HomeMy WebLinkAboutSTRUCTURAL INSPECTION REPORT=I
IN
mMBI 6GANNED
ENGINEERING, INC. BY
MOIA BOWLES VILLAMI�R &ASSOCIAT.St.
Lucie County
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street -Vero Beach, FL 32960
772.569.0035 - Fax- 772.778.3617
�.mbvengxorn
CA 03728
Owner: Barclay Condo C/O First Service Residential
Contractor: Dato Construction, LLC
Project Address: 2800 N Hwy AIA, Fort Pierce, FL
Balcony #:
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 4/24/2017
Weather: Sunny
Permit #:
Inspector:
SLC 1701-0040
Rodolfo Villarnizar, P.E.
Qualified By: Rodolfo Villamizar, P.E.
Discipline: Special ThFpqhnld
Type of Inspection: In" Partial Fkla4 Reip�
—]Demolition
Foundation Concrete Placement
Floor Slab (SCIG) Reinforcing Steel Placement
Floor Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
Elevated Slab Reinfor. Steel Placement
x
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
lConcrete Placement for column(s)
CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R.
Concrete Masonry Unit Fill Cell grouting
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Concrete Placement for Beam(s)
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Roof Sheathing, Type, Fastening
I
JExter. Wall Framing, Blocking, Connections, etc.
I
lWall Sheathing, Blocking, Vapor Barriers, etc.
I
I interior Framing and Firestopping
Metal Floor Decking
IMetal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
etc.
, Application Final
)r Veneers, Size, Type, Attachments
n Wall Framing & Glazing
ront Framing & Glazing
iw & Door Bucks
iw & Doors
iral Final
(Use Additional member / Area Bek
DISPOSITION OF INSPECTION (all pending inspections require a re -inspection)
as Noted L_J Pending. L_JRejected
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
Join connection can be waterblasted to facilitate the repair.
Review process to facilitate shoring and expedite repairs
VERBAL INSTRUCTIONS: Colurn bases that appear to have corrosion deeper than ground should be reviewed
Contractor will open one area for review and determination of repair limits
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INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 ICER �!t1I.Y:RIt2 X6 P461000,ISI 7021620
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ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR &ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street -Vero Beach, FL 32960
772.569.0035 a Faur: 772.778.3617
www.mbveng.com
CA P3728
Owner: Barclay Condo C/O First Service Residential
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 4/25/2017
Weather: Sunny
Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villamizar, P.E.
Project Address: 2800 N Hwy AlA, Fort Pierce, FL Qualifidd By: Rodolfo Villamizar, P.E.
Balcony#: N/A Discipline: Special
Type of Inspection: IRAW Partial knal
7Demolition
Foundation Concrete Placement
Floor Slab (SOG) Reinforcing Steel Placement
Floor Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
Elevated Slab Reinfor. Steel Placement
•
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
lConcrete Placement for column(s)
CMU wall Erection/Placement, Fill Cell Rebar, Horiz J;R._
Concrete Masonry Unit Fill Cell grouting
•
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Concrete Placement for Beam(s)
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Roof Sheathing, Type, Fastening
I
JExter. Wall Framing, Blocking, Connections, etc.
I
lWall Sheathing, Blocking, Vapor Barriers, etc.
I
I interior Framing and Firestopping
fing inspE
as Noted
ADDITIONAL INFORMATION ON
Floor Dec
IMetal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
D= 1� y e, Fastening, Rating, etc.
ii__� ��
i 0 Appli cation In -Progress
I JStucco Application Final
I I Exterior Veneers, Size, Type, Attachments
I lCurtain Wall Framing & Glazing
IStorefront Framing & Glazing
Window & Door Bucks
Window & Doors
Structural Final
Other (Use Additional member
re -inspection)
Pending r7Rejected
INSPECTED (From inspection items
VERBAL INSTRUCTIONS: Carport A: Contractor to sawcut edge of conc. repair areas as directed in a few
locations; Realign the existing column ties (as identified in the field) to attain better concrete cover.
