Tropical Chevrolet, 10-06-23 UES Special Inspection Logcc: 1 – Client, 1 – Job Site Page 1 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
1 SP#01
(341224)
11/17/2022
Humberto Carvajal,
CWI.
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.
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.
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.
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.
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.
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.
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 on 04/06/23.
b) Column footings type F90 at grid-lines B.8x10 & D.5x10 completed on 04/06/23.
PENDING
PASS
11/18/22
HC
Partially completed
Pending re-inspection
11/30/22
HC
2
SP#02
(341357)
11/18/2022
Humberto Carvajal,
CWI.
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.
PARTIAL
PASS
(see 11/23/22)
12/06/22. See Insp.
Rept. #07 for details
G. Di Zio
INSPECTION LOG UNIVERSAL ENGINEERING SCIENCES
PROJECT: Tropical Chevrolet Renovation & Expansion Date: October 6, 2023
PROJECT LOCATION: 8880 Biscayne Blvd., Miami Shores, FL 33138 UES PROJECT. NO.: 2110.2100049
CLIENT: Lebolo Construction Management, Inc. CONTRACTOR: Lebolo Construction
ENG. OF RECORD: Mark Johnson FL-PE#51983 with JSG PERMIT #: CC-12-20-2951
THRESHOLD ENG: n/a UES Certificate of Authorization 000549
cc: 1 – Client, 1 – Job Site Page 2 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
SP#02
(341357)
11/18/2022
Humberto Carvajal,
CWI
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. completed
on 04/06/23.
(**) required [if applicable] drilled & epoxy dowels missing as per 1/S4.2 for items 1a & 1c. completed on
04/06/23.
(**) installation of the additional reinforcing for the proposed “MCJ” was found to be missing at the time of
this site visit as per 1/S1.0 for items 1a thru 1h. completed on 04/06/23.
3 SP#03
(341409)
11/23/2022
Humberto Carvajal,
CWI.
ITEMS 1a thru 1f COMPLETED.
ITEMS 2a & 2b pending clarification and/or approval from the SEoR. completed on 04/06/23.
PARTIAL
PASS
04/06/23. See Insp.
Rpt. #18 for details
G. Di Zio
4
SP#04 (341925)
SP#06 (342202)
SP#07 (342311)
11/30/2022
12/05/2022
12/06/2022
Gaetano Di Zio, E.I.
1. 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”.
FAILED
REINSPECTION
FAILED
PASS
12/06/22. See Insp.
Rept. #07 for details
G. Di Zio
5 SP#05
(342087)
12/02/2022
Gaetano Di Zio, E.I. Construction Meeting N/A
6 SP#06 (342202)
SP#07 (342311)
12/05/2022
12/06/2022
Gaetano Di Zio, E.I.
1. Visual verification of the reinforcing steel placement at the following locations indicated below:
b) CIP concrete tie column mark CC2 (12"x24") at gridlines B.8x11 and D.5x11, from elevation −2'−0"
(top of footing) to 0'−0".
FAILED
PASS
12/06/22. See Insp.
Rept. #07 for details
G. Di Zio
7 SP#07
(342311)
12/06/2022
Gaetano Di Zio, E.I.
1. Visual verification of the reinforcing steel placement at the following locations indicated below:
a) CIP concrete tie column mark CC2 (12"x24") at gridline E.2x11, from elevation −2'−0" (top of
footing) to 0'−0".
PASS
8 SP#08
(345306)
01/23/2023
Gaetano Di Zio, E.I.
Adrian Suarez Diaz
1. Visual verification of drilled holes for post-installed rebar dowels by means of approved anchoring
epoxy:
a) Cleanness/depth check (9” min. embedment) and epoxy application for #5 horizontal rebar dowels
into existing two (2) CIP concrete footings.
FAILED
PASS
01/25/23. See Insp.
