HomeMy WebLinkAboutThreshold Inspection Reports June 2005-Feb. 2006
Engineering. Consulting. Testing February 10,2006
Mr. Todd Morley - Chief Bldg. Official
City of Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Threshold Inspection Services
Residence Inn
Cape Canaveral, Florida
PSI Project No. 761-50044
Dear Mr. Morley:
Professional Services Industries, Inc. (PSI) has performed Threshold Inspection services for the
above-referenced project. The inspection services were provided for the owner and the building
department having jurisdiction over the project in accordance with the threshold inspection plan
for the project, provided by the engineer of record.
Throughout the course of the construction of the structure, PSI has performed inspections and
observations as required. Areas of deficiency were noted to the contractor for correction and
were re-inspected as needed. Through this date, we have completed our inspections and/or re-
inspections of the construction of the building's structural load bearing components as described
in the approved Threshold Inspection Plan.
In accordance with the requirements of the State of Florida, to the best of our knowledge, the
structural load bearing components defined in the approved Threshold Inspection Plan have
been constructed in substantial compliance with the permitted structural contract documents
and as modified or approved by the structural engineer of record. All of the items found to be
deficient and noted within our project punch-list have been corrected satisfactorily.
This concludes our threshold inspection services. Should you have any questions or require
additional information, please feel free to contact our office at your convenience.
Sincerely,
Professional Service Industries, Inc.
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7-/0-
R. Lance Reaves J. Rod Fruland, P.E.
Department Manager Sr. Engineef, Construction Services
Construction Services Florida Registration No. 27667
Special Inspector No. 0085
XC: WELBRO Building Corp (2) - Chris Cortellini, Paul Hayes
AlA Acquisition Group - Roger Dobson
R.L. Plowfield & Associates - Chris Scroggins
Powell Design Group - Ron Brown
BB & T - Ron Barley
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
----,--------~._-_._--,--------- -----,,-_..--
Engineering.. Consulting.. Testing February 10, 2006
Mr. Todd Morley - Chief Bldg. Official
City of Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Threshold Inspection Services
Residence Inn
Cape Canaveral, Florida
PSI Project No. 761-50044
Dear Mr. Morley:
Professional Services Industries, Inc. (PSI) has performed Threshold Inspection services for the
above-referenced project. The inspection services were provided for the owner and the building
department having jurisdiction over the project in accordance with the threshold inspection plan
for the project, provided by the engineer of record.
Throughout the course of the construction of the structure, PSI has performed inspections and
observations as required. Areas of deficiency were noted to the contractor for correction and
were re-inspected as needed. Through this date, we have completed our inspections and/or re-
inspections of the construction of the building's structural load bearing components as described
in the approved Threshold Inspection Plan.
In accordance with the requirements of the State of Florida, to the best of our knowledge, the
structural load bearing components defined in the approved Threshold Inspection Plan have
been constructed in substantial compliance with the permitted structural contract documents
and as modified or approved by the structural engineer of record. All of the items found to be
deficient and noted within our project punch-list have been corrected satisfactorily.
This concludes our threshold inspection services. Should you have any questions or require
additional information, please feel free to contact our office at your convenience.
Sincerely,
Professional Service Industries, Inc.
Z -/0.- 0
R. Lance Reaves J. Rcd Fruland, P.E.
Department Manager Sr. Engineer, Construction Services
Construction Services Florida Registration No. 27667
Special Inspector ND. 0085
XC: WELBRO Building Corp (2) - Chris Cortellini, Paul Hayes
AlA Acquisition Group - Roger Dobson
R.L. Plowfield & Associates - Chris Scroggins
Powell Design Group - Ron Brown
BB & T - Ron Barley
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
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Engineering.. Consulting.. Testing
REPORT OF IN-PLACE DENSITY TESTS
TESTED FOR: A1AAcquisition Group, LTD., LLP DATE: 01/18/06
3425 Atlantic Avenue REPORT NO: 10
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL
TECHNICIAN: K. Farrell
MAXIMUM IN-PLACE ELEV.