NOTES: The observed repair areas substantially comply with th,,eZ�0JAI:tIdLrta ents and are ready for
-formwork maintaining rebar clearances; clean formed areas free from _ar4'*MYVZai6Z6Jacement.
INSPECTOR: Rodolfo Villamizar, PE 61000, Sl 7021620
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ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR & ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENviKONMENTAL
1835 20th Street -Vero Beach. FL 32960
772.569.0035 - Fax: 772.778.3617
viww.mbveng.ccm
CA #3728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 5/2/2017
Weather: Overcast/ Light rain
Owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villamizar, P.E
Project Address: 2800 N Hwy AIA, Fort Pierce, FL Qualified By: Rodolfo Villomizar, P.E.
Balcony#: N/A Discipline: Special ThFeshe'd
Type of Inspection: Initial Partial Rna-1 Rek�r
—]Demolition
Foundation Concrete Placement
Floor Slab (SOG) Reinforcing Steel Placement
Floor Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
Elevated Slab Reinfor. Steel Placement
x
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Concrete Placement for column(s)
CIVIL) wall Erection/Placement, Fill Cell Rebar, Horiz J.R.
Concrete Masonry Unit Fill Cell grouting
x
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Concrete Placement for Bearn(s)
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Roof Sheathing, Type, Fastening
Exter. Wall Framing, Blocking, Connections, etc.
I
lWall Sheathing, Blocking, Vapor Barriers, etc.
I
I interior Framing and Firestopping
Metal Floor Decking
Metal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
etc.
I JStucco Application Final
I lExterior Veneers. Size. Tvoe. Attachments
Wall Framing &
int Framing & G
r & Door Bucks
i & Doors
Structural Final
x Other (Use Additional member / Area Below)
DISPOSITION OF INSPECTION (all pending inspections require a re -inspection)
as Noted Pending
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
Carport A: Observed in -progress concrete demolition, abrassive cleaning of exposed reinforcement
verified demolition extents of repair areas and sawcut edges of the ready conc. repair areas.
VERBAL INSTRUCTIONS:
GC to realign the existing column ties, as required, to attain concrete cover.
NOTES: The observed repair areas substantially comply %(Ao�tA iww�4pments and are ready for
—formwork maintainina rebar clearances: clean formed areas freej�6mffilra!a5l�-671% 66tic. olacement.
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INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620
i$zo'r, P46-1-060, S1 7021620
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ENGINEERING, INC.
MCIA BOWLES VILLAMMAR &ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street -Vero Beach, FL 32960
772.S69.003S 0 Fa)r 772.778.3617
�.mbvengxom
CA 4728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 5/19/2017
Weather: Sunny
Owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodotfo Villamizar, P.E.
Project Address: 2800 N H%iy AIA, Fort Pierce, FL Qualified By: Rodo6fo Villornizar, P.E.
Balcony#: N/A Discipline: Special ThFesheid
Type of Inspection: Initial Partial Fi4k4 Rew&iaeetien
I lFoundation Concrete Placement
I IFloor Slab (SOG) Reinforcing Steel Placement
Floor Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
I Elevated Slab Reinfor. Steel Placement
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
lConcrete Placement for column(s)
I CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R.
Metal Floor Decking
Metal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
Drywall, Type, Fastening, Rating, etc.
lConcrete Masonry Unit Fill Cell grouting
Stucco Application Final
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Exterior Veneers, Size, Type, Attachments
Concrete Placement for Beam(s)
Curtain Wall Framing & Glazing
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Storefront Framing & Glazing
Roof Sheathing, Type, Fastening
Window & Door Bucks
Exter. Wall Framing, Blocking, Connections, etc.
Window & Doors
Wall Sheathing, Blocking, Vapor Barriers, etc.
