Threshold Insp Report LA Fitness 985 Atlantic 2012 r
Ellis&Associates Inc. 42
Geotechnical w Materials Testing ■ Environmental
fntegreted Engineering Services since 1970
LA-Tiwess International, LLC
Jacksonville Atlantic Beach
M
Threshold Inspection Report
(E&A Project #3 791-0003)
June 2012
Baker Baker Klein Engineering, PL.
EllisUssoeletes. Klein
STRUCTURAL ENGINEERING SERVICES
ENGINEERING m
Geotechnical ■ Materials Testing ■ Environmental
Integrated Engineering Services since 1970
July 3, 2012
Mr. Michael Griffin
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, Florida 32233
Subject: Threshold Inspection- Monthly Report No. 2
LA Fitness Atlantic Beach
Jacksonville, Florida
Project No. 3791-0003
Permit No. B 12-0066
Dear Mr. Griffin
Ellis & Associates, Inc. (E&A) along with Baker Klein Engineering, P. L. is pleased to present this
threshold Inspection Monthly Report No. 2 for the LA Fitness Atlantic Beach project located on 985
Atlantic Boulevard in Jacksonville, Florida. Our Services on this project were performed in general
accordance with available project documents prepared by Cuhaci & Peterson Architects Engineers
Planners, dated January 27 and June 5, 2012. In general the work activities performed during the period
of June 1 through June 30, 2012 includes Cast In-Place concrete inspections for slab on grade, piles,
CMU walls, and pile caps.
We are retained to perform threshold inspection services on this project on "as-needed" basis (i.e. our
representatives are not present on site at all times during the construction activities). The threshold
inspections performed by our representatives typically include periodic observations of construction
activities for substantial compliance with the project documents. This Letter addresses Threshold
inspection Reports Nos. 3 through 15 performed during the period of June 1 through June 30, 2012.
The Construction Materials Testing (CMT) reports were reviewed and no deficiencies were noted. The
reports include concrete and grout testing and Auger Cast In-Place (ACIP) piles monitoring. These
reports are available, if requested.
Relevant items pertaining to the structure that have been inspected by our personnel and appear to deviate
from available contract documents that have been approved by the Engineer of Record(EOR)are listed in
the threshold inspection reports, and in the Non-Compliance Record. The non-compliant items will
remain on the Non-Compliance Record until written response is submitted by the EOR. Responses
properly issued by the EOR and received by this office will be incorporated into that period's Threshold
Progress Report.
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
Baker Baker Klein Engineering, PL.
L=AjE���S� SOSNI�. Klein
LGINEERING,P.L� STRUCTURAL ENGINEERING SERVICES
Geotechnical ■ Materials Testing ■ Environmental
Integrated Engineering Services since 1970
We appreciate this opportunity to be of service on this project. Should you have any questions or
comments regarding this report, please contact us.
Respectfully Submitted, -
Baker Ilei Engineen P.L.
POP Christopher R. Sube,P.E.
Special Inspector No. 7023857
Licensed,Florida 58290
Distribution:
File (2 Copies)
LA Fitness International,LLC (1 Copy)
Attn: Mr. Robert H. Stephens
4350 Georgetown Square, Suite 709
Atlanta,GA. 30338
City Of Atlantic Beach (1 Copy)
Attn: Mr. Michael Griffin
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, Florida 32233
Cuhaci & Peterson (1 Copy)
Attn: Tony Laudani
1925 Prospect Avenue
Orlando, FL 32814
so Impact Construction (1 Copy)
Attn: Mr.Jerry King
7525 E. 39th Street- Suite 1100
Indianapolis, IN 46226-5157
McElory Engingeering, LLC. (1 Copy)
Attn: Mr. Craig E. McElory, P.E.
1925 Prospect Avenue
Orlando, FL 32814
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
TABLE OF CONTENTS
APPENDIX A: Threshold Inspection Reports
APPENDIX B: Non-Compliance Record
APPENDIX C: Photographs of the Subject Project
WWI
APPENDIX A
Threshold Inspection Reports
e.
EIIis&Assodatesw baker Baker Klein Enaineerin�, �.
K�e111 S?RJCTURkL ENGIPdEERIh1G SES`.`!CES
Geotechnical a Materials Testing a Environmental [" '"r::'ku.
' integrated Engineering Services since 1978
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 003
^" Job No.: 3791-0003 Date: 6/4/2012
Job Location:
985 Atlantic Blvd. Weather: Clear
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Embedment Holes for reinforcement steel embedded into Existing slab.
Location: Slab between B-1 to F-3
Noted deviations,or deficiencies,etc.:
Checked all the holes. All holes were over 6"deep.
E&A Representative: Raoaa F. EssaZesenting:
municated to:J Kin
BKE R resentative..