Rept. #09 for details
G. Di Zio
b) Cleanness/depth check (6” min. embedment) and epoxy application for #5 horizontal rebar dowels
into existing CIP concrete slab on grade along gird “E” between lines “5” thru “8”
FAILED
PRELIMINARY
PASS
01/27/23. See Insp.
Rept. #10 for details
G. Di Zio
cc: 1 – Client, 1 – Job Site Page 3 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
9 SP#09
(345425)
01/25/2023
Gaetano Di Zio, E.I.
Adrian Suarez Diaz
1. Visual verification of drilled holes for post-installed rebar dowels by means of approved anchoring
epoxy:
a) 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.
PASS
b) 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.
PRELIMINARY
PASS
01/27/23. See Insp.
Rept. #10 for details
G. Di Zio
10 SP#10
(345761)
01/27/2023
Gaetano Di Zio, E.I.
Adrian Suarez Diaz
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 8” thick interior slab on grade 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”.
PRELIMINARY
PASS
02/02/23. See Insp.
Rpt. #11 for details
G. Di Zio
b) New CIP concrete column footings extension (6’-0x6’-0”x1’-0”) at two (2) existing interior column
footings (S1.0R).
c) New CIP concrete column footings extension at existing column footings located at gridlines B.8x9,
B.8x10, D.3x9 and D.3x10.
PASS
11
SP#11 (346032
- 346245)
SP#12 (346033)
02/02/2023
02/03/2023
Gaetano Di Zio, E.I.
Adrian Suarez Diaz
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) Proposed new 6” thick interior slab on grade between grids “A” thru “J” and lines “1” thru “8” at the
Service Building, between grids “A” thru “E.2” and lines “8” thru “11” at the Service Building Addition
and between grids “D.1” thru “D.6” and lines “11” thru “12” at the Oil Storage, top of slab elevation
0’−0”.
PRELIMINARY
PASS
02/03/23. See Insp.
Rpt. #12 for details
G. Di Zio
12 SP#13
(347405)
02/21/2023
Gaetano Di Zio, E.I.
1) Visual verification of drilled holes for post-installed rebar dowels by means of the approved anchoring
epoxy:
a) Cleanness/depth check (5” min. embedment) for #5 vertical rebar dowels into existing CMU bond
beam (windows sills) and concrete lintels between grids “A” thru “E” and lines “1” thru “8” for existing
ribbon window openings infill at the existing service building.
b) Cleanness/depth check (6” min. embedment) for #5 vertical rebar dowels into existing CMU parapet
bond beam between grids “A” thru “E” and lines “1” thru “8” along the existing parapet walls at the
existing service building.
PASS
13 SP#14
(348219)
03/06/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 8” thick CMU parapet wall extension between grids “A” and “J” and lines “1” thru ”8”, single lift from
elevation approx. +20'−0" to +22’−8”.
PASS
14 SP#15
(348488)
03/07/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 8” thick CMU wall infill for existing ribbon window openings at the existing service building between
grids “A” thru “J” and lines “1” thru “8”.
PASS
15 SP#16
(348639)
03/09/2023
Gaetano Di Zio, E.I. Inspection Cancelled N/A
16 SP#17
(348753)
03/10/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 8” thick interior CMU non-load bearing wall between grids “A” thru “J” and lines “1” thru “8”, single
lift from elevation approx. 0’-0” to +8’-8” at the existing service building.
b) 12” thick exterior CMU load bearing wall along grid “E.4” between lines “8” thru “11”, 1st lift from
elevation approx. 0’-0” to +12’-0” at the service building expansion.
PASS
cc: 1 – Client, 1 – Job Site Page 4 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
c) CIP concrete column mark CC2 at gridlines Cx5 and E.5x11, 1st lift from elevation 0'−0" to +12'−0"
at the service building expansion.
