Tropical Chevrolet, 05-24-23 UES No 354313 SPECIAL insp rept #026 (concrete beam & concrete columns @ existing bldg.) - GDZProject No.: 2110.2100049
Report No.: 354313
Date: May 24, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-026
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. Date of Services: 05/24/2023
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 reinforcing steel placement at the following locations indicated below:
a) CIP concrete beam mark “CB201” (8”x32”) with vertical dowels along line “8” between grids “F.3” thru “F.8”, top of
beam elevation approx. +14’−8” at the existing service building, as per S1.0, S1.1/Concrete Tie Schedule and
6/S4.1, completed.
b) CIP concrete tie columns mark “TC1” (8"x12") at gridlines F.3x8 and F.8x2, single lift from elevation 0'−0" (existing
slab on grade) to approx. +14'−8" at the existing service building, as per S1.0, S1.1/Concrete Tie-Column Schedule
and 4/S4.0, completed.
The reinforcing steel placement at the locations mentioned above was found to be in substantial compliance with the
reference documents.
2. 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 as per S1.0, S2.2, 2/S3.2, 1/S4.1, E1000 and E1001,
inconclusive on 05/22/23).
b) W roof steel girder beams welded/bolted connections to CIP concrete beam embed plates at gridlines Cx11 and
D.5x11 at the service building expansion, as per as per S1.0, 2/S1.1, S2.2, 1/S3.2, 1/S4.1, E1000 and E1002,
inconclusive on 05/22/23).
c) W roof steel beams welded/bolted connections to W roof steel beams/roof steel girder beams between grids “B.8”
thru “D.3” and lines “8.7” thru “10.8” at the service building expansion, as per as per S1.0, S2.2, 2/S3.2, 1/S4.1,
E1000 and E1002, inconclusive on 05/22/23).
d) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections to CIP concrete beam along grids “A”
and “E.1” between lines “8” thru “11” and along line “8” between grids “A” thru “E.1” between at the service building
expansion, as per as per S1.0, S1.1/details 2 & 3, S2.2, S3.2, S4.1/details1 & 4, E1000 and E1001, preliminary
on 05/22/23):
➢ 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. DRAFT
Project No.: 2110.2100049
Report No.: 354313
Date: May 24, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-026
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
e) Continuous perimeter deck bearing angle L4”x4”x1/4” welded connections to CIP concrete beam embed plates
along line “11” between grids “A” and “E.1” at the service building expansion, as per as per S1.0, S2.2, S3.2, 2/S4.1,
E1000 and E1001, inconclusive on 05/22/23).
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 “10.5” at the service building expansion, as per as per S1.0, S2.2, A/S4.2,
E1000 and E1005, inconclusive on 05/22/23).
g) W roof steel girder beams welded/bolted connections to HSS steel columns at gridlines Cx9, Cx10, D.5x9 and
D.5x10 at the service building expansion, S1.0, 1/S1.1, S2.2, E1000 and attached Column Alignment Detail,
inconclusive on 05/24/23).
The structural steel connections at the locations mentioned above were found to be inconclusive/preliminary (item 1d)
on 05/22/23 and 05/24/23. General Contractor will call for item 1d re-inspection after completion for final compliance
verification.
Welder’s Qualification Certificates were provided at the time of this inspection, however current continuity paperwork
pending for review (Period of Effectiveness). The welder(s) that performed the work was (were) available onsite in order
to verify their welder’s qualifications.
Mr. Jim Jenco, Project Superintendent with Lebolo Construction, was notified of the aforementioned visual verification
results.
Please see adjacent report pages for photographs, Column Alignment Detail and sheets S2.0 & S2.2.