Structural Final
I
linterior Framing and Firestopping
Ix
I Other (Use Additional member/ Area Below)
DISPOSITION
OF INSPECTION (all pending inspections require a re -inspection)
DApproved as Noted = Pending DRejected
MApproved
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
Carport A: Observed in -progress concrete demolition of roof slab partial depth repairs;
verified. demolition extents of repair areas and edge conditioning of the concrete repair areas.
VERBAL INSTRUCTIONS:
GC to undercut concrete around rebar that is already exposed more than half its diameter or where there is no
proper bond between the exposed rebar and its surrounding concrete.
NOTES: Contractor to take extra care to avoid cutting the existingXk1hlf4Hh0XVhiIe sawcutting the
.edges in the concrete repair areas.
Call for inspection prior to concrete placement. "':0
INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620
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ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR &ASSOCIATES
CrVIL a STRUCTURAL a SURVEYING - ENvIRONMENTAL
1835 20th Street -Vero Beach. FL 32960
772.569.0035 - Fax: 772.778.3617
www.mbveng.com
CA H3728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 5/23/2017
Weather: Sunny
owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villarnizar, P.E
Project Address: 2800 N Hwy AlA, Fort Pierce, FL Qualified By: Rodolfo Villamizar, P.E
Balcony#: N/A Discipline: Special Thrpqhgld
Type of Inspection: 41+" Partial Rnig R&w6peetlen
Demolition
Foundation Concrete Placement
Floor Slab (SOG) Reinforcing Steel Placement
Floor Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
Elevated Slab Reinfor. Steel Placement
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Concrete Placement for column(s)
CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R._
Concrete Masonry Unit Fill Cell grouting
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Concrete Placement for Beam(s)
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Roof Sheathing, Type, Fastening
Exter. Wall Framing, Blocking, Connections, etc.
lWall Sheathing, Blocking, Vapor Barriers, etc.
I interior Framing and Firestopping
Metal Floor Decking
Metal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath It Hock Lath
Insulation
Drywall, Type, Fastening, Rating, etc.
Stucco Application In -Progress
Stucco Application Final
Exterior Veneers, Size, Type, Attachments
Curtain Wall Framing & Glazing
Storefront Framing & Glazing
Window & Door Bucks
Window & Doors
Structural Final
Ix I other (Use Additional member/ Area Below)
DISPOSITION OF INSPECTION (all pending inspections require a re -inspection)
ElApproved OApproved as Noted = Pending DRejected
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
Carport A: Observed roof slab partial depth repairs; verified demolition extents of repair areas,
the edge conditioning of the concrete repair areas and coated exposed reinforcing.
Carport B: Sounded roof slab for concrete spalling; identified and marked the possible spalling locations.
VERBAL INSTRUCTIONS:
GC to completely remove all debris from the repair areas
NOTES: The observed Carport A roof partial depth repairZ�V.WW4(ft placement.
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INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 ICERTI
FJ ��ar, kE 01000, S1 7021620
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M� M B I
ENGINEERING, INC.
MOfA BOWLES VILLAMIZAR &ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street aVerc, Beach. FL 32960
772.369.003S 4 Fam. 772.778.3617
www.mbveng.com
CA #3728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 5/30/2017
Weather: Sunny
Owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villarnizar, P.E
Project Address: 2800 N Hwy AlA, Fort Pierce, FL Qualified By: Rodolfo Villamizar, P.E.
Balcony#: N/A Discipline: Special ThFiRghAld
Type of Inspection: IR;tall Partial AfkA Remspeetie-n
Placement
Concrete Slab (SOG) Reinforcing Steel Placement
Concrete Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
x Elevated Slab Reinf. Steel Placement; Formwork; Embeds
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Concrete Placement for column(s)
CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R.