17 SP#18
(348944)
03/13/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 12” thick exterior CMU load bearing wall along grid “A” between lines “8” thru “11”, along line “11”
between grids “A” thru “C.3” and along line “11” between grids “C.7” thru “D.3, 1st lift from elevation
approx. 0’-0” to +12’-0” at the service building expansion.
b) 12” thick exterior CMU load bearing wall along line “11” between grids “D.3” thru “E.2”, 1st lift from
elevation approx. 0’-0” to +10’-8” at the service building expansion.
c) CIP concrete column mark CC2 (12"x24") at gridline D.5x11, 1st lift from elevation 0'−0" (top of
footing) to +10'−8" at the service building expansion.
PASS
18 SP#19
(349172)
03/16/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 8” thick exterior CMU load bearing wall along grid “D.1” between lines “12” thru “13”, 1st lift from
elevation approx. 0’−0” to +12’−8” at the oil storage room.
b) 8” thick exterior CMU load bearing wall along line “12” between grids “D.1” thru “D.6”, 1st lift from
elevation approx. 0’−0” to +10’−8” at the oil storage room.
c) 12” thick exterior CMU load bearing wall along grid “D.6” between lines “12” thru “13”, 1st lift from
elevation approx. 0’−0” to +10’−8” at the oil storage room.
PASS
19 SP#20
(349525)
03/21/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) CIP concrete tie beam mark “TB102” along line “11” between grids “D.1” thru “E.2”, top of beam
elevation approx. +12’-8” at the oil storage room.
b) CMU bond beam mark “BB110” along grid “E.2” between lines “11” thru “12”, top of bond beam
elevation approx. +12’-8” at the oil storage room.
c) CIP concrete tie beam mark “TB102” along line “12” between grids “D.1” thru “E.2”, top of beam
elevation approx. +12’-8” at the oil storage room.
PASS
20 SP#21
(350338)
04/03/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) CIP concrete tie beam mark “TB201” along grids “A” & “E.2” between lines “8” thru “11”, top of beam
elevation approx. +20’−4” at the service building expansion.
b) 12” thick exterior CMU load bearing along grids “A” & “E.2” between lines “8” thru “11”, 2nd lift from
elevation approx. +12’−0” to +18’−8” at the service building expansion.
c) CIP concrete tie beam mark “TB202” along line “8” between grids “A” thru “E.2, top of beam elevation
approx. +21’−4” at the service building expansion.
d) 12” thick exterior CMU load bearing along grids “A” & “E.2” between lines “8” thru “11”, 2nd lift from
elevation approx. +12’−0” to +19’−8” at the service building expansion.
e) CIP concrete columns mark CC2 at gridlines B.9x11, D.5x11 and E.2x11, 2nd and final lift from
elevation +10'−8" to +21'−4" at the service building expansion.
f) CMU bond beam mark “BB104” along grid “D.1” between lines “11” thru “12” and along line “12”
between grids “D.1” thru “D.6”, top of bond beam elevation approx. +14’−0” at the oil storage room.
g) CIP concrete tie beam mark “TB204” along line “12” between grids “D.1” thru “E.2”, top of beam
elevation approx. +18’-10” at the oil storage room.
PASS
21 SP#22
(350720)
04/06/2023
Gaetano Di Zio, E.I.
1) Visual verification of drilled holes for post-installed threaded rods by means of the approved anchoring
epoxy: PASS
cc: 1 – Client, 1 – Job Site Page 5 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
a) Cleanness/depth check (7” min. embedment) and epoxy application for ¾” Ø anchor rods into
existing CIP concrete footings at gridlines B.8x9 and D.5x9.
b) Cleanness/depth check (14” min. embedment) and epoxy application for ¾” Ø anchor rods into
existing CIP concrete footings at gridlines B.8x10 and D.5x10.
22 SP#23
(351805)
04/20/2023
Hermes Soza
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) CIP Tie Beam CB102 at the existing Service Building. PASS
23 SP#24
(353400)
05/17/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) Exterior column spread footing mark “F40” at gridline E.5x12, top of footing elevation approx. −1'−4".
b) Continuous wall footing mark “WF26” along grid “D.6” between lines “12” thru “13” and along line
“13” between grids “D.6” thru “E.5”, top of footing elevation approx. −1'−4".
c) Twenty (20) exterior column spread footings mark “F26” for three (3) metal stairs A (118), B (117) &
C (129) support, top of footing elevation approx. −1'−4".
