"Ø EXPANSION ANCHOR58/EMBEDMENT DEPTH = 4inSTRINGERC12X20.7SECTION 1B - 1BPLATEPL18/"X5TREADGRTG1 14/"X121B1BSTRINGERC12X20.7PLATEPL14/"X32 NOS OF 1116/"Ø EXPANSION ANCHOR58/EMBEDMENT DEPTH = 4inANGLEL3X3X38/TYPICAL STRINGER TO BASE CONNECTION(D-01)BEAMWT6X111C1CBEAMC12X20.7BEAMC12X20.7MIDLANDING BEAM TO CHANNEL CONEECTION(D-02)STRINGERC12X20.7BEAMC12X20.7BEAMPL14/"X3SECTION 1C - 1CBEAMWT6X11STRINGERC12X20.7BEAMC12X20.7PLATEPL14/"X3BEAMPL14/"X314/TYPSTAIR STRINGER TO CHANNEL CONEECTION(D-03)E4004ANGLEL3X3X38/BEAMC6X8.2BEAMC12X20.72D2D1D1DTYPICAL CHANNEL CONEECTION(D-04)E4006212/134/114/134/ANGLEL3X3X38/BEAMC6X8.2BEAMC12X20.7SECTION 1D - 1D12/BEAMC6X8.2BEAMC12X20.7ANGLEL3X3X38/SECTION 2D - 2DANGLEL3X3X38/ANGLEL3X3X38/BEAMC12X20.7BEAMC12X20.71E1ETYPICAL CHANNEL CONNECTION(D-05)33312/114/134/GRATINGGRTG1 14/"X47 34/ANGLEL3X3X38/BEAMC12X20.7SECTION 1E - 1E14/TYPBEAMC12X20.7BEAML3X3X38/BEAMC12X20.7TYPICAL CHANNEL CONNECTION(D-06)BEAMC12X20.7316/RAILTYPICAL GUARDRAIL POST CONNECTION DETAIL24421'-01'-02442BASE_PLATEPL12/"X124 -12/EXPANSION ANCHORW/ 3" MIN.EMBEDMENTCOLUMNHSS5X5X38/SECTION B - BBB316/BASE_PLATEPL12/"X124 -12/EXPANSION ANCHORW/ 3" MIN.EMBEDMENTCOLUMNHSS5X5X38/TYPICAL (HSS5X5X38/) COLUMN CONNECTION DETAIL(D-08)(DETAIL-2)E40051A1A316/COLUMNHSS4X4X38/BASE_PLATEPL12/"X104 -12/EXPANSION ANCHORW/ 3" MIN.EMBEDMENTTYPICAL (HSS4X4X38/) COLUMN CONNECTION DETAIL(D-07(DETAIL-2)E400110112/312/312/112/10112/312/312/112/BASE_PLATEPL12/"X104 -12/EXPANSION ANCHORW/ 3" MIN.EMBEDMENTSECTION A - AGC: PROVIDE 18"WIDE x 12" HIGHCONCRETE FOOTINGWITH (2) #5 LONGWAYS BOTTOM AND#5 AT 18" O.C.TRANS. BOTTOM.