Tropical Chevrolet, 02-02-23 UES No 346032 - 346245 SPECIAL insp rept #011 (slab on grade @ service building) - GDZ + ASProject No.: 2110.2100049
Report No.: 346032 / 346245
Date: February 2, 2023
STRUCTURAL OBSERVATION REPORT No. SPECIAL-011
CN: GDZ: ASD Page 1 of 7
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 · Miami, FL 33166 · P: 305.249.8434 · 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: Gaetano Di Zio, E.I.
Adrian Suarez Diaz
Date of Services: 02/02/2023
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/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 vertical dowels for CMU wall as per note 8) type WF26 along grids A between lines 8 thru
11 completed.
b) Cont. wall footing (with vertical 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
completed.
c) Cont. wall footing (with vertical dowels for CMU wall as per note 8) type WF26 along grids E.2 between lines 8 thru
11 completed.
d) Cont. wall footing (with vertical dowels for CMU wall as per note 9) type WF20 along grids D.1 between lines 11
thru proposed line 12 completed.
e) Cont. wall footing (with vertical dowels for CMU wall as per note 9) type WF20 along proposed line 12 between
grids D.1 thru D.6 completed.
f) Cont. wall footing (with vertical dowels for CMU wall as per note 8) type WF26 along grids D.6 between lines 11
thru proposed line 12 completed.
2. Column pad footings as per S2.0, S1.1 & S4.0/S4.2:
a) Column footings type F66 at grid-lines B.8x9 & D.5x9 completed (*).
b) Column footings type F90 at grid-lines B.8x10 & D.5x10 completed (*).
The above mentioned reinforcing steel placement was found to be performed in substantial compliance with the reference
documents except (see below ↓↓↓ *)
(*) 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. For items 2g & 2h.
DRAFT
Project No.: 2110.2100049
Report No.: 346032 / 346245
Date: February 2, 2023
STRUCTURAL OBSERVATION REPORT No. SPECIAL-011
CN: GDZ: ASD Page 2 of 7
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 · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
3. Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 8”/12” thick CMU stem wall along grids “A” and “E.2” between lines “8” thru ”11”, along line “11” between grids “A”
thru “E.2”, along grids “D.1” and “D.6” between lines “11” thru “12” and along line “12” between grids “D.1” thru
“D.6”, from elevation approx. −2'−0" to 0’−0”, as per S1.0, S2.0, S2.2, 2/S3.1, 1/S3.2, S4.0/details 1, 3 & 5, 7/S4.1
and attached clarification submitted by the SEoR via e-mail, as we addressed on UES Structural Observation
Reports No. 004 (No.: 341925) dated 12/02/2022 and No. 006 (No.: 342202) dated 12/05/2022, 2nd re-inspection
completed:
➢ Some reinforcing steel was found to be deformed.
➢ Five (5) courses (approx. elev. +3'−4") were found to be laid on top of the stem wall.
➢ Missing/over spaced vertical reinforcing steel at some locations.
➢ Debris (chunks of masonry) was found in the CMU cells.
➢ Missing masonry interlocking of CMU wall at gridlines E.2x11 and D.6x12.
➢ Missing CMU control joint (partial) at gridline D.3x11.
➢ Missing neoprene pre-formed gasket at CMU control joints, as per 1/S1.0. To be provided for the 1st lift.
➢ Vertical dowels were found not to meet the minimum lap splice length of 48 Ø bar, as per S1.0/Masonry Note
M11.
➢ CMU reinforced filled cells head joints were found not to be aligned and obstructed approx. gridline E.2x8.1, as
per S1.0/Masonry Note M6.
➢ CMU horizontal reinforcement (ladder) was found not to extended into concrete tie column, as per
S1.0/Masonry Note M7.
b) CIP concrete tie column mark CC2 (12"x24") at gridlines B.8x11 and D.5x11, 1st lift from elevation −2'−0" (top of
footing) to 0'−0", as per S1.0, S1.1/Concrete Tie Column Schedule, S2.0 and 4/S4.0, as we addressed on UES
Structural Observation Report No. 006 (No.: 342202) dated 12/05/2022, re-inspection completed:
➢ Reinforcing steel was found not to meet the minimum concrete cover of 1½”, as per 4/S4.0.