OPTIMUM LAB DRY DRY COMPACTION OF
DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST
(2005) LOCATION (%) (PC F) (%) (PC F) (%) (%) (ft)
PAVEMENT STABILIZED Reference: 0 = top of subgrade
SUBGRADE .
11/28 Exitlane,50'W.ofA1A 9.0 125.0 10.1 124.9 99.9 98 0-1
11/28 Entrance lane, 100' W. of 9.0 125.0 9.5 124.5 99.6 98 0-1
A1A
11/28 Exitlane,200'W.ofA1A 9.0 125.0 8.1 123.3 98.6 98 0-1
11/28 East road by Bldg A, 30' N. 9.0 125.0 11.6 122.8 98.2 98 0-1
of south end
11/28 East road by Bldg A, 220' N. 9.0 125.0 9.9 122.5 98.0 98 0-1
of south end
11/30 Approx. center of north half 9.0 125.0 11.3 124.6 99.1 98 0-1
of Bldg. A east parking area
11/30 Approx. center of souih half 9.0 125.0 9.5 122.7 98.2 98 0-1
of Bide. A east parking area
12/02 Approx. center of west half 9.0 125.0 7.8 123.6 98.9 98 0-1
of Bide. A north parking area
12/02 Approx. center of east half of 9.0 125.0 7.9 122.7 98.2 98 0-1
Bldg. A north parking area
12/07 Approx. center of east side I 9.0 I 125.0 9.8 122.8 I' 98.2 98 0-1
of Bldg. A north driveway
12/07 Approx.centerofwestside 9.0 125.0 10.4 122.6 98.1 98 0-1
of Bldg. A north driveway
12/13 North road, approx. 50' S. of 9.6 116.3 11.1 114.6 98.5 98 0-8"
dumpster pad
12/13 North road, approx. 150' E. 9.6 116.3 11.9 115.9 99.7 98 0-8"
of dumpster pad
12/16 Approx. center of north end 9.6 116.3 10.7 116.1 99.8 98 0-8"
of west road by Bldg. A
THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TlONS OR ELEVA TlONS.
REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD: X Drive Sleeve X Nuclear Gauge
. Results do not meet project's requirement TESTS PERFORMED PER ASTM D2922-96&ASTM 03017-96
"Retest results do meet project's requirement
DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted,
MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc.
PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample
1
Jeffrey H.M. Begovich, P.E.
Vice President/Construction Services
Flnrirl~ R"gi~tration No. 51869
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 3283g. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
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Build On
/Engineering.. Consulting OJ Testing
REPORT OF IN-PLACE DENSITY TESTS
TESTED FOR: A1AAcquisition Group, LTD., LLP DATE: 01/18/06
3425 Atlantic Avenue REPORT NO: 10
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL
MAXIMUM IN-PLACE ELEV.
OPTIMUM LAB DRY DRY COMPACTION OF
DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST
(2005) LOCATION (%) (PC F) (%) (PC F) (%) (%) (ft)
PAVEMENT STABILIZED Reference: 0 = top of subgrade
SUBGRADE
12/16 Approx.centerofsouthend 9.6 116.3 8.3 '115.8 99.6 98 0-8"
of north half of west road by
Bldg. A
12/21 Approx.centerofsouthend 9.6 116.3 8.0 116.0 99.7 98 0-8"
of south half of west road
12/21 Approx. center of north end 9.6 116.3 11.4 115.8 99.5 98 0-8"
of south half of west road
12/21 Approx. center of south half 9.6 116.3 9.4 116.1 99.8 98 0-8"
of west parking
THESE TEST RESULTS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TlONS OR ELEVA TlONS.
REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD: X Drive Sleeve X Nuclear Gauge
. Results do not meet project's requirement. TESTS PERFORMED PER ASTM D2922-96&ASTM D3017-96
"Retest results do meet project's requirement
DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted,
MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc.
PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample
2
Jeffrey H.M. Begovich. P.E.
Vice President/Construction Services
Flnrirl~ R"gi~tf8tion No. 51869
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
.
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Engineering · Consulting. Testing
REPORT OF TRUSS SYSTEM INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 10
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 12/12/2005 TECHNICIAN: S. Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION:
Foundation PLAN LOCATION: Gatehouse, section "B" truss system
Wall
Column
Floor Slab
Stair
X Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5401 Detail(s): all RFI:
PDG Truss manufacturer As-Builts RFI:
Dated: 1/12/05 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & splice locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: Truss System X
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 1 of 2
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
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/Engineering .. Consulting.. Testing
REPORT OF LIGHT GAUGE METAL FRAMING INSPECTION
TESTED FOR: A1A Acquisition Group, L TO., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 10
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 12/12/2005 TECHNICIAN: S. Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION:
Foundation PLAN LOCATION: Gatehouse, sectioin "B", light gauge metal framing
Wall
Column
Floor Slab
Stair
X Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5501 - 5507 Detail(s): all RFI:
POG RFI:
Dated: 1/12/05 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & splice locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: light gauge metal framing X
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS: Missing screws were marked and were being installed at time of inspection.
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FE~3~J Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
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Engineering .. Consulting" Testing LlMEROCK BEARING RATIO TEST RESULTS
(FM 5-515)
TESTED FOR: A1A Acquisition Group LTD., LLP
3425 Atlantic Avenue PROJECT: RESIDENCE INN
Cocoa Beach, FL 32931 REPORT NO: 9
PROJECT NO: 761-50044
DATE TESTED: November 17, 2005
SAMPLE LOCATION: COMPOSITE SAMPLE FROM ENTRANCE ROADWAY
SOIL DESCRIPTION: DARK BROWN SISIL TY FINE SAND
1000
,
,
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I
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~ "
c j
w I I I
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...J 100
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10 - I , I
6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00
MOISTURE CONTENT (%)
PROJECT LBR REQUIREMENT: 40 LBR VALUE: 102
125.00
.;:-
u
E:
>--
:J:
(!) 123.00
jjj
s:
t:
z
::>
~ 121.00
Cl
119.00
6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00
MOISTURE CONTENT ("!o)
OPT MOISTURE: 9.0 MAX DENSITY 125.0
NOTES:
1 TEST MEETS PROJECT REQUIREMENTS
2 50044-10
3
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On LlMEROCK BEARING RATIO TEST RESULTS
Engineering.. Consulting.. Testing
(FM 5-515)
TESTED FOR: A1A Acquisition Group LTD., LLP
3425 Atlantic Avenue PROJECT: RESIDENCE INN
Cocoa Beach, FL 32931 REPORT NO.: 9.00
PROJECT NO: 761-50044
DATE TESTED: iDecember 27,>2005
SAMPLE LOCATION: STOCKPILE
SOIL DESCRIPTION: L1MEROCK
1000 ,
,
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....J 100 ' I
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10 - ! ! I ' , I I I I I
5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00
MOISTURE CONTENT (%j
PROJECT LBR REQUIREMENT: 100 LBR VALUE: 100
MOISTURE CONTENT (%)
118.00 I . i..... .... I
I 'i. I '1'
i i :
I ! !
