HomeMy WebLinkAboutTHRESHOLD REPORT SUMMARYD 96(9-063-D
SCANNED
D I AVCON, INC.
St. Lucie County ENGINEERS & PLANNERS
AVCON Project No. 2017.159.01
September 9, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0559)
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.1
Dear Mr. Stepalavich:
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
.� y , l•_� Fax: (407) 599-1133
5= 1 www.avconine.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period
of August 26, 2019 through August 28, 2019. Our inspections were performed in accordance with the structural
documents, signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the project
specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance Items, or SIL's, previously reported as non -compliant with regard to the
plans or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of August 26, 2019 through August 28, 2019, and to the best of our knowledge and
belief, the construction of all structural load -bearing components described in the threshold inspection plan
complies with permitted documents, with revisions as approved by the Engineer of Record, except as noted on the
SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
RickV. Baldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No.1019
cc: Addressee, Gary Stepalavich SteoalavichG@stlucieco.org
County Project Manager, Scotty Beaulieu beaulieus0stiucieco.org
Chief Plans Examiner, William Durden DurdenW@stiucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
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CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
• 6
--+� ►r�_
AVCON Project No. 2017.159.01
September 9, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO. 1
INSPECTOR(S): Jason Teliszczak (AVCON, Inc.)
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
DAILY REPORT(S): Threshold Inspection Daily Report(s): 8/26/19 (1); 8/27/19 (1); 8/28/19 (1)
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
Page 2 of 2
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING 9 TRANSPORTATION DESIGN & PLANNING
9 s
AVCON, INC.
ENGINEERS &PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
AVCON Project No. 2017.159.01 Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconine.com
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Reference: MRO FPR Hangar
Project No. 700025
Orlando, Orange County, Florida
DAILY THRESHOLD REPORT NO. 1
Date Inspected: Monday, August 26
Inspector(s): Jason Teliszczak (AVCON, Inc.)
TOTAL NUMBER OF INSPECTION REPORTS =1
Civil & Structural Engineering • Airport & Aviation Consulting • Transportation Design & Planning
5555 East Michigan Street, Suite 200 • Orlando, FL 32822-2779 • Tel 407.599.1122 • Fax 407.599.1133 • www.avconlnc.com
w
IIVJr CI, I IVIV UMILT M=rUR I
PROJECT: FPR MRO_Hangar
LOCATION: Treasure Coast Intemationai Airport & Busingf
PERMIT AGENCY: St. Lucie County
CLIENT!
FIELD CONTACT: Robert Hatton
SCOPE OF WORK:
Began installing helical piles.
Contractor Is Cantsink Foundation Stability.,
Installed piles to approx. 38.6' which is deeper than planned.
WA
DATE- 08/27/19 Revision 9-4-19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1907-0552
Decided to Install In the same general locations as soil borings. NE, SW, BE. NW could not be placed as pit was not
completed. Four were completed with two crews, and one machine.
The helical pile submittal used on site did not Include an acceptance stamp by the SEOR or the County Building Department.
(SIL No. 1)
INSPECTOR: Jason Tellszczak - w/Avcon
FIELD COPIES TO: AVCON
AVCON, INC.
Ie.4LIN U.M& FkANNLRS
i3i3 f: Alichiyan $I , Suile _`00
VW., 1407) ,Ploi i3,
Fua: HU]1 S�n>-I U}
AVCON Project No. 2017.159.01
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI34982
Reference: MRO FPR Hangar
Project No. 700025
Orlando, Orange County, Florida
DAILY THRESHOLD REPORT NO. 2
Date Inspected: Tuesday, August 27
Inspector(s): Jason Teliszczak (AVCON, Inc.)
TOTAL NUMBER OF INSPECTION REPORTS =1
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.aveoninc.com
Civil & Structural Engineering • Airport & Aviation Consulting • Transportation Design & Planning
5555 East Michigan Street, Suite 200 • Orlando, FL 32822-2779 • Tel 407.599.1122 • Fax 407.599.1133 • www.avconinc.com
INSF'EGI IVN DAILY KtF'VKI
PROJECT: FPR MRO Hangar _-
LOCATION: Treasure Coast International Airport & Businf.,
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
SCOPE OF WORK:
Continued installing helical piles.
Contractor is Cantsink Foundation Stability.
Installed piles averaged approx. 38.6' depth.
-T4
DATE` 08/28/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1907-0552
Installed on the East side. Six of the seven were completed overall on the east side (three today), with two crews, and one
machine. Second machine was dropped off late in the day.
Contractor will provide updated log on 08/29/19
I
INSPECTOR: Jason Teliszczak- w/Avcon AVCON,INC.
- - WANLERS& PLANXLRS
FIELD COPIES TO: AVCON SSSS E WO.ig.o St. slew 200
-, -. Ih InnAN, flmiJu }�gZ=
509-11 W07)_
Nix IJJ]13'10-I 111
\\IVPU\CUIIYLL'.fuUl
AVCON Project No. 2017.159.01
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Reference: MRO FPR Hangar
Project No. 700025
Orlando, Orange County, Florida
DAILY THRESHOLD REPORT NO.3
Date Inspected: Wednesday, August 28
Inspector(s): Jason Teliszczak (AVCON, Inc.)
TOTAL NUMBER OF INSPECTION REPORTS = 1
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
Civil & Structural Engineering • Airport & Aviation Consulting • Transportation Design & Planning
5555 East Michigan Street, Suite 200 • Orlando, Fl- 32822-2779 • Tel 407.599.1122 • Fax 407.599.1133 • www.avconinc.com
IIVOML, I IUIV UAILT KCYUK I
PROJECT: FPR MRO Hangar
L`OCATIQN_ Treasure_Coast International Airport & Busing
PERMITAGENGY St. Lucie County -
CLIENT:
FIELD'CQNTACT Robert Hatton
SCOPE OF
Continued installing helical piles.
Contractor Is Cantsink Foundation Stability.
Installed one location for piles averaged approx. 42-49' in depth.
003
8/29/19 Revision 9-4-19
f)ATE..
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1907-0552
Installed on the East side. The last of the seven (A/2) were completed overall on the east side according to drawing dated
07/26/19, with two crews, and one machine. Second machine was dropped off late In the day yesterday and was not utilized.
The main machine went down after the A/2 location was completed. The crew waited for a part, and decided to close down
the site mid afternoon as the part was not received and to prep for Hurricane Dorian.
To date, the following locations have been installed (as per drawing 07/26/19 - that has not been approved by the EOR): A/1,
A/2, AM A/4, A15, A16, All, La. An SIL will be issued, as A/7 and L/7 were not designed to be helical piles (per drawing
S.3.0.3 date July 2019).
Log was not provided by Cantsink. Ahrens provided a portion of the installation log data late in the afternoon to verify
lengths.
INSPECTOR: Jason Teliszczak-w/Avcon
FIELD COPIES TO: AVCON
AVCON, INC.
LNGINLLRS&PI,ANNLRS
5555 G, Mwhiy .� St- S.a 200
00m dto Plo idu 52S22
Phone, 14071590,1121
Pux:1�0)15'1n.lIA
�,,. no, oanincavm
AVCON Project No. 2017.159.01
October 4, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No.1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.3
Dear Mr. Stepalavich:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period
of September 30, 2019 through October 4, 2019. Inspections took place on October 2, as the helical piles
were installed, and the rebar for the footings was inspected. Our inspections were performed in accordance with
the structural documents, signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the
project specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the
plans or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of September 30, 2019 through October 4, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except
as noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
1/ gaZ�CCA�; P.(r
RickV. Baldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No.1019
Nnsw • AKWK.
gi �+� �P, ��NYJGNLEKl.
r^u�F ovum.tisa
cc: Addressee, Gary Stepalavich SteoalavichGrdstlucieco.org
County Project Manager, Scotty Beaulieu beaulieusOstlucieco.org
Chief Plans Examiner, William Durden DurdenW@stlucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL 9 AIRPORT & AVIATION CONSULTING 9 TRANSPORTATION DESIGN & PLANNING
AVCON Project No. 2017.159.01
October 4, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No.1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.3
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 10/02/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
1
0
4
Page 2 of 2
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconine.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
Project No. 2017.0259.01
Date Typed: October 4, 2019
SPECIAL INSPECTION LIST (SIL) ITEMS
SUMMARY NO. 3
(Items Recorded from 09/30/19 to 10/04/19)
Addressee: City of Port St. Lucie
121 SW Port St. Lucie Blvd
Port St. Lucie, FL 34984
Project: FPR MRO Hangar
Port St. Lucie, St. Lucie County, Florida—1812-0473
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
Note: This preliminary information does not comply with the project specifications and/or drawings. The
report in its entirety will be forwarded with the Weekly Summary. If you have any questions regarding the
information contained in this preliminary report, please feel free to contact either Rick Baldocchi or Jason
Teliszczak with AVCON, Inc.
SIL NO.4 (ADDED) — Inspector Rick Baldocchi (A VCON) observed on 10102119
Structural Element: Reinforcement Foundations
Location: Foundation Gridlines - every
Elevation: location
Description: Reinforcement bars deviated from current plans/shop drawings.
Attachments: Not included
Page 1 of 1
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
"CON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: Port St Lucie
Project Name: FPR MRO Hangar
Update Period: 09-30-19 to 10-04-19
1907-0552
Permit No.:
Project No.: 2017.0259.01
Attention: Ahrens Construction/St. Lucie County
Project Location: Port St. Lucie, St. Lucie County, Florida
Threshold Agent Rick V. Baldocchi
SIL
No.
Date
Daily
Report No.
Structural Element
Location
e
Description
t
S.I.
Engineer of Record
Response
a
S.I.
Date
Closed
Daily
Report
No.
1
8-26-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
Summary
Submittals
site does not have SEOR or
1
County Building Department
acceptance stamp.
2
8-30-19
SIL
Helical Piles
Footings A-7 & L-7
The Contract documents do
RVB
Summary
not show helical piles within
2
the footings.
3
09/20/19
SIL
Helical Piles
Footings A-7—C-7,
The Contract documents do
RVB
Summary 3
F7-1-7, G-8 8 L-8,
not show helical plies within
G9—L-9
the footings.