PASS
24 SP#25
(353884)
05/22/2023
Gaetano Di Zio, E.I.
1) 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.
b) W roof steel girder beams welded/bolted connections to CIP concrete beam embed plates at
gridlines B.8x11 and D.3x11 at the service building expansion.
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.
d) 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.4” at the service building expansion.
e) 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.
INCONCLUSIVE
PASS
06/16/23. See Insp.
Rpt. #29 for details
G. Di Zio
f) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections to CIP concrete beam
along grids “A” and “E.4” between lines “8” thru “11” at the service building expansion.
PRELIMINARY
INCONCLUSIVE
PASS
06/16/23. See Insp.
Rpt. #29 for details
G. Di Zio
25 SP#26
(354313)
05/24/2023
Gaetano Di Zio, E.I.
a) Visual verification of the reinforcing steel placement at the following locations indicated below:
b) CIP concrete beam mark “CB201” along line “8” between grids “F.3” thru “F.8”, top of beam elevation
approx. +14’−8” at the existing service building.
c) CIP concrete columns mark “TC1” 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.
PASS
1) Visual verification of the structural steel connections at the following locations indicated below:
a) W roof steel girder beams welded/bolted connections to HSS steel columns at gridlines B.8x9,
B.8x10, D.3x9 and D.3x10 at the service building expansion.
INCONCLUSIVE
PASS
06/16/23. See Insp.
Rpt. #29 for details
G. Di Zio
26 SP#27
(354485)
05/26/2023
Gaetano Di Zio, E.I.
1) Visual verification of the structural steel connections at the following locations indicated below:
a) Visual verification of HSS steel column (C2 & C3) base plates bolted connections to existing
concrete footings (prior to the installation of the grout bedding) at gridlines B.8x9, B.8x10, D.3x9 and
D.3x10.
PASS
cc: 1 – Client, 1 – Job Site Page 6 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
b) W roof steel beams welded/bolted connections to W roof steel girder beams at gridlines B.8x8 and
D.3x8 at the service building expansion.
INCONCLUSIVE
PASS
06/16/23. See Insp.
Rpt. #29 for details
G. Di Zio
c) W roof steel girder beams bolted connections to existing wall at gridlines B.8x8 and D.3x8at the
service building expansion – pending reinspection.
d) W roof steel beams welded/bolted connections to CIP concrete beam embed plates along grid “E.4”
between lines “8” thru “11” at the service building expansion – pending reinspection.
PRELIMINARY
PASS
06/16/23. See Insp.
Rpt. #29 for details
27 SP#28
(354691)
05/31/2023
Gaetano Di Zio, E.I.
1) Visual verification of the structural steel connections at the following locations indicated below:
a) Continuous perimeter deck bearing angle L4”x4”x1/4” welded connections to W steel beam along
line “8” between grids “A” and “E.4” at the service building expansion.
2) Visual verification of drilled holes for post-installed threaded rods by means of the approved anchoring
epoxy:
a) Cleanness/depth check (6¾” min. embedment) and epoxy application for ¾” Ø threaded anchor
rods into existing CMU wall at gridlines B.8x8 and D.3x8 at the service building expansion – pending
torque verification.
INCONCLUSIVE
PASS
06/16/23. See Insp.
Rpt. #29 for details
G. Di Zio
28 SP#29
(4677)
06/16/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) Continuous wall footing mark “WF20” along grid “G” between lines “10” thru “10.3” and along line
“10.3” between grids “G” thru “H” at tech training room 121, top of footing elevation approx. −1'−4".
b) 12” thick exterior CMU parapet wall along grid “A” between lines “8” thru “11” and along line “11”
between grids “A” thru “B”, single lift from elevation approx. +23’−0” to +26’−0” at the service building
expansion.
c) 12” thick exterior CMU parapet wall along line “11” between grids “B.3” thru “E.2”, single lift from
elevation approx. +21’−4” to +22’−0” at the service building expansion.