TIP
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
PIP
ElUsUssociateSi . avver Qaker Klein!1 'eering, ,,.KlSTiiJCTJRACEG SPRJiC_s
Geotechnical a Materials Testing a Environmental
Integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 004
Job No.: 3791-0003 Date: 6/5/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Reinforcing Steel,Dowels,Drilled holes in existing slab
Location: Slab between F-1 to B-3,trench in front of B line, South od D line between lines 3 and
,and just west of line 10.
e
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
Continuous no. 4 rebar on the bottom of the thickened slab next to wall was missing, and the foam
insert next to the wall is also missing. Contractor need to add the rebars.
E&A Representative: Seth Morla,E.I. ommunicated to:Jerry Kin
BKE R resentative:. resentin :
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
IMP
EIIis9Aaaocatesi. Qaker W
K�E'fliSIaucTuaa��uc�tvE�nir�s�a°.;uEs
Geotechnical a Materials Testing a Environmental rticsujr":"�
Integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 005
Job No.: 3791-0003 Date: 6/8/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Reinforcing Steel,Dowels,Drilled holes in existing slab
Location: Slab on Grade for pipe layout trenches between G-3 to B-11.
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
E&A Representative: Raoaa F. Essa,E.I. ommunicated to: Jerry Kin
BKE R resentative:. Lemsentin :
eA E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
am Fax:(904)880-0970 Fax:(904)356-8524
Ellis&AssoCiateSm.
0B��!ein!n�,neerg, ''RJ ti�ENI"vGs_ CESGeotechnical ■ Materials Testing ■ Environmental
Integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 006
ell Job No.: 3791-0003 Date: 6/8/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Auger Cast In Place Piles(ACIP)
Elements: Vertical Rebar,Ties
(Note: Layout&cut-off elevation to be confirmed by the Contractor)
Location: Pile No. 1 in footing H.4-3,Pile No. 9 in footing H.4-10
IL
r1p Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
Grout mix design is needed for review.
E&A Representative: Raoaa F.Essa,E.I. lCommunicated to: Jerry Kin
BKE R resentative:. Pepresentin :
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
rw
EIIIsUssociata. Qaker Baker I�Iein Engineering, P.L.
Klein c-rn:�cT�inate�a�iNreRi�:cs=_a:rcrs
Geotechnical ■ Materials Testing ■ Environmental
Integrated Engineering Serv/ces since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 007
Job No.: 3791-0003 Date: 6/12/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client:LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Auger Cast In Place Piles(ACIP)
Elements: Vertical Rebar,Ties,and grout mix design
Note: Layout&cut-off elevation to be confirmed by the Contractor)
Location: Piles 4, 6, 12,& 13
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
E&A Representative: Raoaa F.Essa,E.I. ommunicated to:Jerry Kin
BKE Re resentative:. Le2resentig&
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
PM
E111S9f$Soclatesi. 3ktal Qaker Klein Engineering, .
�i�£il1s�raucruaa�rntc�rveEni�;�s�a.�ce�
Geotechnical ■ Materials Testing ■ Environmental
integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 008
Job No.: 3791-0003 Date: 6/12/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Drilled holes in existing slab
Location: Slab on Grade between H.4-10.5 and G.8-12
owl
Slab on Grade between G.8-12 to E.5-12
Slab on Grade between H.5-3.5 to J.5-8
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
Holes are over 6"deep.
Ow
E&A R resentative: Raoaa F. Essa,E.I. ommunicated to: Jerry Kin
BKE Representative:. resenting:
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
Ellls&Assodatesw. Baker [3aker Klein En�ineerin�, p�.
K�elll srnu�r�+Aa�e�c�ra�.+.�+��s���=c-�s
Geotechnical a Materials Testing ry■ Environmental �"+"'+k" .
Integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 009
Job No.: 3791-0003 Date: 6/13/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Auger Cast In Place Piles(ACIP)
Elements: Vertical Rebar,Ties,and grout mix design
(Note: Layout&cut-off elevation to be confirmed by the Contractor)
Location: Piles 18,24,21, 38, 66,98,and 15
t
1W Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
Some of the piles were performed in the wrong locations. Contractor to verify the locations of all
the piles after piles completions.
E&A Representative: Raoaa F.Essa,E.I. ommunicated to: Jerry Kin
BKE Representative:. e resenftn :
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
EII�sAssociates��. Baker Baker Klein Engineerings p�.
KOeln STRXTJRALENG7NEERVNIGS:R6!CES
Geotechnical a Materials Testing • Environmental tn2s"`
Integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 010
Job No.: 3791-0003 Date: 6/14/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Drilled holes in existing slab
Location: Slab on Grade along HA to 8 line
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
Holes are over 6"deep.
E&A Representative: Seth Morla,E.I. rommunicated to:Jerry Kin
BKE R resentative:. epresenting:
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
an �
EIAsUssoclatesi.. a�k�r Baker Kiein Engineering,
Klein STRUCTJRALENGINEERIRGS_,'=C,ES
Geotechnical a Materials Testing ■ Environmental rNG`V,a NG,
' Integrated Engineering Services since 197'0
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 011
Job No.: 3791-0003 Date: 6/15/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Drilled holes in existing slab
Location: Slab on Grade lines 8-12 between HA to N
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
Holes are over 6"deep.
f
E&A Representative: Seth Morla,E.I. ommunicated to: Jerry Kin
BKE Representative:. resenting:
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
baker Baker Klein Engineering, PL.