4
10/02/19
SIL
Foundations
All locations
The rebar in the top mat
RVB
Summary 4
deviate from plans/shop
drawings
sThe Special Inspector, Rick V. Beldocchi, P.E., acknowledges this deficiency.
a The Special Inspector, Rick V. Baldombi, P.E., acknowledges resolution to this deficiency.
This is a brief summaryof tho SIL Refer to the daily report for a detailed description. Page 1 of 1
IIVJrCU 11UN UMILT RCrUM 1
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS
DATE:10/02/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0473
SCOPE OF WORK: Foundations
Helical piles and caps are in place.
Inspected reinforcing steel for foundations in advance of concrete placement..
Reinforcing steel cages were installed at every footing location. Inspection was started and it was noted that the top bars
were straight without hooks at the edges.
The straight top bars deviate from the current plans/shop drawings. Contract drawings also have a note stating that all top
bars will be hooked. According to the EOR, this is also an ACI code requirement.
Reinforcing steel inspection was not completed and will need a re -inspection after deficiencies are corrected.
SIL - Top Steel Missing Hooks - all foundations.
INSPECTOR: Rick Baldocchi, P.E. AVCON, INC.
FIELD COPIES TO: St. Lucie County, A
�AYCON,INC..'
ENGINEERS&PL 'NERS'.,
. 5555 E.Midiigwi 51., Suite 200 j
Orlando, Plodda32822
Phone:(407)599-1122
1 Fa«(407)599-1133
'ui..A'MIINCmi
1- o SSS-d
AVCON Project No. 2017.159.01
October 4, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No.1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.3
Dear Mr. Stepalavich:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period
of September 30, 2029 through October 4, 2019. Inspections took place on October 2, as the helical piles
were installed, and the rebar for the footings was inspected. Our inspections were performed in accordance with
the structural documents, signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the
project specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the
plans or specifications, will, be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of September 30, 2019 through October 4, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except
as noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
DCertificate
of Authorization No. 5057
RickV. Baldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No. 1019
wwe a.w.ay.e+uww.,r. a+.
Ts
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6N2�
o man
w..v.,.ewinw'uw.
cc: Addressee, Gary Stepalavich SteoalavichEi0stlucieco.ore
County Project Manager, Scotty Beaulieu beaulieusna stlucieco.org
Chief Plans Examiner, William Durden DurdenW@stlucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL 9 AIRPORT & AVIATION CONSULTING+ TRANSPORTATION DESIGN & PLANNING
AVCON Project No. 2017.159.01
October 4, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.3
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 10/02/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
Page 2 of 2
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32922
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
Project No. 2017.0259.01
Date Typed: October 4, 2019
SPECIAL INSPECTION LIST (SIL) ITEMS
SUMMARY NO. 3
(Items Recorded from 09/30/19 to 10/04/19)
Addressee: City of Port St. Lucie
121 SW Port St. Lucie Blvd
Port St. Lucie, FL 34984
Project: FPR MRO Hangar
Port St. Lucie, St. Lucie County, Florida—1812-0473
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
Note: This preliminary information does not comply with the project specifications and/or drawings. The
report in its entirety will be forwarded with the Weekly Summary. If you have any questions regarding the
information contained in this preliminary report, please feel free to contact either Rick Baldocchi or Jason
Teliszczak with AVCON, Inc.
SIL NO.4 (ADDED I — Inspector Rick Baldocchi (AVCON) observed on 10102119
Structural Element: Reinforcement Foundations
Location: Foundation Gridlines - every
Elevation: location
Description: Reinforcement bars deviated from current plans/shop drawings.
Attachments: Not included
Page 1 of 1
CIVIL & STRUCTURAL e AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
"CON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: Pod SL Lucie
Project Name: FPR MRO Hangar
Update Period: 09-30-19 to 10-04-19
1907-0552
Permit No.:
Project No.: 2017.0259.01
Attention: Ahrens Construction/St. Lucie County
project Location: Pod St. Lucie, St. Lucie County, Florida
Threshold Agent: Rick V. Baldocchi
SIL
Date
Daily
Structural Element
LocationDeacrlption
a
r
S.I.
Engineer of Record
2
S.I.
Data
Daily
Report
No.
Report No.
Response
Closed
No.
1
8-26-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
Summary
Submittals
site does not have SEOR or
1
County Building Department
acceptance stamp.
2
8-30-19
SIL
Helical Piles
Foogngs A-7 & L-7
The contract documents do
RVB
Summary
not show helical piles within
2
the footings.
3
09/20/19
SIL
Helical Piles
Feelings A-7—C-7,
The contract documents do
RVB
Summary 3
F7— L7, G-8 & L-S,
not show helical piles within
G-9—L-9
the footings.
4
10/02/19
SIL
Foundations
All locations
The rebar in the top mat
RVB
Summary 4
deviate from plans/shop
drawings
z The Special Inspector, Rick V. Baldoechi, P.E„ acknowledges this defidenry.
a The Special Inspector, Rick V. Baldacchi, P.E., acknowledges resolution to this deficiency.
This is a beef summary of the SIL Refer to the daily report for a detailed description Page 1 of 1
IIYVr"l 11V1V UMILI RCrwmI
PP1-1
PROJECT: FPR MRO Hangar DATE:10/02119
LOCATION: Treasure Coast International Airport & Business WORK ORDER NO.:
PERMIT AGENCY: St. Lucie County BUILDING PERMIT NO.: Permit No. 1812-0473
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS I SCOPE OF WORK: Foundations
Helical piles and caps are in place.
Inspected reinforcing steel for foundations in advance of concrete placement.
Reinforcing steel cages were installed at every footing location. Inspection was started and it was noted that the top bars
were straight without hooks at the edges.
The straight top bars deviate from the current plans/shop drawings. Contract drawings also have a note stating that all top
bars will be hooked. According to the EOR, this is also an ACI code requirement.
Reinforcing steel inspection was not completed and will need a re -inspection after deficiencies are corrected.
SIL - Top Steel Missing Hooks - all foundations.
INSPECTOR: Rick Baldocchi, P.E. AVCON, INC.
FIELD COPIES TO: St. Lucie County, A
I AYCON,`INC.,
"E\GME[RS & PIANNFRS' t
j 5555 E hi ciagan St, Suite 200
4 o11PMo� Florida 32922
Phw'(J07j,599•I S99.1133@b l
l Fnz:,(40Y)!
ttuw:8vcohuic.cumI
AVCON Project No. 2017.159.01
November 1, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.4
Dear Mr. Stepalavich:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
October 5, 2019 through November 1, 2019. Inspections took place on November 1, as the helical piles were
installed, and the rebar for the footings was re -inspected. Our inspections were performed in accordance with the
structural documents, signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the project
specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the
plans or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of October 5, 2019 through November 1, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
RickV. Baldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No. 1019
RXamMsma�,mwwea
r> 1rL"8e mw.��a,.bv N: .mWbwM
RppW o� aoumnu
oo .u�meo ar.av ma�rtwxw'
cc: Addressee, Gary Stepalavich SteoalavichGo stlucieco.org
County Project Manager, Scotty Beaulieu beaulieusr@stiucieco.or¢
Chief Plans Examiner, William Durden DurdenW@stiucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING 9 TRANSPORTATION DESIGN & PLANNING
N
AVCON Project No. 2017.159.01
November 1, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No.1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.4
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.).
DAILY REPORT(S): Threshold Inspection Daily Report(s): 11/01/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
Page 2 of 2
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: Port St Lucie
Project Name: FPR MRO Hangar
Update Period: 10-28-19 to 11-01-19
1907-0552
Permit No.:
Project No.: 2017.0259.01
Attention: Ahrens Construction/St Lucie County
Project Location: Port St. Lucie, St. Lucie County, Florida
Threshold Agent Rick V. Baldocchi
SIL
No.
No.
Data
Daily
Report No.
Structural Element
Location
s
Deacdptton
r
5.1.
Engineer of Record
Date
Daily
Report
Response
Closed Closed
No.
1
e-25-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
5-30-19
SIL
Helical Piles
Footings A-7 & L-7
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary
not show helical piles within
calculations and
2
the footings.
revised plans
3
09/20/19
SIL
Helical Piles
Feelings A-7—C-7,
The contact documents do
RVB
FOR approved
RVB
10/30/19
009
Summary 3
F7— L7, G-e & L-S,
not show helical piles within
calculations and
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locations
The rebar In the top mat
RVB
Delegated engineer
RVB
11/01/19
009
Summary 4
deviate from plans/shop
submitted letter
drawings
regarding the
removal of top mat
hooks - FOR
accepted
zThe Special Inspector, Rick V. BaldomN, P.E., acknowledges this deficiency.
a The Spacial Inspector, Rick V. Baldoochk, P.E., acknowledges resolution to this deficiency.
This is a briefsummary of the SIL Refer to the daily report for a detailed desciption.
Page 1 of 1
PPF.
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS I SCOPE OF WORK:
DATE:11/01/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0473
Observed rebar that was placed prior over the helical pile caps. Plans for that have been approved from FOR for helical piles.
FOR approved plans/letter for footings.
Final elevations for anchor bolts will be corrected prior to the concrete placement, as well as general housekeeping as per the
contract to ensure that excess debris that has sluffed in will be removed.
INSPECTOR: Jason Teliszczak - w/Avcon
FIELD COPIES TO: AVCON
- AVCON, INC.'