PASS
29 SP#30
(5601)
06/22/2023
Gaetano Di Zio, E.I.
1) Visual verification of drilled holes for post-installed threaded rods by means of approved anchoring
epoxy:
a) Cleanness/depth check (6” min. embedment) for #5 vertical rebar dowels into existing CMU bond
beam (windows sills) and concrete lintels at rooms #101, 102, 119 and 120 for the existing ribbon
window openings infill at the existing service building.
PASS
30 SP#31
(6485)
06/29/2023
Gaetano Di Zio, E.I.
1) Visual verification of drilled holes for post-installed threaded rods by means of the approved anchoring
epoxy:
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 A.2x1.1, Bx1.5 (special
tools room) and C.5x2.2 at the existing service building.
PASS
31 SP#32
(6769)
06/30/2023
Gaetano Di Zio, E.I.
1) Visual verification of drilled holes for post-installed threaded rods by means of the approved anchoring
epoxy:
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.
2) Visual verification of the reinforcing steel placement at the following locations indicated below:
PASS
cc: 1 – Client, 1 – Job Site Page 7 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
a) Precast concrete roof joist web restoration repair approx. along line “6” between grids “C.5” thru “D”
at the existing service building.
32 SP#33
(6929)
07/03/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 12” thick CMU stem wall along grid “D.6” between lines “12” thru ”13” and along line “13” between
grids “D.6” thru “E.2” at Quick Lube Room, from elevation approx. −2'−0" to 0’−0”.
b) 8” thick CMU stem wall along grid “G” between lines “10” thru ”10.3” and along line “10.3” between
grids “G” thru “H” at Tech Training Room, from elevation approx. −2'−0" to 0’−0”.
c) 8” thick CMU wall infill for existing ribbon window/door openings at rooms #101 (Parts Counter), 102
(Parts Manager) and 119 (Warranty Room).
PASS
33 SP#34 (7242)
SP#35 (7838)
07/06/2023
07/11/2023
Gaetano Di Zio, E.I.
1) 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 at gridlines
D.5x11 and D.5x12 at the oil storage.
b) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections to CIP concrete beam
and to CMU bond beam along grid “D.1” between lines “11” thru “12” and along lines “11” & “12”
between grids “D.1” thru “D.6” at the oil storage.
PASS
c) Roof metal deck between grids “A” thru “E.3” and lines “8” thru “11” @ building service expansion. PARTIAL
PASS
07/11/23. See Insp.
Rpt. #35 for details
G. Di Zio
d) Roof metal deck between grids “D.1” thru “D.6” and lines “11” thru “12” @ oil storage. IN PROGRESS
PASS
07/24/23. See Insp.
Rpt. #37 for details
G. Di Zio
e) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections to CMU bond beam
along grid “D.6” between lines “11” thru “12” at the oil storage.
IN PROGRESS
PASS
07/24/23. See Insp.
Rpt. #37 for details
G. Di Zio
34 SP#36
(7899)
07/12/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 12” thick CMU load bearing wall along grid “D.6” between lines “12” thru ”13” and along line “13”
between grids “D.6” thru “E.2” at the Quick Lube Room, 1st lift from elevation approx. 0’−0” to
+12’−8”.
b) 8” thick CMU load bearing wall along grid “G” between lines “10” thru ”10.3” and along line “10.3”
between grids “G” thru “H” at the Tech Training Room, 1st lift from elevation approx. 0’−0” to +7’−4”.