Concrete Masonry Unit Fill Cell groutinj
Concrete Beam Reinf. Steel, Formwork,
Concrete Placement for Beam(s)
Roof Trusses, Systems, Bracing, Uplift R
Roof Sheathing, Type, Fastening
Exter. Wall Framing, Blocking, Connecti
Wall Sheathing, Blocking, Vapor Barrier
Interior Framing and Firestopping
etc.
Metal Floor
Metal Roof
IStructural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
Drywall, Type, Fastening, Rating, etc.
Stucco Application In -Progress
I IStucco Application Final
I JExterior Veneers, Size, Type, Attachments
I ]Curtain Wall Framing & GlazinR
traints, etc. IStorefront Framing & Glazing
Window & Door Bucks
is, etc. Window & Doors
etc. Structural Final
x Other (Use Additional member/ Area Below)
DISPOSITION OF INSPECTION (all pending inspections require a re -inspection)
nApproved FlApproved as Noted = Pending DRejected
ADDITIONAL INFORMATION ON MIEMIBER/AREA INSPECTED (From inspection items above):
Carport A: Observed the roof slab edge repairs in the first 3 column lines along the Northwest; verified the
demolition extents of repair areas; observed edge conditioning of the concrete repair areas, rebar cleaning
and coated exposed reinforcing.
VERBAL INSTRUCTIONS: Instructed GC to grind off tips from existing rebar support chairs while I was on site.
GC to continue cleaning the reinforcing along the NW corner.
NOTES: The observed Carport A roof edge repairs are ready !Zd1kM M, W69 , 2crete placement once
- —the-above items are completed.
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INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 CERTI D 0--,Rodol o 610q0, S1 702:
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ENGINEERING, INC.
MOIA BOWLES VILLAMtZAR & ASSOCIATES
CIVIL - STRU=RAL - SURVEYING m ENVIRONMENTAL
1835 20th Street -Vero Beach, FL 32960
772.569.0035 0 Fax; 772.778.3617
wvvw.mbveng.ccm
CA N3728
I
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 6/9/2017
Weather: Sunny
Owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villarnizar, P.E.
Project Address: 2800 N Hwy AlA, Fort Pierce, FL Qualified By: Rodolfo Villamizar, P.E
Balcony#: N/A Discipline: Special ThFP4hAld
Type of Inspection: IRWAI Partial FiRal Rew&peetkm
—]Demolition
Foundation Concrete Placement
Concrete Slab (SOG) Reinforcing Steel Placement
Concrete Slab (SOG) Concret e Placement
Elevated Slab Concrete Placement
x
Elevated Slab Reinf. Steel Placement; Formwork; Embeds
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Concrete Placement for column(s)
CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R.
Concrete Masonry Unit Fill Cell grouting
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Concrete Placement for Beam(s)
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Roof Sheathing, Type, Fastening
Exter. wall Framing, Blocking, Connections, etc.
I
lWall Sheathing, Blocking, Vapor Barriers, etc.
I
I interior Framing and Firestopping
OF INSPECTION
as Noted
re a
Metal Floor Decking
IMetal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
Drvwall, Tvpe, Fastening, Rating, etc.
Pending
Final
Attachments
Wall Framing & Glazing
3nt Framing & Glazing
* & Door Bucks
* & Doors
ral Final
Use Additional member/ Area
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
Carport A: Observed the roof slab overhead repairs south of the 3rd column line (from the north). Verified
demolition extents of repair areas; observed edge conditioning of the repair areas and rebar cleaning.
VERBAL INSTRUCTIONS: Instructed GC to grind off tips from existing rebar support chairs at various locations.
GC to continue chipping concrete in identified locations and continue cleaning the reinforcing. Coat all rebar.
it is acceptable to use tapcon screws to help tie-in the exposed reinforcing bars to attain concrete cover.
NOTES: The above observed Carport A roof overhead repairs are qWQ-61TEM4 for concrete
—placement'once the above items are completed.
INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620
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ENGINEERING, INC.