I NGMURS & Pu,NNeRS
5555 C. Michigan St, Suite 200 I
Orlando, Florida 32822 1
Phone: (407)599-1122
Fax: (407) 599-1133
j www.avconinc.com'
CANTSINK
PILE LOG SHEET
1
CONTRACTOR
Ahrcns Com anies Installer. Clay Campo
CONTRACT
Treasure Coast Hangar pilings
ADDRESS:
3191 Jet Center Terrace
CITY:
Ft. Pierce F134987
PILE LEAD:
27/8" diameter with a single 14" helix
alvanized
minimumembedmentl5'0"
START DATE:
Au st 27th-Se tember 19th 20I9
DRILLHEAD:
ProM X7KC7000
FTLB drill hend
PBeNI
Pile#2
Pile#3
PileH4
Pile#5
Pile#6
Pile#7
Pile#8
Irn sI/
10.5
1900
10.5
1800
10.5
1600
10.5
1900
10.5
2000
10.5
1900
10.5
2000
10.5
1800
len si/
10.5
1300
10.5
1300
10.5
1200
10.5
1000
10.5
1600
10.5
I800
10.5
1800
10.5
1400
Ien si/
10.5
1200
10.5
1200
10.5
1000
1 10.5
1000
10.5
1300
10.5
1400
10.5
1000
10.5
1000
length/psi/
1 7.0
2500
7.0
2800
7.0
2900
7.0
2900
7.0
2900
7.0
2900
7.01301d
7.0
2600
final length/ki s
38'6"
291d
38'6"
30ld
38'6"
301d
38'6"
30ld
38'6"
301d
38'6"
38'6"38'6"
Pile#9
Pile#10
Pile#11
Pile#12
Pile#13
Pile#15Pile#16
Ien si/
10.5
1500
10.5
1500
10.5
1500
10.5
1300
10.5
1500
1800
10.5
10.5
1800
length/psi/
10.5
1000
10.5
1000
10.5
1100
10.5
1400
10.5
1400
1400
10.5
10.5
1500
len sV
10.5
1200
10.5
1400
10.5
1400
10.5
1500
10.5
1500
1500
10.5
10.5
1200
length/psi/
7.0
2900
7.0
2700
7.0
2700
7.0
2900
7.0
2700
2900
7.0
7.0
2900
final len /Id s
38'6"
30ld
38'6"
301d
38'6"
301d
38'6"
301d
38'6"
301d
P38'61-
301d
38'6"38'6"
301d
Pile417
Pilots
Pile#19
Pile#20
Pile#21
Pile#23
Pile#34
Ien h/ si/
10.5
1800
10.5
1600
10.5
1500
10.5
1500
10.5
1600
1800
10.5
1800
10.5
1600
len si/
10.5
1300
10.5
1500
10.5
1500
10.5
1400
10.5
1500
1 1300
10.5 1
1600
10.5
1500
length/psi/
10.5
1300
10.5
1400
1 10.5
1500
10.5
1300
10.5
1400
105
1400
10.5
1400
10.5
1400
length/psi/
7.0
2900
7.0
1500
7.0
1300
7.0
1300
7.0
1200
7.0
1300
7.0
1100
7.0
1300
final lcn ' s
3816"
30ldM
7.0
2900
7.0
1300
7.0
2800
7.0
2900
7.0
2900
7.0
2900
7.0
2900
4516"
301dps
7.0
2900
45'6"
301fi
45'6"
30[dps
4516"
30ldW
45'6"
301cips
4516"
301dps
52W'
301dp
Pile#25
Piie#26
Pile#27
Pile428
Pile#29
Pile#30
Pile#31
Pile#32
length1psu
10.5
1700
10.5
1700
10.5
1800
10.5
1800
10.5
1800
10.5
1800
10.5
1800
10.5
1800
len si/
10.5
1300
10.5
1300
10.5
1400
10.5
1100
10.5
1200
10.5
1100
10.5
1500
10.5
1500
length/psi/
10.5
1300
10.5
1400
10.5
1400
10.5
1300
10.5
1300
10.5
I100
10.5
1300
10.5
1500
length/psi/
7.0
1000
7.0
1000
7.0
1000
7.0
2900
7.0
2900
7.0
2900
7.0
2900
7.0
2900
len ' s
7.0
2900
7.0
2900
7.0
2900
38'6"
301d s
38'6"
301d
38'6"
30ld
38'6"
301d
38'6"
30ldlis
final lenmWps
45'6"
301dps
4516"
301d
45'6"
30]dps
Pile433
Pile#34
Pile#35
P8e#36
Pile#37
Pile#38
Pile#39
Pile#40
Irn si/
10.5
2000
10.5
1800
10.5
2000
10.5
1900
10.5
1800
10.5
1700
10.5
1700
10.5
1600
length/psi/
10.5
1300
10.5
1300
10.5
1500
10.5
1000
10.5
1400
10.5
1300
10.5
1200
10.5
1200
Irn / si/
10.5
1400
10.5
1500
10.5
1300
10.5
1400
10.5
1400
10.5
1200
10.5
1300
10.5
1300
len h/ si/
7.0
2900
7.0
2900
7.0
1200
7.0
2400
7.0
2400
7.0
2900
7.0
2900
1 7.0
2900
final len ' s
38'6"
30ld
38'6"
301ti
7.0
2500
38'6"
281d s
38'6"
28td
38'6"
30ki
38'6"
301d
386"1
30hi
45'6"
291d
Pile#41
Pi1e#42
Pile#43
Pile#44
Pile#45
Pile#46
Pile#47
P8e748
Ien sU
10.5
1500
10.5
1800
10.5
1500
10.5
1800
10.5
1800
10.5
1800
10.5
1800
10.5
1800
lengddpsU
10.5
1400
10.5
1300
10.5
1300
10.5
1800
10.5
1300
10.5
1400
10.5
1600
10.5
1200
length/psi/
10.5
1300
10.5
1000
10.5
1300
10.5
1200
10.5
1500
10.5
1400
10.5
1400
10.5
1100
len si/
7.0
2900
7.0
2900
7.0
2900
7.0
2900
7.0
1500
7.0
1200
7.0
1300
7.0
1100
final length/kips
3816"
30ld s
38'6"
301dps
38'6"
301dps
3816"
301cips
7.0
2900
7.0
2900
7.0
2900
7.0
2900
45'6"
30ki
45'6•'
301dm
4516"
30ldps
4516"
30ldps
Pile#49
Pile#50
Pile#5I
Pile#52
Pile#53
Pile#54
Pile#55
Pil056
len s1/
10.5
1 2000
10.5
I800
10.5
2000
10.5
1800
10.5
1800
10.5
2000
10.5
1800
10.5
1800
I= si/
10.5
1300
10.5
1200
10.5
1300
10.5
1500
10.5
1500
10.5
1500
10.5
1300
10.5
1400
length/psi/
10.5
1100
10.5
IDDO
10.5
1100
10.5
1500
10.5
1500
10.5
1400
10.5
1400
10.5
1500
length/psi/
7.0
1200
7.0
2500
7.0
2900
7.0
2900
7.0
2900
7.0
2900
7.0
1300
7.0
1000
Ien ' s
7.0
2900
38'6"
29ldps
3816"
30[dps
38'6"
301d
38'6"
301ti
38'6"
301dps
7.0
2900
7.0
2900
final lengtWps
45'6"
301fi
45'6"
301dps
45'6"
301ti ps
Pik457
Pile#58
Pile#59
Pile#60
Pile#61
Pile#62
PH063
Pilc#64
length/psi/
10.5
1800
10.5
1800
10.5
18DO
10.5
1800
10.5
1500
10.5
1500
10.5
1500
105
1500
length/psi/
10.5
1800
1 10.5
1400
10.5
1300
10.5
1500
10.5
1600
10.5
1500
10.5
1500
10.5
1500
length/psi/
1 10.5
1500
10.5
1100
10.5
1 1500
10.5
1500
10.5
1500
10.5
1000
10.5
1800
10.5
1800
length/psi/
7.0
1100
10.5
15DO
10.5
1500
10.5
1500
7.0
1000
7.0
1000
7.0
1000
7.0
2900
length/kips
7.0
2900
7.0
2900
7.0
2900
7.0
2900
7.0
1200
7.0
2800
7.0
2800
38'6"
3010 ps
final length/kips
4516"
30ldps
49'0"
3014
49'0•'
30ki s
49'0•'
30ld
7.0
2800
45'6"
30k1 s
45'6"
30ld ps
52'6"
301dps
Pile#65
Pile#66
Pile467
Pile968
Pile#69
Pile470
Pile#71
P0e072
len Ih/ s'U
10.5
I800
10.5
1700
10.5
1500
10.5
I800
10.5
1800
10.5
1800
10.5
1600
10.5
1500
ten si/
10.5
1800
10.5
1800
10.5
1700
10.5
1600
105
1600
10.5
1900
7.0
1300
7.0
1100
length/psi/
10.5
1500
10.5
1500
10.5
1400
10.5
1400
M5
1300
10.5
1300
7.0
1000
7.0
1000
Iev si/
10.5
1500
1 10.5
2900
10.5
2500
10.5
1500
00.5
1000
10.5
1200
7.0
1 1000
7.0
1000
len ' s
7.0
2900
42'0"
301ri
42'0"
291a
7.0
2700
7.0
2900
7.0
2800
7.0
2700
7.0
270D
liZlen ' s
49'0•'
30ld s
49'0"
30ld
49'0•'
30ki
49'0"
30Id
38'6"
30ki
38'6"
30ld ps
Pile#73
Pile#74
P0e#75
P8e#76
Pile#77
Pile#78
Pile#79
PROM
len si/
10.5
1800
10.5
1500
10.5
1600
10.5
1500
10.5
1800
10.5
1800
10.5
1800
10.5
1500
len si/
7.0
1500
7.0
1100
7.0
1500
7.0
1500
10.5
1500
10.5
1400
10.5
1500
10.5
1500
length/psi/
7.0
1100
7.0
1000
7.0
1500
7.0
1200
10.5
1000
10.5
1000
10.5
1000
10.5
1000
length/psi/
7.0
1000
7.0
1000
7.0
1100
7.0
1000
7.0
2700
7.0
2900
7.0
1500
7.0
1500
len ' s
7.0
2700
7.0
2900
7.0
1300
7.0
1500
38'6"
30[i
38'6"
301u
7.0
2700
7.0
1500
final len h/ki s
38'6"
301d s
38'6"
301d
7.0
2900
7.0
2900
45'6"
30].