c- I! i Iii r '
<J 117 .OO-~-------~L----~-T, -----~_____r_- -~-----,--- -----------~-~-___r--.-----------. --~--~_____r-------~
c.. I '.' I! 1
~ I I . I
. ,
!i: Iii I
Q i ! I I
W I I
::: 116. 00 -----~-----~----- . .---~------t-~-----~--j
!::: . I
Z I
::l I . I
>- I I
, I! I
g; 115.00 --------. - ---~-----+-. ---------- -------- "- ---------- ---------------,--------
I
I
I
i
I
114.00 _ __ 1
5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00
OPT MOISTURE: 10.0 MAX DENSITY: 116.8
NOTES:
1 TEST MEETS PROJECT REQUIREMENTS
2 50044-1
3
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
----~-~---- -~-~ ------- ----- ----~- --- --~-- -- -- ,_. _._._._---'-"----,--,-,,-,.--_.,--~,-,,_.,,-
Engineering II Consulting II Testing November 22,2005
Mr. Todd Morley - Chief Bldg. Official
City of Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Summary of Special (Threshold) Inspection Services
Residence Inn - Cape Canaveral, Florida
PSI Project No. 761-50044, Report #8, (Progress Report # 5)
Dear Mr. Morley:
Professional Service Industries, Inc (PSI) is performing special inspection services for the Residence Inn
project located in Cape Canaveral, Florida. This report is intended to summarize the status of our
inspection services performed between October 1, 2005 and November 16, 2005.
As construction has progressed within the structure PSI representatives have performed a series of
inspections in accordance with the project's Special Inspection Plan.
As deficiencies are discovered within the course of our inspections and observations, the contractor will
be immediately notified so that corrective action may be performed. Any deficiencies not immediately
corrected are entered into a running "punch-list" of non-conforming items. A current punch-list is attached
for your review. PSI will maintain and update this punch-list as deficiencies are discovered, corrective
actions are taken and re~inspections are performed. As of this date, forty (40) items need to be
addressed.
We trust that this summary of our services during this time period is complete and sufficient for your
needs. If you have any questions, please do not hesitate to call.
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Ii
Rod Fruland, P.E.
Senior Engineer
Conslrucfion Services
Florida Registration #27667
Special Inspector Reg. #85
Attachments: Inspection report
Punch-list
Xc: A 1 A Acquisition Group, Roger Dobson
WELBRO Building Corp., Chris Cortellini
R. L. Plowfield & Associates, Chris Scroggins
Powell Design Group, Ron Brown
BB & T, Ron Barley
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
----_.,._,--,-,-,,-,--""-,-,---,.,-,~-,~-'''-,~,-_..'-,-,-+---,-,--,-'''-,-,----,.,-,-,,-,-,-----'''-~.,---,------""'---'-,-',-
!Engineering.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1AAcquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 8