MOWBOWLESVILLAMI�R &ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street -Vero Beach, FL 32960
772.569.0035 - F� 772.778.3617
vivvw.mbveng_ccm
CA 93728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 6/16/2017
Weather: Sunny
Owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villornizar, P.E
Project Address: 2800 N Hwy AlA, Fort Pierce, FL Qualified By: Rodolfo Villornizar, AE
Balcony#: N/A Discipline: Special ThFP9hA1d
Type of Inspection: IRE t N Al Partial A4%-4 Remsiieetkm
IDemolition
I Metal Floor Decking
Foundation Concrete Placement
Metal Roof Decking
Concrete Slab (SOG) Reinforcing Steel Placement
Structural Steel Column(s) Erection
Concrete Slab (SOG) Concrete Placement
Structural Steel Horizontal Framing
Elevated Slab Concrete Placement
Structural Steel Connections
X
Elevated Slab Reinf. Steel Placement; Formwork; Embeds
Wire Lath / Hock Lath
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Insulation
Concrete Placement for column(s)
Drywall, Type, Fastening, Rating, etc.
CIVIL wall Erection/Placement, Fill Cell Rebar, Horiz J.R.
Stucco Application In -Progress
Concrete Masonry Unit Fill Cell grouting
Stucco Application Final
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Exterior Veneers, Size, Type, Attachments
Concrete Placement for Bearn(s)
Curtain Wall Framing & Glazing
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Storefront Framing & Glazing
Roof Sheathing, Type, Fastening
Window & Door Bucks
I
lExter. Wall Framing, Blocking, Connections, etc.
Window & Doors
lWall Sheathing, Blocking, Vapor Barriers, etc.
Structural Final
I interior Framing and Firestopping
Ix
10ther (Use Additional member / Area Below)
DISPOSITION
OF INSPECTION (all pending inspections require a re -inspection) —]Rejected
ElApproved as Noted = Pending
DApproved
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
Carport A: Observed the roof slab overhead repairs north of the 3rd column line (from the north). Verified
demolition extents of repair areas; observed edge conditioning of the repair areas and rebar cleaning.
VERBAL INSTRUCTIONS: Instructed GC to grind off tips from existing rebar support chairs at various locations.
GC to continue chipping concrete in marked locations and continue cleaning the reinforcing. Coat all rebar.
It is acceptable to use tapcon screws to help tie-in the exposed reinforcing bau M attain concrete cover.
NOTES: The above observed Carport roof overhead repai[R'A\1dVWhWy.reac1y for concrete
-- —olacement once the above items are com
Also, contractor to provide a continuous drip -edge along the periuJt*chta,dPfF1e ovwheatl.iedgib.
INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620
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ENGINEERING, INC.
MOIA ROWLESVILLAMIZAR &ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street -Vero Beach, FIL 32960
772.569.0035 - Faac: 772.778.3617
www.mbveng.com
CA #3728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 6/30/2017
Weather: Sunny
owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC inspector: Rodotfo Villamizor, P.E.
Project Address: 2800 N Hwy AIA, Fort Pierce, FL Qualified By: Rodolfo Villamizar, P.E.
Balcony#: N/A Discipline: Special Thrpqhnld
Type of Inspection: inkeal Partial 14149 Rew6pecti-an
Foundation Concrete Placement
Concrete Slab (SOG) Reinforcing Steel Placement
Concrete Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
Elevated Slab Reinf. Steel Placement; Formwork; Embeds
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Concrete Placement for column(s)
CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R._
Concrete Masonry Unit Fill Cell grouting
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Concrete Placement for Beam(s)
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Roof Sheathing, Type, Fastening
Exter. Wall Framing, Blocking, Connections, etc.
Wall Sheathing, Blocking, Vapor Barriers, etc.
Interior Framing and Firestopping
POSITION OF INSPECTION (all pending inspections
Approved E]Approved as Noted
a
Metal Floor Decking
Metal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
Drywall, Type, Fastening, Rating, etc.