PASS
35 SP#37
(9444)
07/24/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) CIP concrete tie column mark “CC1” (24"x24") at gridline E.4x12, single lift from elevation −1'−4"
(top of footing) to approx. +18'−5" at the Quick Lube (130).
b) CIP concrete tie column mark “CC2” (12"x24") at gridline E.4x13, single lift from elevation −1'−4"
(top of footing) to approx. +18'−5" at the Quick Lube (130).
c) CIP concrete beam mark “CB103” (12”x29”) along grid “E.4” between lines “11” thru “13”, top of
beam elevation approx. +18’−5” at the Quick Lube (130).
d) CIP concrete beam mark “TB204” (12”x32”) along grid “D.6” between lines “11” thru “13”, top of
beam elevation approx. +20’−0” at the Quick Lube (130).
e) 12” thick CMU load bearing wall along grid “D.6” between lines “12” thru ”13” and along line “13”
between grids “D.6” thru “E.2” at the Quick Lube Room, 2nd and final lift from elevation approx.
+12’−8” to +18’−8”.
PASS
cc: 1 – Client, 1 – Job Site Page 8 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
f) CIP concrete beam mark “TB205” (8”x20”) along line “10.3” between grids “G” thru “H”, top of beam
elevation approx. +12’−0” at the Tech Training Room (121).
g) CMU bond beam mark “BB206” (12”x24”) along grid “D.6” between lines “11” thru “13”, top of beam
elevation approx. +20’−8” at the Quick Lube (130).
IN PROGRESS
PASS
07/27/23. See Insp.
Rpt. #38 for details
G. Di Zio
36
SP#38 (10040)
SP#41 (14712)
SP#42 (15409)
07/27/2023
09/06/2023
09/12/2023
Gaetano Di Zio, E.I.
1) Visual verification of the structural steel connections at the following locations indicated below:
a) ½” Ø x 1½” shear studs welded connections to the proposed new C10x25 steel channels approx.
between grids “C.5” thru “D.5” and lines “5.5” thru “6.5 for the precast concrete double “T’s” repair
on the roof at the existing service department.
IN PROGRESS
INCONCLUSIVE
37 SP#39
(11286)
08/04/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 8” thick CMU jambs at approx. gridlines Fx8, G.9x8, A.3x1 and H.7x4.6 at the existing service
building.
PASS
38 SP#40
(11718)
08/09/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) Proposed new 6” thick interior slab on grade between grids “D.6” thru “E.2” and lines “11” thru “13”
at the Quick Lube (130) and between grids “G” thru “H” and lines “9.9” thru “10.2” at the Tech
Training Room (121), top of slab elevation 0’−0”.
b) Continuous wall footing mark “WF26” along grids “G” and “H” between lines “8” thru “9” and along
line “9” between grids “G” thru “G.3”, top of footing elevation approx. −1'−4".
c) Continuous wall footing mark “WF20” along grid “J” between lines “8” thru “9”, top of footing elevation
approx. −1'−4".
d) Elevator pad with vertical dowels between grids “G.4” thru “H” and lines “8.5” thru “9” at Lobby, top
of footing elevation approx. −1'−4".
e) Retrofit CIP concrete column at approx. gridline Dx3.3 at the existing service building.
PASS
39 SP#41
(14712)
09/06/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) CMU bond beam mark “BB106” along grid “G” between lines “10” thru “10.3”, top of beam elevation
approx. +13’−4” at Tech Training Room (121).
b) CMU bond beam mark “BB105” along line “10.3” between grids “G” thru “H”, top of beam elevation
approx. +13’−4” at Tech Training Room (121).
c) 12” thick CMU stem wall along grids “G” and “H” between lines “8” thru “9” and along line “9” between
grids “G” thru “G.3” at Lobby (125) and Mach. Room (126), from elevation approx. −1'−4" to 0’−0”.
d) 8” thick CMU stem wall along grid “J” between lines “8” thru “9” at Parts Receiving (104), from
elevation approx. −1'−4" to 0’−0”.
PASS
40 SP#42
(15409)
09/12/2023
Gaetano Di Zio, E.I.
1) Visual verification of drilled holes for the post-installed expansion anchors at the following locations
indicated below:
a) Cleanness/depth check (4” min. embedment) for the horizontal expansion anchors installation into
existing CIP concrete roof beam at approx. gridlines D.6x11.5 and D.6x12 at the expansion building
(Quick Lube room).