7.0
1300
45'6"
301dps
4516"
30ld s
7.0
1800
59'6"
211ri
P8e#81
Pile#82
Pile#83
Pile#84
Pile#85
Pile#86
Pile#87
Pile#88
len sU
10.5
1600
10.5
1600
10.5
1500
10.5
1500
10.5
1600
10.5
1500
10.5
1400
10.5
1500
length/psi/
10.5
1300
10.5
1200
10.5
1400
10.5
1300
10.5
1400
10.5
1300
10.5
1300
10.5
1300
Ien si/
10.5
1100
10.5
1100
10.5
1000
10.5
1100
10.5
1100
10.5
1000
10.5
1000
10.5
2900
length/psi/
7.0
2500
7.0
2500
7.0
1200
7.0
1200
7.0
2600
7.0
2700
7.0
2900
31'6"
3010 ps
final length/kips
38'6•'
291fi
38'6"
91dps
7.0
2000
7.0
2900
38'6"
301d
38'6"
301u
38'6"
301ti ps
45'6"
23.5[d s
45'6"
30ki
Pile489
Pil690
Pile491
P0e#90.52
HODHODPile#94
Pile#95
P0e#96
In si/
10.5
1500
10.5
I500
10.5
1500
1
1500
10.5
1700
M5
150D
10.5
1500
10.5
1500
ten si/
10.5
1200
10.5
1000
10.5
1200
10.5
1200
105
1500
10.5 1
1500 1
10.5
1500
10.5
1500
length/psi/
10.5
1200
10.5E301d
10.5
1100
10.5
1000
10.5
1200
10.5
1400
10.5
1200
10.5
1300
Ien / su
7.0
2600
7.0
7.0
2900
7.0
2900
7.0
2500
7.0
2900
7.0
2600
7.0
29DO
final len ' s
38'6"
301u
38'6"38'6"
301d
38'6"
30Iri
38'6"
291ti
38'6"
30Iti
38'6"
301ti
386"
30ldps
Pile497
Pile#98Pile#99
Pile#100
Pile#101
Pile#102
Pi10103
PROM
length/psi/
10.5
1500
10.5
10.5
1500
10.5
1500
10.5
1500
10.5
2000
10.5
2000
10.5
2000
length/psi/
10.5
1100
10.5
10.5
1100
10.5
1200
10.5
1200
10.5
1800
10.5
1600
10.5
1800
length/psi/
10.5
1200
10.5
10.5
1000
10.5
1300
10.5
1200
10.5
1500
10.5
1500
10.5
1200
length/psi/
7.0
2900
7.0
7.0
2700
7.0
2800
7.0
2700
5.0
2900
7.0
2900
5.0
2900
final length/kips
38'6"
301u
38'6"38'6"
301d
38'6"
301ti
38'6"
301u
36'6"
3010
38-6"
301dw
3616"
301u
PROM
Pile#106
Pile#107
Pile4108
Pile#109
Pile#110
Pile#lll
Pile#112
len si/
10.5
2000
10.5
1800
10.5
1800
10.5
2000
10.5
1700
10.5
1800
10.5
1800
10.5
1800
length/psi/
10.5
1800
10.5
1600
10.5
1500
10.5
1600
10.5
1500
10.5
1500
10.5
1600
10.5
1500
len si/
10.5
2600
10.5
1400
10.5
1500
10.5
1400
10.5
1000
10.5
1000
10.5
1100
10.5
1300
len si/
31'6"
301u
7.0
2900
7.0
29DO
7.0
2900
7.0
1000
7.0
1300
7.0
1200
7.0
2900
final len i s
38'6"
301d
38'6"
301ri
38'6"
30Id
7.0
2900
7.0
2900
7.0
2900
38'6"
30ldps
45'6"
301ti
45'6"
301u
45'6"
301dps
Pile#113
Pi1d1114
Pile#115
Pile#116
Pile4117
Pile#118
Pile#119
Pilefi120
length/psi/
1 10.5
1800
10.5
1800
10.5
18DO
10.5
1800
10.5
1800
10.5
1800
10.5
1800
10.5
1800
length/psi/
1 10.5
1400
10.5
1500
10.5
1500
10.5
1600
10.5
1300
10.5
1200
10.5
1500
10.5
1500
Ien sI/
10.5
1200
10.5
1300
10.5
1300
10.5
1200
10.5
1400
10.5
1500
10.5
1500
10.5
1500
lenWpsil
7.0
2900
7.0
2900
7.0
29DO
7.0
2900
7.0
2900
7.0
2900
7.0
1000
7.0
1000
final len ' s
38'6"
30ldps
38'6"
30Id
38'6"
301d
38'6"
30ldps
38'6"
30ldps
38'6"
3D[dps
7.0
2900
7.0
2900
45'6"
3016
45'6"
3015
Pile4121
Pile#122
Pile#123
Pile#124
Pile#125
Pile#126
Pile#127
Pile#128
len si/
10.5
1500
10.5
1500
10.5
1000
10.5
1000
10.5
1500
10.5
1000
10.5
1500
10.5
1500
length/psi/
10.5
1500
10.5
1200
10.5
1200
10.5
1000
10.5
1000
10.5
1200
10.5
1400
10.5
2000
length/psi/
10.5
1500
10.5
1000
10.5
1200
10.5
3000
10.5
1500
10.5
1500
10.5
1500
21.0"E290uO
len 1✓ si/
7.0
1500
7.0
2900
7.0
2900
31'6"
301ti
7.0
2900
7.0
2900
7.0
2600
length/psi
7.0
2900
38'6"
301d
38'6"
301u
38'6"
3010
38'6"
301u
38'6"
301u s
fmd len ' s
45'6"
30ldps
Pile#129
Pile#130
P11e#131
Pile#132
Pile#133
Pile#134
Pile#135
Pile#136
len si/
10.5
1500
10.5
1500
10.5
1500
10.5
1500
10.5
1500
10.5
1500
10.5
1500
10.5
Ien / si
10.5
1900
7.0
1800
7.0
25DO
7.0
1800
7.0
2400
7.0
2900
7.0
1800
7.0
final len ' s
21'0"
221d
17'6"
2110
17'6"
291u
17'6"
211u s
17'6"
281d
1716"
30Io
17'6"
211ti
10.5
10.5
38'6"
301u
Pile#137
P0e#138
Pile#139
Pi OMO
I Plle#141
I
Pile#142
HOW
Pile#144
length/psi/
10.5
1500
10.5
1500
10.5
1500
10.5
1600
M5
1500
10.5
1500
10.5
1500
10.5
1500
len si/
10.5
1200
7.0
1500
10.5
1500
10.5
1500
10.5
15DO
10.5
1500
10.5
1500
10.5
1100
length/psi/
10.5
1200
10.5
1200
10.5
1500
10.5
1500
10.5
1100
10.5
1000
10.5
1500
10.5
1100
length/psi/
7.0
2900
10.5
2900
7.0
2600
7.0
2700
7.0
1000
7.0
1000
7.0
1300
7.0
2800
final le.gdOdps
38'6"
301d
38'6"
301d
38'6"
30ldps
3816"
301dw
7.0
1000
7.0
2900
7.0
2900
38'6"
301dps
7.0
2900
45'6"
301dps
4516"
301u s
52'6"
30ldps
Pile#145
Pile#147
Pile#148
Pile4149
Pile#I50
Pile#151
Pile#152
length/psi/
10.5
1500
1 10.591
5500
10.5
1500
1 10.5
1500
10.5
1800
10.5
I500
10.5
IB00
10.5
IB00
len sV
10.5
1500
10.5
1000
10.5
1000
10.5
1000
10.5
1800
10.5
1800
10.5
1600
10.5
1600
Ien si/
10.5
1000
10.5
1200
10.5
1100
10.5
900
10.5
1100
10.5
1100
10.5
I100
10.5
1000
lengthIpsil
7.0
2000
10.5
2900
10.5
2900
10.5
2900
7.0
2900
7.0
2900
7.0
2900
7.0
2900
final lengdOcips
38'6"
23.51fi s
4210"
301cips
42'0"
301dps
42'0"
301dps
3816"
301d
38'6"
301d
38'6"
301d
38'6"
301d
PROM
Pile#154
Pile4155
PileLl-I
PileLl-2
PileLl-3
PileL14
PileLl-5
Ien sU
10.5
1200
10.5
1500
10.5
2200
10.5
1500
10.5
1500
10.5
1500
10.5
1500
10.5
1500
IcngdYpsU
10.5
1000
10.5
1200
10.5
1000
10.5
1400
10.5
1400
10.5
1400
10.5
1500
10.5
1500
Icn si/
10.5
1100
10.5
1000
10.5
1000
10.5
1300
10.5
1300
10.5
1400
10.5
1500
10.5
1600
length/psi/
10.5
2900
10.5
2900
10.5
2900
10.5
1000
10.5
1300
10.5
1000
10.5
2800
10.5
2800
final len ' s
42'0"
301dps
42'0"
301dps
4210"
301dps
1005
2700
7.0
1000
7
2900
42'0"
301u
42'0"
301dps
52'6"
301dw
7.0
2900
49'0"
301dps
56'0"
301d
PileLl-6
PileLl-7R301d
Pi1eLl-8
PileLl-9
PileL1-10
PileL2-1
PileL2-2
PileL2-3
length/psi/
10.5
1500
10.5
10.5
1000
10.5
1000
10.5
1000
10.5
1500
10.5
1500
10.5
1500
length/psi/
10.5
1300
10.5
10.5
1500
10.5
1500
10.5
1400
10.5
1800
10.5
1600
10.5
1500
Ien sU
10.5
1600
10.5
10.5
1000
10.5
1000
10.5
1000
10.5
1000
10.5
1200
10.5
1100
Ien si/
10.5
2800
10.5
10.5
3000
10.5
1500
7.0
3000
7.0
1200
7.0
1000
7.0
1100
final Icn s
42'0"
301d
42'0"42'0"
301d
10.5
3000
38'6"
301d
10.5
3000
7.0
2000
7.0
1500
52'6"
301fi
49'0"
301d
7.0
2800
7.0
2800
52'6"
30ldps
52'6"
301d
PileL24
PileL2-5
PileL2-6
PileL2-7
PileL2-8
PileL2-9
PileL2-10
PileL2-11
length/psi/
1 10.5
1500
10.5
1500
10.5
1500
1500
10.5
1500
10.5
1500
10.5
1000
10.5
1000
length/psi/
10.5
1400
10.5
1300
10.5
1500
1400
10.5
1500
10.5
1000
10.5
1000
10.5
1100
length/psi/
10.5
1800
10.5
1100
10.5
1000
1800
10.5
1000
10.5
1200
10.5
1000
10.5
1000
len si/
10.5
1200
10.5
2800
10.5
1000
1000
10.5
1000
10.5
1800
10.5
1500
10.5
1500
Icn sV
10.5
1200
42'0"
30ld
105
2800
2800
10.5
2800
10.5
2800
10.5
2800
10.5
2900
Ien si/
10.5
2800
52'6"
30Id
P52'6"
301d
52'6"
301d
52'6"
30ld
52'6"
301d
52'6"
301ufinal
Icn ' s
63'0"
301dpsPileL2-12
POeL3-1
PileL3-2
PilcL34
P11eL3-5
Pil&3-6
PileL3-7
len si/
10.5
1000
10.5
1000
10.5
1000
1000
10.5
1400
10.5
1500
10.5
1500
10.5
1500
Ien si/
10.5
1100
10.5
1000
10.5
1000
1000
10.5
1400
10.5
1500
10.5
1500
10.5
1000
lengtlypsil
10.5
1000
10.5
1500
10.5