DRAFT
Project No.: 2110.2100049
Report No.: 354313
Date: May 24, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-026
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
DRAFT
Project No.: 2110.2100049
Report No.: 354313
Date: May 24, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-026
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
04/13/2022ISSUED FOR APPROVALBGHA05/31/2022FOR FIELD USERTA006/02/2022REVISED AS MARKEDBGH1SUNCOR, INCDATE:DRAWN BY:DATE:CHECKED BY:JOB No.DWG. No. CUSTOMER:-ARCH:LOCATION:JOB:612 STOKELY DRIVE, DEFOREST, WI 53532REV. NODATE BYDESCRIPTIONREVISIONSMATERIAL 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. 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18'-91316/AN1001L4X4X14/B.O.A EL 19'-1012/AN1001L4X4X14/B.O.A EL19'-1012/AN1001L4X4X14/B.O.A EL19'-1012/BR1009L2X2X14/B.O.A EL 18'-91316/BR1003L2X2X14/B.O.A EL 18'-91316/BR1003L2X2X14/B.O.A EL18'-91316/BR1008L2X2X14/B.O.A EL 19'-038/BR1002L2X2X14/B.O.A EL 19'-038/BR1002L2X2X14/B.O.A EL 19'-038/BR1002L2X2X14/B.O.A EL 19'-2116/BR1002L2X2X14/B.O.A EL 19'-2116/BR1008L2X2X14/B.O.A EL 19'-2116/BM1019W12X16 (C= 0 )H.P EL.20'-3 12/L.P EL.19'-10 12/BM1019W12X16(C= 0 )H.P EL.20'-3 12/L.P EL.19'-10 12/BM1019W12X16 (C= 0 )H.P EL.20'-3 12/L.P EL.19'-10 12/2'-712/6'-01'-0516/BM1006W27X84T.O.S EL 20'-312/BM1015W12X16H.P EL. 20'-3 12/L.P EL. 20'-2 116/BR1003L2X2X14/B.O.A EL18'-91316/BR1002L2X2X14/B.O.A EL 19'-038/BR1002L2X2X14/B.O.A EL 19'-038/BR1010L2X2X14/B.O.A EL19'-038/BR1010L2X2X14/B.O.A EL 19'-2116/BR1002L2X2X14/B.O.A EL 19'-2116/BR1002L2X2X14/B.O.A EL 19'-2116/BM1011W12X16 (C= 0 )H.P EL.20'-3 12/L.P EL.19'-10 12/BM1019W12X16 (C= 0 )H.P EL.20'-3 12/L.P EL.19'-10 12/BM1019W12X16 (C= 0 )H.P EL.20'-3 12/L.P EL.19'-10 12/516/1AATYPE1001AA516/516/1158/18/GAPPL1000PL38/"X3 12/T.O.S20'-1 34/AN1001L4X4X14/B.O.A EL 20'-118/AN1001L4X4X14/B.O.A EL 20'-312/AN1001L4X4X14/B.O.A EL 19'-1058/38/DRAFT
FIELD BOLT3/4"Ø A325N_TC BOLT122 1/4"1W27X84148'-2" BM1004 A9921BEAMBM1004PL3/8"X6 1/2"21'-9" p1006 A362PL5/16"X3"11'-3" p1016 A363PL3/8"X4 3/4"42'-1 1/2" p1022 A364PL1/4"X4 1/8"50'-4 1/8" p1023 A36504/13/2022ISSUED FOR APPROVALHTVA05/31/2022ISSUED FOR FABRICATIONHSU0SUNCOR, INCDATE:DRAWN BY:DATE:CHECKED BY:JOB No.DWG. No. CUSTOMER:-ARCH:LOCATION:JOB:612 STOKELY DRIVE, DEFOREST, WI 53532REV. NODATE BYDESCRIPTIONREVISIONSMATERIAL SPECS:WIDE FLANGE SHAPES-ASTM A-992 (UNO)CHANNELS AND ANGLES-ASTM-A36 (UNO)PLATES & BARS-ASTM-A36 (UNO)TUBULAR SHAPES-ASTM-A500 GR. B (UNO)PIPE SHAPES-ASTM-A53 GR. B (UNO)SHOP CLEAN:SHOP PAINT:HOLES:ELECTRODES:BOLTS:STEEL: U.N.OSHOP 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 NOQTYMATERIALLENGTHMARKSGRADEREMARK#BILL OF MATERIAL13/16" ØE70XX A325N_TCKem Aqua 70PTROPICAL CHEVROLET8880 BISCAYNE BLVD. MIAMI SHORES, FLNUDELL ARCHITECTSJOHNSON STRUC. GROUPANH05/31/2022HSC05/31/20221976BM1004SSPC-SP3ONE ~ BEAM ~ BM1004578/9'-414/19'-414/29'-414/39'-414/333333333314'-2116/42'-2116/512/512/834/112/9'-158/RD19'-158/29'-158/39'-158/48'-512/ (W27X84 x 48'-2")4334334334332112/EL20'-312/314/(-1)6 - (1316/"x1") SLOTS6 - (1316/"x1") SLOTS6 - (1316/"x1") SLOTS6 - (1316/"x1") SLOTSp1022 (B/S)p1022 (B/S)BBTYP7 -1316/"Ø HOLES3 -1316/"Ø HOLES5 -34/Ø A325N_TC x 2 14/(1316/"x1 1516/") SLOTS IN BEAM1316/Ø HOLES IN PLATEp1016512/512/438/433316/3 SIDE TYP.AATYPp1006 (B/S)p1023p1023p1023p1023p102314/14/ 3 SIDESTYP.p1022p1022B - Bp1023p1023p1023p1023p1023p1022p1022p1022p10224 -1316/"Ø HOLES4 -1316/"Ø HOLESp1016p1006p100611512/13'-834/RD234/234/11512/41'-834/234/234/316/316/TYP.p1023A - A2 - added PL1022 fieldweld per section B-B4 - Plate p1022 will need tobe removed to field weldthe added PL10222 - added PL1022 fieldweld per section B-Bp1022 (B/S)p1022 (B/S)14/14/Column CN1003 will need to move 1"1/2 tobe plumb because of anchor bolt placementColumn CN1005 will need to move 1"1/2 tobe plumb because of anchor bolt placementPL1022 Field weldPL1022 Field weld14/TYP14/TYPVerify that we can fieldweld the cap plate andbeam flangeField work drawingWeld Shown is AcceptableDRAFT