Stucco Application In -Progress
Stucco Application Final
Exterior Veneers, Size, Type, Attachments
Curtain Wall Framing & Glazing
Storefront Framing & Glazing
Window & Door Bucks
Window & Doors
Structural Final
Other (Use Additional member / Area Below)
Pending
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
Carport A: Drive -by observation of the in -progress concrete placement at the roof slab overhead repairs north
of the 3rd column line (from the north). Edge repairs are still awaiting concrete placement.
VERBAL INSTRUCTIONS:
NOTES: Continue placement of concrete following the concrete repair rqmrW manufacturer's
recommendations. -Ili I AP&3.
A detail for concrete beam surface reoair along the exoansion joints will fai8ko
INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620
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ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR &ASSOCIATCS
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street -Vero Beach, FL 32960
772.569.0035 - Fanc; 772.778.3617
�.mbvengxom
CA #3728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 7/13/2017
Weather: Sunny
Owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villamizar, P.E
Project Address: 2800 N Hwy AIA, Fort Pierce, FL Qualified By: Rodolfo Villamizar, P.E.
Balcony#: N/A Discipline: Special
Type of Inspection: 1111" Partial Apa4
Foundation Concrete Placement
Concrete Slab (SOG) Reinforcing Steel Placement
Concrete Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
X Elevated Slab Reinf. Steel Placement; Formwork; Embeds
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Concrete Placement for column(s)
CMU wall Erection/Placement. Fill Cell Rebar. Horiz J.R.
rete Masonry Unit Fill Cell
rete Beam Reinf. Steel, For
rete Placement for Beam(s
Trusses, Systems, Bracing,
Wall
and
Metal Floor Decking
I Metal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
Drywall, Type, Fastening, Rating, etc.
I 15tucco Application In -Progress
I IStucco Application Final
etc. I I Exterior Veneers, Size, Type, Attachments
Restraints, etc.
is, etc.
etc.
Curtain Wall Framing & Glazing
Storefront Framing & Glazing
Window & Door Bucks
Window & Doors
Structural Final
X Other (Use Additional member / Area
a re-insDection)
as Noted L__J Pending
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
�®rt A: Observed steel plate and concrete beam repair work in progress along the expansion joint locations.
VERBAL INSTRUCTIONS:
NOTES: Observed repair work substantially complies with the project documents; proceed to place
concrete followinR the concrete reDair material manufacturer's recommenclationsa 6@ntinue aDolication
of the protective coating system for the exposed steel plates followingt4*'(INUAatt?Lef4ey9commendations.
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JINSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 LCER'ffF1'[L0',PY: Rodol M, S1 70�1620'
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MMBV
ENGINEERING, INC.
MOIA BOWLES VIULAMIZAR &ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Stmet vVero Beach, FIL 32960
772.569.0035 - Fax: 772.778.3617
www.mbveng.com
CA 93728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 7/26/2017
Weather: Sunny
Owner: Barclay Condo C/O First Service Residential Permit #: SI-C 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villarnizar, P.E.
Project Address: 2800 N Hwy AIA, Fort Pierce, FL Qualified By: Rodolfo Villarnizar, P.E.
Balcony#: N/A Discipline: Special T4Fe&h(4d
Type of Inspection: 14" Partial Fi4ia4 RewMx%ven
—]Demolition
Foundation Concrete Placement
Concrete Slab (SOG) Reinforcing Steel Placement
Concrete Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
Elevated Slab Reinf. Steel Placement; Formwork; Embeds
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
lConcrete Placement for column(s)
CM U wall Erection/Placement, Fill Cell Rebar, Horiz J.R._
Concrete Masonry Unit Fill Cell grouting
Concrete Beam Reinf. Steel, Formwork, Embeds, etc.
Concrete Placement for Beam(s)
Roof Trusses, Systems, Bracing, Uplift Restraints, etc.