➢ CMU horizontal reinforcement (ladder) was found not to extended into concrete tie column, as per
S1.0/Masonry Note M7. DRAFT
Project No.: 2110.2100049
Report No.: 346032 / 346245
Date: February 2, 2023
STRUCTURAL OBSERVATION REPORT No. SPECIAL-011
CN: GDZ: ASD Page 3 of 7
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 · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
c) CIP concrete tie column mark CC2 (12"x24") at gridline E.5x11, 1st lift from elevation −2'−0" (top of footing) to 0'−0",
as per S1.0, S1.1/Concrete Tie Column Schedule, S2.0, 4/S4.0 and attached clarification submitted by the SEoR
via e-mail, completed.
d) 8” thick interior slab on grade over a 10 Mil vapor barrier and compacted fill between grids “C.5” thru “C.8” and lines
“2.8” thru “3.1” at the alignment pit, top of slab elevation approx. −0’−9”, as per S1.0, 2/S2. 1 and A100A,
completed.
e) New CIP concrete column footings extension (6’-0x6’-0”x1’-0”) at two (2) existing interior column footings, as per
sheet S1.0R, completed.
f) New CIP concrete column footings extension at existing column footings located at gridlines B.8x9, B.8x10, D.3x9
and D.3x10, as per attached drawing No. SK-01-17-23 (RFI #62), completed.
g) Proposed new 6” thick interior slab on grade reinforced with 6x6 – W2.9xW2.9 W.W.F. with monolith continuous
wall footing over a 10 Mil vapor barrier and compacted fill between grids “E” thru “J” and lines “3” thru “8” at the
Service Building, top of slab elevation 0’−0”, as per S1.0, S2.3, 3/S4.2 and attached e-mail thread (clarification),
preliminary. In place density tests were performed by a UES technician on 02/01/2023 (UES Report No.
346031−1) and it was found to meet or exceed the minimum compaction requirement of 95% and ASTM D-1557.
Termite treatment was performed and vapor barrier was in placed prior to this site visit:
➢ Pending clarification/detail for continuous wall footing mark “TS16”.
The reinforcing steel placement at the locations mentioned above was found to be in substantial compliance with the
reference documents, except for item 1g preliminary. General Contractor will call for item 1g re-inspection after
completion for final compliance verification and prior to the placement of concrete.
4. 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 (9” min. embedment) and epoxy application for #5 horizontal rebar dowels into existing two
(2) CIP concrete footings, as per sheet S1.0 R, as we addressed on UES Structural Observation Report No. 08
(No.: 345306) dated 01/23/2023, re-inspection completed:
➢ Drilled holes were found not to meet the minimum embedment.
b) Cleanness/depth check (6” min. embedment) and epoxy application for #5 horizontal rebar dowels into existing CIP
concrete slab on grade along grid “E” between lines “5” thru “8”, as per 3/S4.2, as we addressed on UES Structural
Observation Report No. 08 (No.: 345306) dated 01/23/2023 and 09 (No.: 345425) dated 01/25/2023, re-inspection
completed:
➢ Drilled holes were found to be the same diameter as the rebars to be epoxied.
➢ Pending application of anchoring epoxy Hilti HIT-HY 200.
c) Cleanness/depth check (9” min. embedment) and epoxy application for #5 horizontal rebar dowels into existing CIP
concrete footings at gridlines B.8x9 and B.8x10, as per attached drawing No. SK-01-17-23 (RFI #62), completed.
d) Cleanness/depth check (9” min. embedment) and epoxy application for #5 horizontal rebar dowels into existing CIP
concrete footings at gridlines D.3x9 and D.3x10, as per attached drawing No. SK-01-17-23 (RFI #62), as we
addressed on UES Structural Observation Report No. 09 (No.: 345425) dated 01/25/2023, re-inspection
completed:
➢ Pending application of anchoring epoxy Hilti HIT-HY 200.
Mr. Jim Jenco, Project Superintendent with Lebolo Construction, was notified of the aforementioned visual verification
results.
