Tropical Chevrolet, 11-17-22 UES No 341224 SPECIAL insp rept #001 - HCProject No.: 2110.2100049
Report No.: 341224
Date: November 17, 2022
STRUCTURAL OBSERVATION REPORT No. SPECIAL-001
CN: HC Page 1 of 4
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
8050 NW 77th Street ꞏ Miami, FL 33166 ꞏ P: 305.249.8434 ꞏ F: 305.249.8479
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: Humberto Carvajal CWI14060641 Date of Services:11/17/2022
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/Welding Inspector).
Reference Documents:
JSG structural drawings sheets S1.0 thru S-4.2 (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).
Record of Field Observations:
Visual verification for the reinforcing steel placement at the following locations indicated below:
1. Continuous wall footings as per S2.0, S1.1 & S4.0/S4.2:
a) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids A between lines 8 thru
11 in progress.
b) Cont. wall footing (with verical dowels for CMU wall & openings as per note 8 & 9/S4.0 and concrete tie columns
type CC2 [x3]) type WF26 with integrated column pads type F40 (x2) along line 11 between grids A thru E.3 in
progress.
c) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids E.2 between lines 8 thru
11 in progress.
d) Cont. wall footing (with verical dowels for CMU wall as per note 9) type WF20 along grids D.1 between lines 11
thru proposed line 12 in progress.
e) Cont. wall footing (with verical dowels for CMU wall as per note 9) type WF20 along proposed line 12 between grids
D.1 thru D.6 in progress.
f) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids D.6 between lines 11
thru proposed line 12 in progress.
2. Column pad footings as per S2.0, S1.1 & S4.0/S4.2:
g) Column footings type F66 at grid-lines B.8x9 & D.5x9 in progress (*).
h) Column footings type F90 at grid-lines B.8x10 & D.5x10 in progress (*).
(*) as per S1.1 “column / base plate schedule: the bottom hex nut shall be “tack welded secured”. SUNCOR did not include
a clarification/approval question for omission of the tack weld under dwg. Sheet AB1 “approver note”. As per approver note
#2 a plate washer was approved above the previously mentioned hex nut. This plate was found to be loose (floating) not
secured preventing displacement at the time of conc. placement. GC to provide clarification for the observed AS BUILT
conditions.
In place density tests were performed for the above mentioned locations and were found to meet or exceed the minimum
requirement of 98% compaction as per ASTM D1557.
Project No.: 2110.2100049
Report No.: 341224
Date: November 17, 2022
STRUCTURAL OBSERVATION REPORT No. SPECIAL-001
CN: HC Page 2 of 4
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
8050 NW 77th Street ꞏ Miami, FL 33166 ꞏ P: 305.249.8434 ꞏ F: 305.249.8479
Project No.: 2110.2100049
Report No.: 341224
Date: November 17, 2022
STRUCTURAL OBSERVATION REPORT No. SPECIAL-001
CN: HC Page 3 of 4
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
8050 NW 77th Street ꞏ Miami, FL 33166 ꞏ P: 305.249.8434 ꞏ F: 305.249.8479
Project No.: 2110.2100049
Report No.: 341224
Date: November 17, 2022
STRUCTURAL OBSERVATION REPORT No. SPECIAL-001
CN: HC Page 4 of 4
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
8050 NW 77th Street ꞏ Miami, FL 33166 ꞏ P: 305.249.8434 ꞏ F: 305.249.8479
Mr. Jim Jenco, Project Superintendents 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
UES Project No:
Workorder No:
Report Date:
2110.2100049.0000
340962-1
11/17/2022
8050 NW 77th Court, Miami, FL 33166 - P: 305.249.8434 - F: 305.249.8479
In-Place Density Test Report
Client:Lebolo Construction Management, Inc.UES Technician:Esnel Real
2100 Corporate Drive
Boynton Beach, FL 33426
Date Tested:11/14/2022
Project:Tropical Chevrolet Renovation and Expansion
8880 Biscayne Blvd, Miami Shores, County, FL 33138
Type of Test:
Area Tested:Wall foundation & Column Pad Field:ASTM D-6938 Nuclear Gauge Method
Material:Backfill Laboratory:ASTM D1557 Modified Proctor
Reference Datum:0 = Top of Fill
The tests below meet the 98% minimum compaction requirement.