1800
10.5
1500
10.5
1000
1 10.5
1 1000
10.5
1000
10.5
1000
length/psi/
10.5
1900
10.5
1500
10.5
1500
10.5
1500
10.5
2900
10.5
2900
10.5
2900
10.5
2900
length/psi/
10.5
2900
10.5
2500
10.5
2500
10.5
2900
42'0"
30ldW
4210"
38ldps
4210"
30ldps
4210"
301dps
final length4cips
5216"
301d
52'6"
291dps
52'6"
291dps
52'6"
301dps
Pil 3-8
Pi1eL3-9
PileL3-10
Ien si/
10.5
1500
10.5
1400
10.5
1400
length/psi/
10.5
1200
10.5
1300
10.5
1300
length/psi/
10.5
1700
10.5
1600
10.5
1400
length/psi/
7.0
2900
7.0
1500
7.0
1500
final lrn ' s
38'6"
7.0
2900
7.0
2900
-301dps
45'6"
301d
45'6"
301u
Ahrens Companies pile footage totals Treasure Coast Hangar Ft. Pierce FC
Pile#
Gross Length
Estimated
1
38.5
2
38.5
3
38.5
4
38.5
5
38.5
6
38.5
7
38.5
8
38.5
9
38.5
10
38.5
11
38.5
12
38.5
13
38.5
14
38.5
15
38.5
16
38.5
17
38.5
18
45.5
19
52.5
20
45.5
21
45.5
22
45.5
23
45.5
24
45.5
25
45.5
26
45.5
27
45.5
28
38.5
29
38.5
30
38.5
31
38.5
32
38.5
33
38.5
34
38.5
35
45.5
36
38.5
37
38.5
38
38.5
39
38.5
40
38.5
41
38.5
42
38.5
43
38.5
44
38.5
45
45.5
46
45.5
47
45.5
48
45.5
19
45.5
0
38.5
51
38.5
52
38.5
53
38.5
54
38.5
55
45.5
56
45.5
57
45.5
58
49
59
1 49
60
49
61
52.5
62
45.5
63
45.5
64
38.5
65
49
66
42
67
42
68
49
69
49
70
49
71
38.5
72
38.5
73
38.5
74
38.5
75
45.5
76
45.5
77
38.5
78
38.5
79
45.5
80
59.5
81
38.5
82
38.5
83
45.5
84
45.5
85
38.5
86
38.5
87
38.5
88
31.5
89
38.5
90
38.5
91
38.5
92
38.5
93
38.5
94
38.5
95
38.5
96
38.5
97
38.5
98
38.5
99
38.5
100
38.5
101
38.5
102
36.5
103
38.5
104
36.5
105
31.5
106
38.5
V1
op
m
Vl
DD
m
Vf
Vl
v
Ill
Ul
v
Vf
Ul
v
V1
a0
m
VI
c0
m
Vf
W
m
YI
o6
m
Vf
00
m
Li
w
m
vl
w
m
Vf
N
v
N
N
v
N
m
v
Vf
M
m
V1
W.
m
m
m
Vf
M
m
vl
M
m
Lq
M
m
N
N
Vl
n
.+
Vl
n
.r
Vl
N
.+
m
n
.+
Ul
n
.�
Uf
n
rI
Wf
M
m
vl
W
m
Ul
M
m
N
M
m
YI
W
m
YI
N
m
Ul
m
v
Ui
N
v
vl
m
m
vl
W
m
V
V
V
L
W
m
Ul
M
m
Vf
M
m
vl
W
m
N
a
N
N
L
N
b
m
N
N
N
n
to
ei
.+
ei
N
e1
m
ei
v
ei
In
ei
{o
ei
n
ei
m
M
m
e1
o
N
e1
.+
N
ei
ry
NN
I'1
m
eel
a
N
ei
m
eY
Io
eY
n
ei
m
ei
m
M
o
e1
.H
ei
ry
ei
m
ei
a
ei
In
ei
Io
eel
n
e1
m
ei
m
e1
o
e1
.-I
e1
N
ei
m
eel
a
e1
m
ei
b
ei
n
ei
m
e1
o1
el
0
e1
.+
'i
N
M
m
ei
v
ei
In
e1
N
J
N
J
m
J
a
J
m
J
W0
J
Ll-7
42
L1-8
42
U-9
52.5
L1-10
38.5
L2-1
49
L2-2
52.5
L2-3
52.5
L2-4
63
L2-5
42
L2.6
52.5
L2-7
52.5
L2-8
52.5
L2-9
52.5
L2-10
52.5
L2-11
52.5
L2-12
52.5
L3-1
52.5
L3-2
52.5
L3-3
52.5
L3-4
42
L3-5
42
L3-6
42
L3-7
42
L3-8
38.5
L3-9
45.5
L3-30
45.5
Totals
7717 gross feet
5880 lineal feet
1837 feet over estimate
per bid dots
r
X7KC M:odEl�
WiffBIG'd0i1 � Part Number X7KC
Pressure 1 } - „ {' , Motor Mount SAE C 2 Bolt 100ccls
'r
Min. Hydraulic Flow 4,GPM (15 Lpm)
�. 6380!• ' ' - c ,� .0 Max. Hydraulic: Flow 25.GPM V5Lpm), ,
[162.05] - - t, Max. Continuous Pressure 3000 PSI (207 Bar)
� `'^' -'. c2a Output Shaft 6Bolt Flange
• t r
1,500,PIN. ,•;
64k f OUTPUTSPEED V)
'�•:,c. G".4. o FLOW SPEED a�
a'• i7 d l GPM'(LPM) RPM
1 J j; . 4(15.1) . 4. 1}F
-' 8(30.2) 8 #;
10 (37.8).. 10...
12(45.4) 12 n.
lability Under '' ,' ,� 14 (53) 15
0 0 " Pressure 2 1 r°
p 5 ,P t� ! or n' 16 (60.4) 17
co ' a . M; r Yf .n , sV r x'� 18 (68.1).. 19 l� o
�v ;ill ref° 20(75.6), 21 u.
nm -- - �4:rfi .i.4{^>..¢ r"tx',•,y.,+o-'1a 22(83.3) 23: ,
m.�. " ,. i ,,,.. y 'rL':.+T.�-it Jr. 1 26(94.6). 26
rTORQUE
�1,, OUTPUTT .
x ri UE
sd
x.
1h �PRESSURE TORQUE
PSI (BAR)' Fi/LBS.(Nm)
400(28) 943 (1279)
9 Y
600(41) 1415(1919) _'Y-
�x"' 800(55) 1867 (2558)
• F:i ° 'I . °� , aY ,� �+ Y x i �' 1000.(69); 2358 (3198)
1200.83 2830
,. '; 1 u •A,. + r , 1400'(97) 3301,(4476)
403937 '� ✓ „1 = � 16001(110) 3773(5116)
1.260 [56100:00] r �p E+1 1, 1800 (124)' 4245 (5756)
[32.00], J A^ i 3 , 2000 (138)4716 (6395) f,
„ a r
, r . '{• z„� ` . • � , � 22001(152) 5188 (7035)' , r-
r.,. a .. 2400 (166) 5659 (7674) a
013.386; OUTPUT SHAFT 5'+' 26%(179) 6131,(8313)
[¢340:00] �* ` t' 6x BOLT,PATTEFiN e, 2800(193) 6602(8953)
( ) 3000 (207)' 7074 (9592)
Note. 1 FUb =1.356 Nm
'.T
`-
IL Lill
-
' �Jx 1 ♦J�y_1 f ut.{' J ,p.yr! °!('!q{�i^:•
AVCON Project No. 2017.159.01
November 1, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.4
Dear Mr. Stepalavich:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
October 5, 2019 through November 1, 2019. Inspections took place on November 1, as the helical piles were
installed, and the rebar for the footings was re -inspected. Our inspections were performed in accordance with the
structural documents, signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the project
specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the
plans or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of October 5, 2019 through November 1, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL. _
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
q, .4�.awen. as+...•�wu..m
��ucexg. i'+ti u..vyore�u
a xassax as .�.��
RickV. Baldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No. 1019
cc: Addressee, Gary Stepalavich StepalavichG@stlucieco.ore
County Project Manager, Scotty Beaulieu beaulieus@stlucleco.ore
Chief Plans Examiner, William Durden DurdenW@stlucleco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING 9 TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
AVCON Project No.2017.159.01 Phone: (407) 599-1122
November 1, 2019 Fax: (407) 599-1133
www.avconinc.com
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.4
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 11/01/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
E
4
E
Page 2 of 2
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: Port St Lucie
Project Name: FPR MRO Hangar
Update Period: 10.28-19 to 11-01-19
1907-0552
Permit No.:
Project No.: 2017.0259.01
Attention: Ahrens Construction/St Lucie County
Project Location: Port St. Lucie, St. Lucie County, Florida
Threshold Agent: Rick V. Baldocchi
SIL
Date
Daily
Structure) Element
LeLocationDescriptionineer
e
1
S.I.
Engineer of Record
�''I'
Dato
Daily
Report
No.
Report No.
Response
Closed
No.
1
8-26-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
8-30-19
SIL
Helical Pies
Footings A-7 & L-7
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary
not show helical piles within
calculations and
2
the footings.
revised plans
3
09/20M9
SIL
Helical Pies
Footings A-7— C-7,
The contract documents do
RVB
FOR approved
RVB
10130(11)
009
Summary 3
F7—L7, G-8 & L-6,
not show helical piles within
calculations and
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locations
The rebar in the top mat
RVB
Delegated engineer
RVB
11/01/19
009
Summary4
deviate from plans/shop
submitted letter
drawings
regarding the
removal of top mat
hooks - FOR
accepted
r The Special Inspector, aok V. Baldcochi, P.E., achnoWedges this deficiency.
aThe Special Inspector, Rick V. Baldocctii, P.E., acknowledges resolution to this deficiency.