FIELD BOLT3/4"Ø A325N_TC BOLT122 1/4"1W27X84148'-2" BM1017 A9921BEAMBM1017PL3/8"X6 1/2"21'-9" p1006 A362PL5/16"X3"11'-3" p1016 A363PL3/8"X4 3/4"42'-1 1/2" p1022 A364PL1/4"X4 1/8"50'-4 3/16" p1024 A36505/31/2022ISSUED FOR FABRICATIONHSU0SUNCOR, INCDATE:DRAWN BY:DATE:CHECKED BY:JOB No.DWG. No. CUSTOMER:-ARCH:LOCATION:JOB:612 STOKELY DRIVE, DEFOREST, WI 53532REV. NODATE BYDESCRIPTIONREVISIONSMATERIAL SPECS:WIDE FLANGE SHAPES-ASTM A-992 (UNO)CHANNELS AND ANGLES-ASTM-A36 (UNO)PLATES & BARS-ASTM-A36 (UNO)TUBULAR SHAPES-ASTM-A500 GR. B (UNO)PIPE SHAPES-ASTM-A53 GR. B (UNO)SHOP CLEAN:SHOP PAINT:HOLES:ELECTRODES:BOLTS:STEEL: U.N.OSHOP 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 NOQTYMATERIALLENGTHMARKSGRADEREMARK#BILL OF MATERIAL13/16" ØE70XX A325N_TCKem Aqua 70PTROPICAL CHEVROLET8880 BISCAYNE BLVD. MIAMI SHORES, FLNUDELL ARCHITECTSJOHNSON STRUC. GROUPANH05/31/2022HSC05/31/20221976BM1017SSPC-SP3ONE ~ BEAM ~ BM1017433578/9'-414/19'-414/29'-414/39'-414/3333333333EL19'-6916/(-1)314/112/3 -1316/"Ø HOLESp1022 (B/S)p1022 (B/S)p1006 (B/S)316/3 SIDE TYP.AATYPBBTYP7 -1316/"Ø HOLES5 -34/Ø A325N_TC x 2 14/(1316/"x1 1516/") SLOTS IN BEAM1316/Ø HOLES IN PLATEp1016p1024p1024p1024p1024p1024512/512/334438/512/112/2334512/9'-158/RD29'-158/19'-158/39'-158/48'-512/ (W27X84 x 48'-2")433334834/42'-2116/14'-2116/6 - (1316/"x1") SLOTS6 - (1316/"x1") SLOTS6 - (1316/"x1") SLOTS6 - (1316/"x1") SLOTS14/14/ 3 SIDESTYP.p1022p1022B - Bp1022p10224 -1316/"Ø HOLES4 -1316/"Ø HOLESp1006p1006p1016p1022p1022p1024p1024p1024p1024p10241113'-834/RD234/234/512/1141'-834/234/234/512/316/316/TYP.p1024A - A2 - added PL1022 fieldweld per section B-B4 - Plate p1022 will need tobe removed to field weldthe added PL10222 - added PL1022 fieldweld per section B-Bp1022 (B/S)p1022 (B/S)14/14/Column CN1002 will need to move 1"1/2 tobe plumb because of anchor bolt placementColumn CN1004 will need to move 1"1/2 tobe plumb because of anchor bolt placementPL1022 Field weldPL1022 Field weld14/TYP14/TYPVerify that we can fieldweld the cap plate andbeam flangeField work drawingWeld Shown is AcceptableReviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Johnson Structural Group, Inc. Mark Johnson, P.E., SECB Date: 05-06-23DRAFT
BM10044
BM10174
Qty.In Assembly
p1022 PL3/8"X4 3/4"A36 8 2'-1 1/2"262 13
MARK SIZE GRADE QTY. LENGTH AREA WEIGHT
MATERIAL LIST FOR WORKSHOP TOTALS in 2 lb/ft
DRAWING No.
JOB No.
DRAWN BY
DATE DRAWN
DESCRIPTION
REVISION No.
REVISION DATE
2100 102
p1022
1976
AML
05/02/2022
PLATE
0
05/31/2022
612 STOKELY DRIVE, DEFOREST,
WI 53532
SUNCOR, INC 1111
1212
1212
PL3 8/X4 3 4/ x 2'-11 2/434/8 ~ Plate Stiffeners - PL1022
(PCO No 08)
Standard Prime Paint
PL1022 (PCO No 08)
PL1022 DRAFT
Project No.: 2110.2100049
Report No.: 354313
Date: May 24, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-026
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
CIP concrete header beam and tie columns completed on 05/24/23 DRAFT
Project No.: 2110.2100049
Report No.: 354313
Date: May 24, 2023
8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
STRUCTURAL OBSERVATION REPORT No. SPECIAL-026
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 steel framing preliminary on 05/22/23
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