Please see adjacent report pages for photographs, e-mail thread, in place density draft test report, soil treatment certificate
and sheet S2.3
DRAFT
Project No.: 2110.2100049
Report No.: 346032 / 346245
Date: February 2, 2023
STRUCTURAL OBSERVATION REPORT No. SPECIAL-011
CN: GDZ: ASD Page 4 of 7
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 · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
DRAFT
Project No.: 2110.2100049
Report No.: 346032 / 346245
Date: February 2, 2023
STRUCTURAL OBSERVATION REPORT No. SPECIAL-011
CN: GDZ: ASD Page 5 of 7
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 · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
DRAFT
Project No.: 2110.2100049
Report No.: 346032 / 346245
Date: February 2, 2023
STRUCTURAL OBSERVATION REPORT No. SPECIAL-011
CN: GDZ: ASD Page 6 of 7
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 · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
DRAFT
1
Gaetano Di Zio
From:Jim Jenco <jjenco@Lebolo.com>
Sent:Thursday, February 2, 2023 3:01 PM
To:Gaetano Di Zio
Cc:Adrian Diaz; Val Benitez
Subject:FW: Tropical Chevrolet TS16
This Message Is From an External Sender
This message came from outside your organization.
Gaetano,
Please scroll down for Johnson Structural Group TS16 spec.
I gave a printout to the guys in the field but don’t know what happened to it.
When I tried to print just now kept jamming the printer.
Kindly let me know if you need additional info.
Thanks,
Jim Jenco
Lebolo Construction Management, Inc.
jjenco@lebolo.com I www.lebolo.com
M: (561) 667‐9726 I O: (561) 742‐7644
SAFETY – INTEGRITY – ACCOUNTABILITY
From: Mark Johnson <mark@johnsonstructural.com>
Sent: Monday, June 27, 2022 11:03 AM
To: Maria Manjon <memanjon@Lebolo.com>; Brian Smedley <bsmedley@jhn.com>; Jim Jenco <jjenco@Lebolo.com>;
Pedro R. Salom <psalom@johnsonstructural.com>
Subject: RE: Tropical Chevy
Footing question was about the TS16 that we show on S2.3.
Mark Johnson, PE
USAR FL‐TF2 Structures Specialist
Johnson Structural Group, Inc.
(561) 982‐8999 x11
DRAFT
2
From: Maria Manjon <memanjon@Lebolo.com>
Sent: Monday, June 27, 2022 11:01 AM
To: Brian Smedley <bsmedley@jhn.com>; Jim Jenco <jjenco@Lebolo.com>; Pedro R. Salom
<psalom@johnsonstructural.com>
Cc: Mark Johnson <mark@johnsonstructural.com>
Subject: RE: Tropical Chevy
Brian,
Understood!
Sorry for any inconvenience
Thank you,
Maria E Manjon
Project Executive
Lebolo Construction Management, Inc.
memanjon@lebolo.com | www.lebolo.com
m. (561) 859-6598 | o. (561) 742-7644
SAFETY – INTEGRITY – ACCOUNTABILITY
This e‐mail is subject to the Electronics Communications Privacy Act, 18 U.S.C. § 2510‐2521, and may be legally privileged. The information contained in this e‐mail message is
confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified
that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify sender
by telephone at 561‐742‐7644, and delete the original message. Thank you.
From: Brian Smedley <bsmedley@jhn.com>
Sent: Monday, June 27, 2022 10:49 AM
To: Jim Jenco <jjenco@Lebolo.com>; Pedro R. Salom <psalom@johnsonstructural.com>
Cc: Mark Johnson <mark@johnsonstructural.com>; Maria Manjon <memanjon@Lebolo.com>
Subject: RE: Tropical Chevy
Team:
It appears that there has been correspondence that I have not been copied on. Please make sure to copy me on all
project correspondence. I am completely in the dark as to what has lead us to this point.