This is a brief summary of the SIL Refer to the daily report for a detailed description. Page 1 of 1
..�V. LV I'V.\ V/ .II 11Lr VI\1
UUJ
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS
SCOPE OF WORK:
DATE: 11/01/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0473
Observed rebar that was placed prior over the helical pile caps. Plans for that have been approved from FOR for helical piles.
FOR approved plans/letter for footings.
Final elevations for anchor bolts will be corrected prior to the concrete placement, as well as general housekeeping as per the
contract to ensure that excess debris that has sluffed in will be removed.
INSPECTOR: Jason Teliszczak - w/Avcon
FIELD COPIES TO: AVCON
AVCON, INC.
ENGINEERS&P"I EM
5355 G. Michigan St, San. 200
Orlando, Florida 32822
Phonc:(407)599-1122
F= (407) 599-1133
%" w.ovconinc.com
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
AVCON Project No. 2017.159.01 Phone: (407) 599-1122
November 8, 2019 Fax: (407) 599-1133
www.avconinc.com
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.5
Dear Mr. McGuinness:
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
November 4, 2029 through November 8, 2019. Inspections took place on November 6, as the rebar for the
footings were re -inspected prior to the placement of concrete, as well as the concrete placement. Our inspections
were performed in accordance with the structural documents, signed, and sealed by the Engineer
of Record, Luca DelVerme PE (AVCON INC), and the project specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the plans
or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of November 4, 2019 through November 8, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
Rick V. Baldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No. 1019
M ba.saNM.� �I W'm.
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ay vuon^"t'0, MYJg{M,pOwswrme..iu[m�!Intl
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6�ijq���t= fFPMYrt0Yl11GEL
cc: Addressee, Gary Stepalavich SteoalavichG@stlucieco.org
County Project Manager, Scotty Beaulieu beaulieusPstlucleco.ore
Chief Plans Examiner, William Durden DurdenW@stlucleco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL 9 AIRPORT & AVIATION CONSULTING 9 TRANSPORTATION DESIGN & PLANNING
M --
AVCON Project No. 2017.159.01
November 8, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Gary Stepalavich, Building Official
Reference: MRO FPR Hangar
Permit No.1907-0550 & 1812-0471
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.5
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 11/06/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
n
0]
67
Page 2 of 2
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconine.com
CIVIL & STRUCTURAL 9 AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
4�J
SPECIAL INSPECTION LOG
"CON, INC.
ENGINEERS & PLANNERS
Permitting Agency: St Lucie County
Project Name: FPR MRO Hangar
Update Period: 11/04I79 to 11/08/19
Permit No,: 1907-0550 - Foundation &
1907-0550
Project No.: 2017.0259.01
e -g - Structure
Attention: Ahrens Construction]St Lucie County
Project Location: Port St. Lucie, St. Lucie County, Florida
Threshold Agent Rick V. Baldocchi
SIL
Date
Daily
Structural Element
Location
s
r
Engineer of Record
Date
Daily
Report
No.
NO.
Report No.
Response
Closed Closed
No.
1
8-26-19
SIL
Helical Piles
NIA
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
8-30-19
SIL
Helical Piles
Footings A-7 & L-7
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary
not show helical piles within
calculations and
2
the footings.
revised plans
3
09/20/19
SIL
Helical Piles
Footings A-7—C-7,
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary 3
F7— 1-7, G-8 & L-8,
not show helical piles within
calculations and
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locations
The rebar in the top mat
RVB
Delegated engineer
RVB
11/01/19
009
Summary 4
deviate from plans/shop
submitted letter
drawings
regarding the
removal of top mat
hooks - FOR
accepted
zThe Special Inspector, Rick V. Baldocchi, P.E, acmowledges this deficiency.
a The Special Inspector, Rids V. Baldocchi, P.E., acknowledges resolution to this deficiency.
This is a brief summary oftho SIL Refer to the daily report for a detailed descnption. Page 1 of 1
II V OrC V I I V IN UMIL T MM-UM I
mug
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS
SCOPE OF WORK:
DATE: 11/06/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0471
Re -inspected rebar that was placed for foundations over the helical pile caps. Final elevations for anchor bolts were corrected
prior to the concrete placement, as well as general housekeeping to ensure that vegetation growth was removed.
Temperature avg. was 71-84 degrees, wind avg. was 0-9 mph. No significant rainfall occurred during the concrete placement.
Concrete mix SW695R30 Spec W/C 0.50 #57 was used. The first truck arrived on -site at 7:10am with 11 CY out of 200 CY.
Bolts were reset during the concrete placement.
Final truck began to place concrete at L1 at 2:30pm, for a total of approx. 238 CY.
INSPECTOR: Jason Teliszczak - w/Avcon
FIELD COPIES TO: AVCON
AVCON, INC.
ENGINEERS h PLLNNEaS
5555 E. Michigan St, SUIm200
Orlando, Florida32822
Plwnc:(407)599-1122
Fax: (407)599-1173
'"Mavconinacora
AVCON Project No. 2017.159.01
November 15, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Project No. 1907-05S2
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO. 6
Dear Mr. McGuinness:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
November 11, 2019 through November 15, 2019. Inspections took place on November 13, as the rebar for the
slabs were inspected. Our inspections were performed in accordance with the structural documents, signed, and
sealed by the Engineer
of Record, Luca DelVerme PE (AVCON INC), and the project specifications.
Our special inspector and his 'duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SlUs, previously reported as non -compliant with regard to the plans
or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of November 11, 2019 through November 15, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AWON, Inc.
Certificate of Authorization No. 5057
1/ 8a"&aC4; A(r
RickV. Baidacchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No. 1019
ww Wuawv.wnaenrcmwa..
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''h0N"�,..x^� �uwveTwanteew awi ;em
cc: Addressee, Gary Stepalavich SteoalavichGPstlucieco.ore
County Project Manager, Scotty Beaulieu beaulieusrx7stlucieco.ore
Chief Plans Examiner, William Durden DurdenW@stlucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL 9 AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
AVCON Project No. 2017.159.01
Phone: (407) 599-1122
November 15, 2019
Fax: (407) 599-1133
www.avconinc.com
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Permit No.1907-0550 & 1812-0471
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.6
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 11/13/19
(See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
E
17
E
Page 2 of 2
CIVIL & STRUCTURAL 9 AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
t
"CON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: St Lucia County
Project Name: FPR MRO Hangar
Update Period: 11/11119 to 11/15/19
1907-0550
Permit No.: 1907-0550 - Foundation &
Project No.: 2017.0259.01
812-0 -S u
Attention: Ahrens Construction/St Lucie County
Project Location: Port St. Lucie, St. Lucie County, Florida
Threshold Agent: Rick V. Baldocchi
SIL
Date
Daiy
Structural Element
Location
3
Description
1
S.I.
Engineer of Record
'I'
Date
Daily
Repoli
No.
Report No.
Response
Closed
No.
1
8-26-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
8-30-19
SIL
Helical Piles
Footings A-7 & L-7
The Contract documents do
RVB
FOR approved
RVB
10/30/19
call
Summary
not show helical piles within
calculations and
2
the footings.
revised plans
3
09/20/19
SIL
Helical Piles
Footings A-7—C-7,
The Contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary 3
F7—L7, G-8 & L-8,
not show helical piles within
calculations and
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locations
The rebar in the lop mat
RVB
Delegated engineer
RVB
11/01/19
009
Summary 4
deviate from plans/shop
submitted letter
drawings
regarding the
removal of top mat
hooks - FOR
accepted
sThe Special Inspector, Rick V. Beldocchl, P.E., acknowledges this deficiency.
a The Special Inspector, Rick V. Baldocchi, P.E., ecimowledges resolution to this deficiency.
This is a brief summaryof the SIL Refer to the daily report for a detailed description. Page 1 of 1
am
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS
SCOPE OF WORK:
11/13/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0471
Inspected rebar that was placed for slabs. 4", 6", and 12" slabs with column blockouts.
Final elevations for anchor bolts were finalized within the column blockouts by installing high strength grout for the 10" steel
plate.
General housekeeping will need to take place prior to concrete placement. Concrete is tentatively scheduled for Monday,
11/18/19 at 7am.
INSPECTOR: Jason Teliszczak- w/Avcon
FIELD COPIES TO: AVCON
AVCONa INC.
ENGINEERS & PLANNERS
5553 C Michigan SL, Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
rm: (407) 599-1133
wmw twonimcona
AVCON Project No. 2017.159.01
November 22, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Project No.1907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.7
Dear Mr. McGuinness:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
November 18, 2019 through November 22, 2019. Inspections took place on November 18 and 20, as concrete for
the office/bathroom slabs was placed. Our inspections were performed in accordance with the structural
documents, signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the project
specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the plans
or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of November 28, 2019 through November 22, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
�'te
Certificate of Authorization No. 5057
/" Y • ga"CIC-411 lor
RickV. Bafdocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No. 1019
,waNw�v.emu�reeia.m,
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� rem.nrzn.m�aw.raeon
mmeo^•. v.e+mire
cc: Addressee, Gary Stepalavich SteoalavichG()stlucieco.org
County Project Manager, Scotty Beaulieu beaulieus(astlucieco.org
Chief Plans Examiner, William Durden DurdenW@stlucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON Project No. 2017.159.01
November 22, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Permit No. 1907-0550 & 1812-0471
St. Lucie County, Florida
THRESHOLD REPORTSUMMARY NO.7
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
DAILY REPORT(S): Threshold Inspection Daily Report(s): 11/18/19,11/20/19
[See attached report(s) for locations and observations.)
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
If]
I9
n
Page 2 of 2
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
"CON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: St Lucie County
Project Name: FPR MRO Hangar
Update Period: 11/18/19 to 11I22119
Permit No.: 1907-0550 - Foundation &
1907-0550
8 Structure
Project No.: 2017.0259.01
Attention: Ahrens Construction/St. Lucie County
Project Location: Fort Pierce, St. Lucie County, Florida
Threshold Agent Rick V. Baldocchi
SIL
No.