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 1 0/7/2005 TECHNICIAN: S. Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION:
Foundation PLAN LOCATION: Area "B", lines 44 - 66, G - V
X Wall
Column
Floor Slab
Stair
Other
CRiTERiA UTiliZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S212 Detall(s): 2, 3 RFI:
PDG S302 3,4,7,11 RFI:
Dated: 1/12/05 S101 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: NO
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 1 of 1
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED -, REINSPECTION , REI~~i~TED l
INSPECTED
TOP GRADE BEAM REINFORCING STEEL REMEDIATE PER ADDITIONAL 04-26-05/
001 04-19-05 BARS DO NOT MATCH WITHIN GB-3/GB-7 DIRECTION OF REINFORCING STEEL 04-29-05
TRANSITION AREAS @ COL LINE E, R, ENGINEER OF ADDED PER (COMPLETE)
AND P (BOTH ENDS OF BLDG) RECORD (RFI #034) REFERENCED RFI
SEVERAL AUGERCAST PILES LIE REMEDIATE PER AREAS REFERENCED 04-26-05/
002 04-19-05 OUTSIDE TOLERANCES STATED FOR DIRECTION OF REMEDIATED PER 05-16-05
LOCATION (#1244, 1248, 1258, 1414) ENGINEER OF REFERENCED RFI (COMI'LETE)
RECORD (RFI #035)
REMEDIATE PER AREAS REFERENCED
003 05-02-05 PILE FOUND TO BE MISSING (NO SURVEY DIRECTION OF REMEDIATED PER 05-16-05
MARKER IN-PLACE) - PILE #1264 ENGINEER O:F REFERENCED RFI (COMPLETE)
RECORD (RFI #045)
HOOK BARS DETAILED @ BALCONY
AREAS ARE APPR 5' LONG IN-PLACE,
004 06-17-05 RATHER THAN 10' IN LENGTH - SEE REMEDIATE PER
RINKER SHOP DRAWINGS, BAR MARK RFI #078
MK507 (COL LINE A TO L-88 TO 99-
AREA C - 2ND FLOOR)
SEVERAL CMU/PILASTER REINFORCING APPROVED AS-BUILT P-l REMOVED TO
STEEL BARS NOT CENTERED WITHIN BY ENGINEER OF ELEV 4 COURSES 06-27-05
005 06-22-05 CELLS UPON COMPLETION OF GROUT RECORD VIA ABOVE SLAB AND (COMPLETE)
PLACEMENT - RESTING ON CMU WEB CORRESPONDENCE REPLACED @ COL
(AREA C - 2ND FLOOR) DATE:D 11-10-05 LINE L-89
ADDITIONAL #4 - 4'
VERTICAL CMU REINFORCING STEEL BAR PLACED
AS-BUILT CONDITION LOOSEL Y WITHIN
BARS EXHIBIT INSUFFICIENT SPLICE VERBALLY BOTTOM OF CELL IN
006 06-22-05 LENGTH FROM LEVEL BELOW APPROVED VIA AREAS NOTED AS 06-22-05
(RANGE IN-PLACE 11 TO 30" - ENGINEER OF DEFICIENT (<26")
30" MIN REQUIRED AS PER S-101)
(AREA C - 2ND FLOOR) RECORD (COL LINE C TO P-88
TO 99, Q TO U-95 TO 99
ONLY)
/Ql!i' 1
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I REI~~i~TED J
INSPECTED
ADDITIONAL FULL-
VERTICAL P-l REINFORCING STEEL LENGTH #5 BAR
BARS EXHIBIT INSUFFICIENT SPLICE APPROVED AS-BUILT PLACED WITHIN
BY ENGINEER OF CELL IN AREAS
007 06-22-05 LENGTH FROM LEVEL BELOW RECORD VIA NOTED AS DEFICIENT 06-22-05
(RANGE IN-PLACE 27 TO 36" - CORRESPONDENCE (<35") (COMPLETE)
36" MIN REQUIRED AS PER S-101)
(AREA C - 2ND FLOOR) DATED 11-10-05 (COL LINE C TO P-88
TO 99, Q TO U-95 TO 99
ONLY)
VERTICAL CMU REINFORCING STEEL APPROVED AS-BUILT
DOWEL NOT PRESENT FROM LEVEL BY ENGINEER OF
008 06-22-05 BELOW @ COL LINE E-96.5, E-97.8, E-98 RECORD VIA N/A N/A