PASS
41 SP#43
(15647)
09/13/2023
Gaetano Di Zio, E.I.
1) Visual verification of drilled holes for post-installed rebar dowels by means of the approved anchoring
epoxy:
a) Cleanness/depth check (4” min. embedment) for #4 horizontal rebar dowels into existing roof
precast concrete double Tee’s flanges at the existing service building.
PASS
cc: 1 – Client, 1 – Job Site Page 9 of 9
Item
No.
UES
Report
No.
Inspection
Date &
Inspector
Description of work inspected Result of
Inspection
Date of Re-
inspection &
Inspector
2) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 3” thick CIP concrete for the existing roof precast concrete double Tee’s flanges repair at the existing
service building.
42 SP#44 (17436)
SP#46 (197678)
09/28/2023
10/03/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) New #3 rebars @ 6” o.c. each way for the existing roof precast concrete double Tee’s (joists) flanges
repair at the existing service building.
PASS
2) Visual verification of the structural steel connections at the following locations indicated below:
a) New C10x25 steel channels bolted/anchored connections to the existing roof precast concrete
double Tee’s/existing concrete beam approx. between grids “C.5” thru “D.5” and lines “5.5” thru “6.5
for the precast concrete double “T’s” repair at the existing service department.
FAILED
IN PROGRESS
10/06/23. See Insp.
Rpt. #47 for details
G. Di Zio
b) New W12x30 steel beam and MC12x50 steel channels welded/anchored connections to the existing
CIP concrete columns/existing concrete CIP tie beam along grid “D.1” between lines “2.3” thru “3.43”
and between grids “D.1” thru “E” and lines “3.43” thru “3.6” for the retrofit at the existing service
department.
FAILED
IN PROGRESS
PASS
10/06/23. See Insp.
Rpt. #47 for details
G. Di Zio
43 SP#45
(17587)
09/29/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) Proposed new 6” thick interior slab on grade between grids “G” thru “J” and lines “8” thru “9” at Parts
Receiving (104), Lobby (125) and Mach. Room (126), top of slab elevation 0’−0”.
b) 12” thick CMU load bearing wall along grids “G” and “H” between lines “8” thru “9” and along line “9”
between grids “G” thru “G.3” at Lobby (125) and Mach. Room (126), single lift from elevation approx.
0'−0" to approx. +7’−0”.
PASS
44 SP#46
(197678)
10/03/2023
Gaetano Di Zio, E.I.
1) Visual verification of the structural steel connections at the following locations indicated below:
a) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections to CMU bond beam
along line “11” between grids “D.6” thru “E.2” at the Quick Lube (130).
FAILED
b) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections to CIP concrete beam
along grid “D.6” between lines “11” thru “13” at the Quick Lube (130).
c) Continuous perimeter deck bearing angle L4”x4”x1/4” welded connections to CIP concrete beam
steel embeds along line “13” between grids “D.6” thru “E.2” at the Quick Lube (130).
d) Proposed new 12”x12”x3/4” anchored connection to existing CIP concrete roof beam at approx.
gridlines D.6x11.5 and D.6x12 for the roof steel beam repair (connection) at the Quick Lube (130).
PASS
45 SP#47
(197721)
10/06/2023
Gaetano Di Zio, E.I.
1) Visual verification of the reinforcing steel placement at the following locations indicated below:
a) 6” CIP concrete elevated slab between grids “G” thru “H” and lines “8” thru “9” on the lobby 2nd floor,
top of slab elevation approx. +8’−0”.
b) Perimeter CIP concrete tie beam mark “TB101” between grids “G” thru “H” and lines “8” thru “9” on
the lobby 2nd floor, top of beam elevation approx. +8’−0”.
c) CMU bond beam mark “BB108” and CIP concrete tie beam 8”x16” along line “5” between grids “F.5”
thru “G”, top of beam elevation approx. +8’−8” at the existing service building.
PASS