Date
Daily
Report No.
Structural Element
Location
a
Description
t
S.I.
Engineer of Record
Response
'S'I.
Date
Closed
Daily
Report
No.
1
a-29-19
SIL
Helical Piles
NIA
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
8-30-19
SIL
Helical Piles
Footings A-7 S L-7
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary
not show helical piles within
calculations and
2
the footings.
revised plans
3
09120/19
SIL
Helical Piles
Footings A-7—C-7,
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary 3
F7— L7, G-8 & L-8,
not show helical piles within
calculations and
1
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locators
The rebar in the top mat
RVB
Delegated engineer
RVB
11/01/19
009
Summary 4
deviate from plans/shop
submitted letter
drawings
regarding the
removal of top mat
hooks - FOR
accepted
t The Special Inspector, Rick V. Saldocchi, P.E., adviowledges this deficiency.
aThe Special Inspector, Rick V. Baldowhi, P.E., acknowledges resolution to this deficiency.
This is a brief summary of the SIL Refer to the daily repon for a detailed description. Page 1 of t
i_
INSPLG I IUN DAILY KLNUK I
V IG
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
SCOPE OF WORK:
DATE:11/18/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0471
Re -inspected rebar prior to the concrete placement, as well as general housekeeping on the western office/bathroom slab
up to the control joint.
Temperature avg. was 71-84 degrees, wind avg. was 0-9 mph. No significant rainfall occurred during the concrete
placement.
Concrete mix SW695R30 Spec W/C 0.50 #57 was used. The first truck arrived on -site at approx. 7am with 11 CY out of
99 CY
Final truck completed placing concrete at approx. 10am, for a total of approx. 99 CY.
INSPECTOR:
FIELD COPIES
Jacob Cano - w/Avcon
AVCON
AVCON, INC..
e�clr+esas m r3.wNees
5555 & Michigan St, Suite 200
Orlando, Florida 32822.
Plmne: (407) 599-1122 '
Fax: (407)599.1133
MWAVCuninc.com
IIW7rM, I IUN Will-T Mr-t'URI
u IJ
PROJECT: FPR MRO
Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS
SCOPE OF WORK:
DATE:11/20/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0473
Re -inspected rebar prior to the concrete placement, as well as general housekeeping on the eastern office/bathroom slab up
to the control joint of the prior western slab.
Temperature avg. was 57-71 degrees, wind avg. was 7-9 mph. No significant rainfall occurred during the concrete
placement.
Concrete mix SW695R30 Spec W/C 0.50 #57 was used. The first truck arrived on -site at approx. lam with 11 CY out of 75
CY.
Final truck completed placing concrete at approx. 10:30am, for a total of approx. 75 CY
INSPECTOR: Jason Teliszczak - w/Avcon
FIELD COPIES TO: AVCON
AVCINC.
ENGINEERS R &PL PL\NNERS
5555 E. Michigan St., suiie200
Orlando, Florida 32822
Phone; (407) 599-1122
Fax: (407) 599-1133
' mm.aveonine.rnm I
AVCON Project No. 2017.159.01
December 11, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Project No. 2907-0552
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.8
Dear Mr. McGuinness:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
December 2, 2019 through December 2, 2019. Inspections took place on November 18 and 20, as concrete for the
office/bathroom slabs was placed. Our inspections were performed in accordance with the structural documents,
signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the project specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the plans
or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of December 2, 2019 through December 2, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
I/ aaz6ae4; Pam'
Rick V. Boldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No. 1019
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cc: Addressee, Gary Stepalavich StepalavichGAstlucieco.orf;
County Project Manager, Scotty Beaulieu beaulieus0stlucieco.ore
Chief Plans Examiner, William Durden DurdenW@stlucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING 9 TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
AVCON Project No. 2017.159.01
Phone: (407) 599-1122
December 11, 2019
Fax: (407) 599-1133
www.avconine.com
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Permit No. 1907-0550 & 1812-0471
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.8
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 12/06/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - FOR Report
1
I7
1
Page 2 of 2
CIVIL & STRUCTURAL 9 AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: St. Lucie County
Project Name: FPR MRO Hangar
Update Period: 12/02/19 to 12/06/19
1907-0552
Permit No.: 1907-0550 — Foundations &
1812-0471-Structure
Project No.: 2017.0259.01
Attention: Ahrens ConstructiontSt Lucie County
Project Location: St. Lucie County, Florida
Threshold Agent Rick V. Baldocchi
SIL
No.
Data
Daily
Report No.
Structural Element
Location
r
Description
S.I.
Engineer of Record
Response
'I'
Date
Closed
Daily
Report
No.
1
8-26-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
8-30-19
SIL
Helical Piles
Footings A-7 & L-7
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary
not show helical piles within
calculations and
2
the footings•
revised plans
3
09/20/19
SIL
Helical Piles
Footings A-7—C-7,
The contract documents do
RVB
FOR approved
RVB
10/3D/19
009
Summary 3
F7— L7, GA & L-B,
not show helical piles within
calculations and
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locations
The mbar in the top mat
RVB
FOR approved
RVB
11/01/19
009
Summary 4
deviate from plans/shop
calculations and
drawings.
revised plans
5
10/04/19
SIL
Foundations
Footings
Column anchor bolts and
RVB
Summary 5
adjustment nuts were
encased with high shrink
grout prior to steel column
placement. Columns that
.The special Inspector, Rick V. Baldocchi, P.E., acknowledges this deficiency.
a The Special Inspector, Rick V. Baldocchl, P.E., acknowledges resolution to this deficiency.
This is a brief summery of the SIL. Refer to the daily report for a detailed desorption. Page 1 cf 2
"CON, INC.
ENGINEERS & PLANNERS
have been placed are not
bearing evenly on the grout.
iThe Special Inspector, Rick V. Baldocchi, P.E., acknoxledges this deficiency.
a The Special Inspector, Rick V. Baldocchi, P.E., acknowledges resolution to this deficiency.
This is a Met summary of the SIL. Refer to the daily report for a detailed desorption. Page 2 of 2
nVJr". Awry uMlLr r\crvnl
ulY
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS
SCOPE OF WORK:
DATE:12/0619
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0471
Inspected rebar prior to the concrete placement, as well as general housekeeping on the eastern column locations for 12"
slab to be installed for grideline "A". Concete placement is scheduled for 12/06/19 at 7am.
Inspected rebar prior to the concrete placement, as well as general housekeeping on the trench drain at approximately
the middle of the hanger. The survey crew discovered that the layout was wrong, and the trench drain will have to be re-
shot and moved to the appropriate location called out in the plans, further north.
The columns that were placed in grideline 7, east to west from A7 to LZ were infilled with grout encapsulating the
adjustment nut prior to placing the steel columns. The columns were set, and there were significant gaps between the
north toe of the steel and the grout that was placed.
See attached photo.
INSPECTOR: Jason Teliszczak- w/Avcon
FIELD COPIES TO: AVCON
AVCON, INC.,
ENGINEERS & PLANNERS
5553 E. Michigan SL, S"iro 200
Orlando, Florida 32822
Pllone:(407) 599-1122
Fax: (407) 599-1133
www.avconinc.wm
r-
AVTON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan Street
Suite 200
Orlando, FL 32822-2779
Phone: (407) 599-1122
Email: avcon@avconinc.com
www.avconinc.com
V.920170259. 01— FPR MRO Hangar CPS
DATE: December 9, 2019
TO: File
FROM: Luca DelVerme, PE
REFERENCE: Notes from on -site observations
FPR MRO Hangar CPS
MRO — Treasure Coast International Airport
An "CON, INC. (AVCON) representative visited the site on December 4, 2019 to observe the
construction progress in regards to the footings, column placement, and overall progress.
Field observations recorded the following:
• Column anchor bolts and adjustment nuts were encased with high shrink grout prior to steel
column placement. See Photos 1-3
• Column base plate is not bearing on grout uniformly (See Photo 2). CRITICAL PATH
ACTION: GC shall secure the acceptance of the non -uniform condition
found with the PEMB Manufacturer's Engineer via a signed and sealed
letter prior to installing the beam sections onto the column sections.
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
%l
Photo 2
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
Photo 3
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON Project No. 2017.159.01
December 11, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Project No. 1907-0559)
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.8
Dear Mr. McGuinness:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St, Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconine.com
SCANNED
BY
St. Lucie County
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
December 2, 2019 through December 2, 2019. Inspections took place on November 18 and 20, as concrete for the
office/bathroom slabs was placed. Our inspections were performed in accordance with the structural documents,
signed, and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the project specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the plans
or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of December 2, 2019 through December 2, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
� 1/ aa"C44; P.l�-
Rick V. Baidacchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No.1019
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' Roam�p Uxuwo nazm,
F mviuttawmonv,.nox:xn
'n,u�nec^:.. vwtiaQeaov%r[wuwi ..
cc: Addressee, Gary Stepalavich SteoalavlchGCdstlucieco.org
County Project Manager, Scotty Beaulieu beaulleus(alstlucleco.org
Chief Plans Examiner, William Durden DurdenW@stiucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING 9 TRANSPORTATION DESIGN & PLANNING
AVCON Project No. 2017.159.01
December 11, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Jim McGuinness, Building Official
Reference: MRO FPR Hangar
Permit No. 19D7-OSSO & 2812-0471
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.8
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 12/06/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - FOR Report
1
1
Page 2 of 2
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: St. Lucie County
Project Name: FPR MRO Hangar
Update Period: 12/02/19 to 12/06/19
1907-0552
Permit No.: 1907-0550 — Foundations &
1812-0471 - Structure
Project No.: 2017.0259.01
Attention: Ahrens Construction/St Lucie County
Project Location: St. Lucie County, Florida
Threshold Agent Rick V. Baldocchi
SIL
Date
Daily
Structural Element
Location
3
Description
t
S.I.
Engineer of Record
Date
Daily
Report
No.
Report No.
Response
Closed
No.