Ellis oci t i Klein c-€?'JGTJRHI ENGINEERI G S=x.If;ES
Geotechnical a Materials Testing ■ Environmental r" ' "^''�
' Integrated Engineering Services since 7970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 012
Job No.: 3791-0003 Date: 6/18/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
OPP Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Reinforcing steel,vapor barrier,spacing,clearance and lap.
Location: Slab on Grade between H.5-3.5 and J.5-3.5 to J-8 and H.5-8
Between M-8 to H.3-12
Between 1-1.3-10.5 to H.3-12 and G.8-10.5 to G.8-12
Between G.8-12 to E.5-12
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be
general compliance with the project documents with the following exceptions:
5 existing piles were missing;contractor was notified which piles were missing.
Couple piles were chipped and another pile was 2 feet lower than the slab elevation.
EOR acceptance or fix is needed.
E&A Representative: Seth Morla,E.I. ommunicated to: Jerry Kin
11 BKE R resentative:. a resentin :
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
OB�11 [3aker Klein Engineering, P.L.
EllisUssocrlatesim TS.RJCTURAL ENGdNEER( G S:RV1 CES
Geotechnical ■ Materials Testing ■ Environmental
Integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 013
Job No.: 3791-0003 Date: 6/19/2012
Job Location: Weather: Clear
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: CMU Walls
Elements: Reinforcing steel.
Location: Doors Opening at the sides and the back walls
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents with the following exceptions:
Door opining at line N between line 3 and 4 has one side grouted solid,no rebar was added.
Door opining at line 1 between E& F has both sides grouted solid with a lintel beam on top. No
rebars were added.
EOR response is required.
E&A R resentative: Seth Morla,E.I. Communicated to: Jerry Kin
BKE Re esentative:. a resentin :
„ E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
� Baker Klein Engineering,
E111s9 sociatesi.. Kle n
s7R''J F34L ENGINEERI�
Geotechnical • Materials Testing ■ Environmental r�.c �`^'�°6
Integrated Engineering Services since 1970
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 014
Job No.: 3791-0003 Date: 6/21/2012
Job Location: Weather: Cloudy
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Slab on Grade
Elements: Reinforcing steel,vapor barrier,spacing,clearance and lap.
Location: Slab on Grade between N9.3 and M-8
Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
E&A Representative: Seth Morla,E.I. Communicated to:Jerry Kin
so BKE Representative:. a resentin :
so E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
PP Fax:(904)880-0970 Fax:(904)356-8524
Ellis9Assoclates� a�k�r faker Klein ng[neering, .
K�til1 iG7URAL ENGtNEERF t"S_'4:iCEw",
Geotechnical a Materials Testing a Environmental -TP
�
integrated Engineering Services since 1978
LA Fitness - Atlantic Beach
THRESHOLD INSPECTION REPORT NO. 015
Job No.: 3791-0003 Date: 6/29/2012
Job Location: Weather: Cloudy
985 Atlantic Blvd.
Client: LA Fitness International,LLC Contractor: Impact Construction
The following threshold items were inspected on this date:
Component: Pile Caps
Elements: Reinforcing steel,and Anchor bolts.
Location: -2.1,B-2.9,B-3.5,&B-3.7
so Noted deviations,or deficiencies,etc.:
The items listed above have been installed as shown on the detail drawings and appear to be in
general compliance with the project documents.
Pile caps bottom was wet (approximately 1 to 3" of water was noted). Contractor attempt
dewatering the footing bottom before pouring the footings.
E&A Representative: Raoaa F. Essa,E.I. Communicated to:Jerry Kin
BKE Re resentative:. Plepresentin :
E&A BKE
7064 Davis Creek Road 1334 Walnut Street
Jacksonville,FL 32256 Jacksonville,FL 32206
Phone:(904)880-0960 Phone:(904)356-8520
Fax:(904)880-0970 Fax:(904)356-8524
P
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APPENDIX B
Non-Compliance Record
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APPENDIX C
Photographs of the Subject Project
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LA Fitness—Atlantic Beach
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Photograph 3—June 19, CMU Wall
Photograph 4—June 21,Auger Cast In-Place Piles
June Photos.doc June 2012
" $ LA Fitness—Atlantic Beach
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Photograph 5—June 29,Pile Cap
June Photos.doc June 2012
Ellis&A
Geotechnical ■ Materials Testing ■ Environmental
Integrated Engineering Services since 1970
Corporate Headquarters/7064 Davis Creek Road /Jacksonville, FL 32256/(904) 880-0960
Brunswick Branch/227 Rose Drive/Brunswick, GA 31520/(912)279-0085
www.ellisa,ssoc.com
Serving Northeast& Central Flo a,
arta Southeast Georgia since 1970
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