Roof Sheathing, Type, Fastening
Exter. Wall Framing, Blocking, Connections, etc.
I lWall
Sheathing, Blocking, Vapor Barriers, etc.
I I
interior Framing and Firestopping
Metal Floor Decking
IMetal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Wire Lath / Hock Lath
Insulation
Drywall, Type, Fastening, Rating, etc.
I IStucco Application In -Progress
I IStucco Application Final
Exterior Ve2eers, Size, Type, Attachments
Eurtain Wall Framing & Glazing
it Framing & (
& Door Bucks
& Doors
I Final
Ix I Other (Use Additional member/ Area Below)
DISPOSITION OF INSPECTION (all pending inspections require a re -Inspection)
DApproved ElApproved as Noted = Pending [:]Rejected
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
9� �®rt A: Observed the applied waterproofing primer on the roof slab surfaces.
Job foreman indicated the waterproofing coating representative had been on site the day before.
VERBAL INSTRUCTIONS:
NOTES: Contractor to continue following the waterproofing coating, kq � vmfArturer's recommendations.
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No 6100
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'b90, 517021620
INSPECTOR: Rodolfo Villarnizar, PE 61000, Sl 7021620 CERTI Ropp'VoMP rarn4jM
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M B I%/
ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR &ASSOCIATES
CIVIL - STRUCTURAL - SURVEYING - ENVIRONMENTAL
1835 20th Street -Vero Beach, FL 32960
772.S69.003S - FaoI: 772.778.3617
www.mbveng.com
CA #3728
STRUCTURAL INSPECTION REPORT
Project Number: 16-0001
Project Name: Barclay Beach Club Conc Restoration
Inspection Date: 8/8/2017
Weather: Sunny
Owner: Barclay Condo C/O First Service Residential Permit #: SLC 1701-0040
Contractor: Dato Construction, LLC Inspector: Rodolfo Villarnizor, P.E
Project Address: 2800 N Hwy AIA, Fort Pierce, FL Qualified By: Rodolfo Villamizar, RE
Balconyt N/A Discipline: Special ThFP9hRlFJ
Type of Inspection: IF14" PaFtaal Final Relflsi�
IFoundation Concrete Placement
Concrete Slab (SOG) Reinforcing Steel Placement
Concrete Slab (SOG) Concrete Placement
Elevated Slab Concrete Placement
Elevated Slab Reinf. Steel Placement; Formwork; Embec
Concrete Columns, Walls Reinf. Steel, Formwork, Embeds
Concrete Placement for column(s)
JCMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R._
Concrete Masonry Unit Fill Cell grouting
Concrete Beam Reinf. Steel, Form
Concrete Placement for Beam(s)
Roof Trusses, Sy5tems, Bracing, Uplift Restraints, etc.
Metal Floor Decking
Metal Roof Decking
Structural Steel Column(s) Erection
Structural Steel Horizontal Framing
Structural Steel Connections
Vfirp I ath I Hnrk Lath
Insulation
etc.
Stuc o Application In -Progress
I IStucco Application Final
I lExterior Veneers, Size. Type. Attachments
I lCurtain Wall Framing & Glazing
I IStorefront Framing & Glazing
heathing, Type, Fastening I lWindow & Door Bucks
Wall Framing, Blocking, Connections, etc. I lWindow & Doors
heathing, Blocking, Vapor Barriers, etc. I IStructural Final
and Firestopping Ix I Other (Use Additional member/ Area
DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) —]Rejected
DApproved ElApproved as Noted = Pending
ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above):
�ort A: Observed the painted surfaces on the structure.
VERBAL INSTRUCTIONS: Instructed contractor to touchup with paint at various locations; also to clean excess
white paint along the gray painted edge/face of the roof slab on the northern end.
NOTES: Painting work is complete. \\",,0 VIL-L41A.`11,
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0 61069,517021620
INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 CERTIFIE 4, 4
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