DRAFT
3
BRIAN SMEDLEY, AIA NCARB |Director ‐ Automotive Group
bsmedley@jhn.com
Office: 248.324.8800 x104 | Cell: 586.764.1743
NUDELL ARCHITECTS
Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334
Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804
From: Jim Jenco <jjenco@Lebolo.com>
Sent: Monday, June 27, 2022 10:46 AM
To: Brian Smedley <bsmedley@jhn.com>; Pedro R. Salom <psalom@johnsonstructural.com>
Cc: Mark Johnson <mark@johnsonstructural.com>; Maria Manjon <memanjon@Lebolo.com>
Subject: RE: Tropical Chevy
Brian,
Pedro visited the site twice to address the existing Mezzanine structure. While he was on site I asked him a question
relating to the ftg size of the non‐bearing masonry walls which he answered this morning but did not answer the
Mezzanine issue.
From: Brian Smedley <bsmedley@jhn.com>
Sent: Monday, June 27, 2022 10:40 AM
To: Jim Jenco <jjenco@Lebolo.com>; Pedro R. Salom <psalom@johnsonstructural.com>
Cc: Mark Johnson <mark@johnsonstructural.com>; Maria Manjon <memanjon@Lebolo.com>
Subject: RE: Tropical Chevy
Jim:
To make sure we’re all on the same page with the mezzanine question, below is a snip from the original email you sent
to me regarding the mezzanine demolition. Are there any additional questions related to the Mezzanine demo, other
than the below?
DRAFT
4
BRIAN SMEDLEY, AIA NCARB |Director ‐ Automotive Group
bsmedley@jhn.com
Office: 248.324.8800 x104 | Cell: 586.764.1743
NUDELL ARCHITECTS
Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334
Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804
From: Jim Jenco <jjenco@Lebolo.com>
Sent: Monday, June 27, 2022 8:49 AM
To: Pedro R. Salom <psalom@johnsonstructural.com>
Cc: Mark Johnson <mark@johnsonstructural.com>; Brian Smedley <bsmedley@jhn.com>; Maria Manjon
<memanjon@Lebolo.com>
Subject: RE: Tropical Chevy
Pedro,
What happened to the primary RFI pertaining to the Mezzanine demolition?
I don’t see anything relating to what to do with the existing columns that are supporting the Conventional Concrete Roof
System.
Thew Demolition Crew has left the site until they have answers.
Please consult with Brian Smedley ASAP and respond accordingly.
Thanks,
Jim Jenco
Project Manager/Project Superintendent
Lebolo Construction Management, Inc.
jjenco@lebolo.com I www.lebolo.com DRAFT
5
M: (561) 667‐9726 I O: (561) 742‐7644
SAFETY – INTEGRITY – ACCOUNTABILITY
From: Pedro R. Salom <psalom@johnsonstructural.com>
Sent: Monday, June 27, 2022 7:31 AM
To: Jim Jenco <jjenco@Lebolo.com>
Cc: Mark Johnson <mark@johnsonstructural.com>
Subject: FW: Tropical Chevy
Good morning Jim, see answer below from MJ regarding your questions, I asked him about the missing reinf.
My apologies that I was not able to deliver on Saturday.
My oldest son had some health issues that we needed to attend to.
Thank Good he is almost back to normal. I’ll keep you posted on the columns.
Thanks.
Pedro Salom, P.E.
JohnsonStructuralGroup,Inc.
160 West Camino Real
Suite 1000
Boca Raton, FL 33432
Phone (561) 982‐8999 Ext. 13
Fax: (561) 982‐8899
www.johnsonstructural.com
From: Mark Johnson <mark@johnsonstructural.com>
Sent: Friday, June 24, 2022 12:22 PM
To: Pedro R. Salom <psalom@johnsonstructural.com>
Subject: RE: Tropical Chevy
Afternoon sir. The TS16 is Cont. x 12” High x 18” wide. We had both details because at certain areas where they were
taking out the floor slab and re‐pouring, the top detail would apply. See the snip below with the white section I
added. Where the 3/S4.2 is cut in the snip, I would anticipate the bottom detail to apply.
I concur about the filling in of the pit. He should just send an RFI asking how to deal with it.
DRAFT
6
Mark Johnson, PE
USAR FL‐TF2 Structures Specialist
Johnson Structural Group, Inc.