1
8-26-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
"a-19
SIL
Helical Piles
Footings A-7 & L-7
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary
not show helical piles within
calculations and
2
the footings.
revised plans
3
09/20/19
SIL
Helical Piles
Footings A-7—C-7,
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary 3
F7— L7, G-B & L-B,
not show helical piles within
calculations and
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locations
The rebar in the top mat
RVB
FOR approved
RVB
11/01/19
009
Summary 4
deviate from plans/shop
calculations and
drawings.
revised plans
5
10/04/19
SIL
Foundations
Footings
Column anchor bolts and
RVB
Summary 5
adjustment nuts were
encased with high shrink
grout prior to steel column
placement. Columns that
'The SPedal Inspedor, Rick V. Beldocchi, P.E., acknowledges this deficiency.
3 The Special Inspector, Rick V. Saldocchi, P.E., acknowledges resolution to this deficiency.
This is a bdef summary of the SIL. Refer to the daily report for a detailed descipuon. Page 1 cf 2
AVCON, INC.
ENGINEERS & PLANNERS
have been placed are not
bearing evenly on the grout.
zThe Spacial Inspector, Rick V. Beldocchi, P.E., acknowledges He deficiency.
The Spacial Inspector, Rick V. Baldocchi, P.E., acknowledges resolullon to the deficiency.
s This is a brief summary of the SIL. Refer to the daily report for a detailed description. Page 2 of 2
IICt- J342INJALL'11A'�:A1�1:�
0�
PROJECT: FPR MRO Hangar
I nrerinnl. Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS
SCOPE OF WORK:
DATE:12/0619
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0471
Inspected rebar prior to the concrete placement, as well as general housekeeping on the eastern column locations for 12"
slab to be installed for grideline "A". Concete placement is scheduled for 12/06/19 at 7am.
Inspected rebar prior to the concrete placement, as well as general housekeeping on the trench drain at approximately
the middle of the hanger. The survey crew discovered that the layout was wrong, and the trench drain will have to be re-
shot and moved to the appropriate location called out in the plans, further north.
The columns that were placed in grideline 7, east to west from A7 to LZ were infilled with grout encapsulating the
adjustment nut prior to placing the steel columns. The columns were set, and there were significant gaps between the
north toe of the steel and the grout that was placed.
See attached photo.
INSPECTOR: Jason Teliszczak - w/Avcon
FIELD COPIES TO: AVCON
AVCON, 1NC.
ENGINEERS & PLANNERS
5555 E. Michigon St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122.
Fax: (407) 599-1133 1
www.avconinacom
s AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan Street
Suite 200
Orlando, FL 32822-2779
Phone: (407) 599-1122
Email: avcon@avconinc.com
www.avconinc.com
V.•120170259.01— FPR MRO Hangar CPS
DATE: December 9, 2019
TO: File
FROM: Luca DelVerme, PE
REFERENCE: Notes from on -site observations
FPR MRO Hangar CPS
MRO — Treasure Coast International Airport
An AVCON, INC. (AVCON) representative visited the site on December 4, 2019 to observe the
construction progress in regards to the footings, column placement, and overall progress.
Field observations recorded the following:
• Column anchor bolts and adjustment nuts were encased with high shrink grout prior to steel
column placement. See Photos 1-3
• Column base plate is not bearing on grout uniformly (See Photo 2). CRITICAL PATH
ACTION: GC shall secure the acceptance of the non -uniform condition
found with the PEMB Manufacturer's Engineer via a signed and sealed
letter prior to installing the beam sections onto the column sections.
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
Photo 2
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
Photo 3
CIVIL & STRUCTURAL a AIRPORT & AVIATION CONSULTING a TRANSPORTATION DESIGN & PLANNING
AVCON Project No. 2017.159.01
December 23, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Douglas Harvey, Building Official
Reference: MRO FPR Hangar
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY NO.9
Dear Mr. McGuinness:
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
As directed, representatives from AVCON, Inc. performed on -site, threshold inspection services for the MRO FPR
Hangar project. This report summarizes our threshold inspection services performed during the inspection period of
December 16, 2019 through December 20, 2019. Inspections took place on December 17, as concrete for the flatwork
to the east was placed. Our inspections were performed in accordance with the structural documents, signed,
and sealed by the Engineer of Record, Luca DelVerme PE (AVCON INC), and the project specifications.
Our special inspector and his duly authorized representative(s) reported their observations as noted on the
attached Daily Threshold Reports with all structural non-compliance items noted within the attached Special
Inspection Log (SIL). All non-compliance items, or SIL's, previously reported as non -compliant with regard to the plans
or specifications, will be reevaluated by our Special Inspector after corrective action is taken by the General
Contractor or the deficient conditions have been approved through written approval by the Engineer of Record.
During the inspection period of December 16, 2019 through December 20, 2019, and to the best of our
knowledge and belief, the construction of all structural load -bearing components described in the threshold
inspection plan complies with permitted documents, with revisions as approved by the Engineer of Record, except as
noted on the SIL.
Should you have any questions or concerns regarding these reports, or desire any additional information, please
contact us.
Sincerely,
AVCON, Inc.
Certificate of Authorization No. 5057
Rick V. Raldocchi, P.E.
Vice President
STATE OF FLORIDA
Professional Engineer No. 38092
Registered Special Inspector No.1019
waMaawv: �ma 'm.�w•a
po�'V�tiq<'°1 �m�.esw*.nm.aw,+n..K.wuunn
y\ -a
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�m
Yy �.spx umrnrznwmoawma
v. e.wvmsewaw ;emr
cc: Addressee, Gary Stepalavich SteoalavichG@stlucieco.org
County Project Manager, Scotty Beaulieu beaulieus@stiucleco.ore
Chief Plans Examiner, William Durden DurdenW@stlucieco.org
Construction Project Manager, Robert Hatton rhatton@ahrenscompanies.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
rr�,
771
0
AVCON Project No. 2017.159.01
December 23, 2019
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FI 34982
Attention: Mr. Douglas Harvey, Building Official
Reference: MRO FPR Hangar
Permit No.1907-0550 & 1812-0471
St. Lucie County, Florida
THRESHOLD REPORT SUMMARY .NO. 9
INSPECTOR(S): Rick Baldocchi (AVCON, Inc.)
DAILY REPORT(S): Threshold Inspection Daily Report(s): 12/17/19
[See attached report(s) for locations and observations.]
SPECIAL INSPECTION LOG:
Added this Summary Period:
Resolved this Summary Period:
Outstanding for the Project:
ATTACHMENT(S): - None.
N
0
1
Page 2 of 2
AVCON. INC.
5555 E. Michigan St., Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fax: (407) 599-1133
www.avconinc.com
CIVIL & STRUCTURAL • AIRPORT & AVIATION CONSULTING • TRANSPORTATION DESIGN & PLANNING
AVCON, INC.
ENGINEERS & PLANNERS
SPECIAL INSPECTION LOG
Permitting Agency: St. Lucie County
Project Name: FPR MRO Hangar
Update Period: 12/16/19 to 1220/19
Permit No.: 1907-0550 — Foundations &
1812-0471- Structure
Project No.: 2017.0259.01
Attention: Ahrens Construction/St. Lucie County
Project Location: Port St. Lucie, St. Lucie County, Florida
Threshold Agent: Rick V. Baldocchi
SIL
No.
Date
Daily
Report No.
Structural Element
Location
]
Description
1
S.I.
Engineer of Record
Response
'1'
Data
Closed
Daily
Report
No.
1
8-26-19
SIL
Helical Piles
N/A
The helical pile submittal on
RVB
FOR approved
RVB
10/30/19
009
Summary
Submittals
site does not have SEOR or
calculations and
1
County Building Department
revised plans
acceptance stamp.
2
8-30-19
SIL
Helical Piles
Footings A-7 & L-7
The contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary
not show helical piles within
calculations and
2
the footings.
revised plans
3
0920/19
SIL
Helical Piles
Footings A-7— G-7,
The Contract documents do
RVB
FOR approved
RVB
10/30/19
009
Summary 3
F7—L7, G-8 & L-8,
not show helical plies within
calculations and
G-9—L-9
the footings.
revised plans
4
10/02/19
SIL
Foundations
All locations
The rebar in the lop mat
RVB
FOR approved
RVB
11/01/19
009
Summary 4
deviate from plans/shop
calculations and
drawings.
revised plans
5
10/04/19
SIL
Foundations
Footings
Column anchor bolts and
RVB
Summary 5
adjustment nuts were
encased with high shrink
grout prior to steel column
placement. Columns that
1 The Special Inspector, Rick V. Baldocchi, P.E., acknoMedges this defidency.
3 The Special Inspector, Rick V. BaldocW, P.E., acknowledges resolution to this deficiency.
This is a bdefsummary ofthe SIL. Refer to the dally report for a detailed description. Page l o42
AVCON, INC.
ENGINEERS & PLANNERS
have been placed are not
bearing evenly on the grout.
� The Special Inspector, Rick V. Beldocchl, P.E., acknowledges this defidency.
] The Special inspector, Rick V. Beldocchl, P.E., acknowledges resolution to this defidency.
This Is a Edef summaryof tha SIL. Refer to the daily report for a detailed description. Page 2 of 2
INSPECTIUN UAILY KLF UK I
MR
PROJECT: FPR MRO Hangar
LOCATION: Treasure Coast International Airport & Business
PERMIT AGENCY: St. Lucie County
CLIENT:
FIELD CONTACT: Robert Hatton
COMMENTS SCOPE OF WORK:
12/17/19
WORK ORDER NO.:
BUILDING PERMIT NO.: Permit No. 1812-0471
Inspected rebar prior to the concrete placement, as well as general housekeeping. East side flat work, Mix SW695R30,
5" slump, approx. 43 CY. Approx. 73-80 degrees, 5-10 mph winds at the time of concrete placement.
Trench drain has not been relocated, due to crane activity.
At the main hanger, a steel beam running east to west, was placed on the southern most end. The three
segments were placed in the order of the east, then the west, then the middle. One crane was utilized. Beams
were supported north to south until the final middle section was placed.
INSPECTOR: Jason Teliszczak - w/Avcon
FIELD COPIES TO: AVCON
AVCON, INC.
ENGINEERS R PL NERS '
5555 C. Michipo SL, Suite 200
Orlando, Florida 32822
Phone: (407) 599-1122
Fm:(407)599-II37
x MAW0ninc.com