Test
No.Location of Test Range
Maximum
Density
(pcf)
Optimum
Moisture
(%)
Field Dry
Density
(pcf)
Field
Moisture
(%)
Soil
Compaction
(%)
Pass
or
Fail
1 9/A 12 inch 106.0 12.4 104.3 13.0 98 Pass
2 10/E.2 12 inch 106.0 12.4 110.0 12.8 104 Pass
3 10/A 12 inch 106.0 12.4 103.9 11.0 98 Pass
4 11/D.5 12 inch 106.0 12.4 105.2 12.2 99 Pass
5 11/C.5 12 inch 106.0 12.4 103.5 13.1 98 Pass
6 11/B 12 inch 106.0 12.4 106.1 7.4 100 Pass
7 9/E.2 12 inch 106.0 12.4 109.0 6.8 103 Pass
8 CP D.5x10 12 inch 106.0 12.4 107.4 6.4 101 Pass
9 CP Cx9 12 inch 106.0 12.4 105.8 11.9 100 Pass
10 CP Cx10 12 inch 106.0 12.4 104.3 12.0 98 Pass
11 CP D.5x9 12 inch 106.0 12.4 104.7 13.1 99 Pass
Reviewed By
Universal Engineering Sciences
FBPE Registry No.00000549
Carlos Naumann, P.E., S.I.
Professional Engineer
STATE OF FLORIDA
Professional Engineer No. 18594
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
04/13/2022ISSUED 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_U.N.OSSPC-SP3Kem Aqua 70PTROPICAL CHEVROLET8880 BISCAYNE BLVD. MIAMI SHORNUDELL ARCHITECTSJOHNSON STRUC. GROUPBGHKIY04/11/2022 04/11/20221976AB1CC.5DD.5109FOUNDATION PLAN(REF DWG.NO:- S2.0)AADETAIL-01(REF DWG.NO:- 5/S1.1)SECTION A - ADETAIL-02(REF DWG.NO:- 5/S1.1)SECTION B - BLEGEND3APPROVER NOTE:1. AT THE CLOUDED LOCATIONS, WE HAVE PROVIDED 2 12/" WASHER SIZE AT THE TOP OF BASE PLATE ALONE, IN ORDER TO AVOID CLASHING WITH HSS8X8 COLUMN. WHEREAS THE REMAINING PLATE WASHER SIZE IS MAINTAINED 3" AS PER AISC TABLE 14-2.PLEASE ADVISE THE FOLLOWED ARRANGEMENT IS OK AS DETAILED.2. AS PER STRUCTURAL DWG. S1.1 COLUMN SCHEDULE NOTE, THE PLATE WASHER AT THE BOTTOM NUT IS NOT REQUIRED. PLEASE CONFIRM THE FOLLOWED PLATE WASHER AT THE BOTTOM NUT IS OK AS DETAILED.3. PLEASE VERIFY & CONFIRM, THE SHOP PRIMER TO BE USED. WHETHER SHERWIN WILLIAMS KEM AQUA 70P OR DIAMOND VOGEL QB55-46354.LEGENDS:-B.O.BP - BOTTOM OF BASE_PLATE.T.O.F - TOP OF FOOTING.33'-412/12'-412/28'-0(4)AR1001ROD1 ØDETAIL-1COLUMNHSS6X6X14/B.O.BP EL:( -1'-10 12/)COLUMNHSS6X6X14/B.O.BP EL:( -1'-10 12/)COLUMNHSS8X8X14/B.O.BP EL:( -1'-10 12/)COLUMNHSS8X8X14/B.O.BP EL:( -1'-10 