(561) 982‐8999 x11
From: Pedro R. Salom <psalom@johnsonstructural.com>
Sent: Thursday, June 23, 2022 3:36 PM
To: Mark Johnson <mark@johnsonstructural.com>
Subject: RE: Tropical Chevy
Will do. Thanks.
BTW see snip below.. Jim was asking for the reinf. for the TS16 ‐not shown on sch. Also see detail 3/S4.2‐see snip‐ I
assume is the one on the bottom? Despite it says TS16 on plan?.. The one on top seems to be for another TS?.. and also
he wants to widen the areas where they removed the CMU to place the new s.o.g. I told him it was OK the reason it is
because is easier to dowel in.
The attached pictures show an existing trench that I told him he will need to fill with dirt, compacted and then use detail
7/S4.2. He still wants a detail for it.
DRAFT
7
DRAFT
8
Pedro Salom, P.E.
JohnsonStructuralGroup,Inc.
160 West Camino Real
Suite 1000
Boca Raton, FL 33432
Phone (561) 982‐8999 Ext. 13
Fax: (561) 982‐8899
www.johnsonstructural.com
From: Mark Johnson <mark@johnsonstructural.com>
Sent: Thursday, June 23, 2022 10:25 AM DRAFT
9
To: Pedro R. Salom <psalom@johnsonstructural.com>
Subject: Tropical Chevy
Morning. Add an hour of my time for yesterday for review to your time sheet. Thank you sir.
Mark Johnson, PE
USAR FL‐TF2 Structures Specialist
Johnson Structural Group, Inc.
New Mailing Address:
160 West Camino Real
Suite 1000
Boca Raton, FL 33432
Phone (561) 982‐8999 Ext. 11
www.johnsonstructural.com
DRAFT
UES Project No:
Workorder No:
Report Date:
2110.2100049.0000
345829-1
02/01/2023
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:Alfredo Espinoza
2100 Corporate Drive
Boynton Beach, FL 33426
Date Tested:01/30/2023
Project:Tropical Chevrolet Renovation and Expansion
8880 Biscayne Blvd , Miami Shores, County, FL 33138
Type of Test:
Area Tested:Alignment pit S2.1 Field:ASTM D-6938 Nuclear Gauge Method
Material:Fill Laboratory:ASTM D1557 Modified Proctor
Reference Datum:0 = Top of Fill
Depth requirement is 12.00 inches
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
(%)
Fill
Depth
(inch)
Pass
or
Fail
1 Alignment pit S2.1 12 inch 108.5 12.6 100.9 6.9 93 12.00 Fail
2 Alignment pit S2.1 (RETEST)12 inch 108.5 12.6 105.9 10.6 98 12.00 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 1DRAFT
UES Project No:
Workorder No:
Report Date:
2110.2100049.0000
346031-1
02/02/2023
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:02/01/2023
Project:Tropical Chevrolet Renovation and Expansion
8880 Biscayne Blvd , Miami Shores, County, FL 33138
Type of Test:
Area Tested:Service Building Field:ASTM D-6938 Nuclear Gauge Method
Material:Fill Laboratory:ASTM D1557 Modified Proctor
Reference Datum:0 = Top of Fill
The tests below meet the 95% 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 Service Building GL C / 10.3 12 inch 108.5 12.6 106.0 5.0 98 Pass
2 Service Building GL C / 8 12 inch 108.5 12.6 103.8 5.0 96 Pass
3 Service Building GL D / 9.2 12 inch 108.5 12.6 104.0 3.8 96 Pass
4 Service Building GL D / 10.3 12 inch 108.5 12.6 105.1 4.7 97 Pass
5 Service Building GL C.5 / 4 12 inch 108.5 12.6 108.0 2.9 100 Pass
6 Service Building GL C.5 / 6 12 inch 108.5 12.6 107.6 4.9 99 Pass
7 Service Building GL C.5 / 7 12 inch 108.5 12.6 105.4 3.0 97 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 1DRAFT
DRAFT
Project No.: 2110.2100049
Report No.: 346032 / 346245
Date: February 2, 2023
STRUCTURAL OBSERVATION REPORT No. SPECIAL-011
CN: GDZ: ASD Page 7 of 7
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 · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479
Slab on grade preliminary
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
DRAFT