12/)PLANNORTH1014/412/412/412/412/9'-7716/TP1000SHT12GAX12X1'-0(4)AR1000ROD34/ØDETAIL-22'-712/412/412/412/412/12'-21316/TP1000SHT12GAX12X1'-0(4)AR1000ROD34/ØDETAIL-2512/512/1014/512/512/1TP1001SHT12GAX12X1'-0(4)AR1001ROD1 ØDETAIL-1512/512/512/512/2'-712/1TP1001SHT12GAX12X1'-01'-2512/512/512/512/4 - 1 12/"Ø HOLESIN BASE PLATE FORROD1 ØANCHOR_RODBASE_PLATEPL1"X14 X 1'-2OF COLUMNOF COLUMN(02 - LOCATIONS)COLUMNHSS8X8X14/112/512/512/112/112/512/512/112/1'-21'-4EMBEDMENT112/NON_SHRINKGROUTTP1001SHT12GAX12X1'-01_HEAVY_HEX_NUT(TYP)ANCHOR_ROD(4) ROD1 ØF1554-GR.551_HEAVY_HEX_NUT(TYP)1_HEAVY_HEX_NUT(TYP)BASE_PLATEPL1"X14 X 1'-2 EL-1'-1012/FOOTINGB.O.BPT.O.F EL-2'-0COLUMNHSS8X8X14/2PLATE_WASHERPL38/"X3 (TYP)578/PROJECTION1BASE_PLATEOF COLUMNOF COLUMN(02 - LOCATIONS)COLUMNHSS6X6X14/BBBASE_PLATEPL34/"X12 X 1'-04 - 1 116/"Ø HOLESIN BASE PLATE FOR412/412/112/9112/412/412/112/9112/1'-01'-0ROD34/ØANCHOR_ROD434/PROJECTION34/BASE_PLATETP1000SHT12GAX12X1'-034/_HEAVY_HEX_NUT(TYP)BASE_PLATEPL34/"X12 X 1'-0 EL-1'-1012/T.O.F EL-2'-0B.O.BPFOOTINGCOLUMNHSS6X6X14/27EMBEDMENTPLATE_WASHERPL14/"X2 (TYP)112/NON_SHRINKGROUTANCHOR_ROD(4) ROD34/ØF1554-GR.36YYXXDETAIL MARKTEMPLATE ASSEMBLY MARKTEMPLATE PROFILECOLUMN PROFILE.BOTTOM OF BASE PLATE.(NO OF ANCHORS)-ANCHOR BOLT ASSEMBLY MARK.1. THIS IS ACCEPTABLE.2. THIS IS ACCEPTABLE3. NO OBJECTION STRUCTURALLY. ARCHITECT / GC TO VERIFY.Reviewed As Noted - Make Corrections 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: 05-03-22
FIELD BOLT8ROD3/4"81'-1 3/4" AR1000 F1554-GR.361ANCHOR_RODAR1000PL1/4"X2"160'-2" p1019 A362PL2"X1/4"80'-2" p1021 A363A3643/4_HEAVY_HEX_NUT2404/13/2022ISSUED FOR APPROVALHTVASUNCOR, 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. 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 NOQTYMATERIALLENGTH MARKSGRADEREMARK#BILL OF MATERIAL13/16" ØE70XX A325N_TCKem Aqua 70PTROPICAL CHEVROLET8880 BISCAYNE BLVD. MIAMI SHORES, FLNUDELL ARCHITECTSJOHNSON STRUC. GROUPAML04/05/2022HVP04/08/20221976AR1000SSPC-SP38 ~ ANCHOR_RODS ~ AR1000534/314/THREAD434/THREADROD34/ x 1'-134/p1019p1019p102134/_HEAVY_HEX_NUT34/_HEAVY_HEX_NUT34/_HEAVY_HEX_NUT