(CELL ADJ TO E-98 POURED SOLID CORRESPONDENCE (COMPLETE)
WITH REINFORCEMENT) DATED 11-10-05
(AREA C - 2ND FLOOR)
IN-PLACE CONDITION
VERTICAL P-l REINI<'ORCING STEEL ACCEPT ABLE @ COL
DOWEL (#6 BAR) NOT PRESENT FROM REMEDIATE PER LINE A-93, B-93,
LEVEL BELOW @ COL LINE A-93 & B-93 CORRESPONDENCE (PROVIDED TWO ADJ
009 06-22-05 (#5 BARS IN PLACE FROM 1ST FLOOR), FROM ENGINEER CELLS ARE GROUTED 06-27-05
AND Q.I-95 (NO BAR OF ANY SIZE OF RECORD SOLID); #6 BAR
PRESENT WITHIN W CELL OF DATED 11-10-05 PLACED INTO 2ND
PILASTER, #6 BAR IN E CELL) FLOOR SLAB @ COL
(AREA C - 2ND FLOOR) LINE Q.1-95 VIA
DRILL/EPOXY
MASONRY GROUT PLACED IN SINGLE
FULL-HEIGHT LIFT (8'-8"), AND GROUT
WAS VIBRATED ONLY ONCE APPROVED AS-BUILT
FOLLOWING INITIAL PLACEMENT BY ENGINEER OF N/A
010 06-22-05 (REFERENCE ACI 530.1-02, PART 3.5- RECORD VIA N/A
RECONSOLIDATION 01<' GROUT CORRESPONDENCE (COMPU:TE)
REQUIRED AFTER INITIAL WATER LOSS DATED 11-10-05
AND SETTLEMENT HAS OCCURRED)
(AREA C - 2ND FLOOR)
IR~il 2
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I DAT~
INSPECTED REINSPECTED
ADDITIONAL "B"
P-l PILASTER MISPLACED APPR 24" TO APPROVED AS-BUILT BARS WITHIN 2ND
BY ENGINEER OF FLOOR SLAB
011 06-23-05 THE NORTH OF PLAN POSITION RECORD VIA EXTENDED TO 06-27-05
(ORIGINAL LOCATION COL LINE E-7) (COMPLETE)
(AREA A-I ST FLOOR) CORRESPONDENCE DEVELOP INTO
DATE:D 11-10-05 CURRENT P-l
POSITION
PILASTER DESIGNATION @ COL LINl<~ APPROVED AS-BUILT #6 BARS PLACED
Q-77 & M-77 CHANGES FROM P-1 ON 1ST BY ENGINEER OF INTO 2ND FLOOR SLAB
012 06-23-05 FLOOR TO P-2 DESIGNATION ON RECORD VIA VIA DRILL/EPOXY 06-27-05
2ND FLOOR (BARS IN-PLACE FROM 1 ST CORRESPONDENCE WITHIN MISSING P-2 (COMPLETE)
FLOOR ARE 2-#5 IN EACH LOCATION, DATED 11-10-05 REINFORCEMENT
RATHER THAN 4-#6) (AREA C - 2ND FLR) AREAS
I PILASTER VERTICAL REINFORCING APPROVED AS-BUlL T
STEEL WITHIN P-l @ COL LINE N.I-89 BY ENGINEER OF N/A
013 06-24-05 CONSISTS OF 2-#5 BARS RECORD VIA N/A (COMPLETE)
(RATHER THAN 2-#6 BARS) CORRESPONDENCE
(AREA C _1ST & 2ND FLOOR) DATED 11-10-05
ADDITIONAL
ADDITIONAL HORIZONTAL HORIZONTAL CMU ONLY ADDITIONAL
REINF NOT HORIZONTAL
REINFORCEMENT NOT BEING PLACED REQUIRED ASPER REINFORCEMENT N/A
014 06-24-05 ABOVE AND BELOW CMU OPENINGS AS
PER PROJECT SPECIFICATIONS CORRESPONDENCE REQUIRED IS AS PER (COMPLETE)
SECTION 04220, PART 3.03.C FROM ENGINEER S302,DETAIL 7 AND
OF RECORD LINTEL SCHEDULE
- DATED 11-10-05
LOCATION OF P-l PILASTER APPROVED AS-BUILT 2-#6 BARS INSTALLED
MISPLACED FROM PLAN LOCATION BY ENGINEER OF INTO FOUNDATlON@ 06-25-05
015 06-25-05 RECORD VIA
(APPR 8" S @ COL LINE A-I0 & B-I0) CORRESPONDENCE 1..5-39 (NOW CIP COL (COMPLETE)
(APPR 16" W @ COL LINE 1..5-39 & L.5-41) DATED 11-10-05 @PLANLOCATION)
{lfBl 3
..~~.
, '. .t..!
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED -' REINSPECTION I_REI~~i~TED I
INSPECTED
#5 BARS PRESENT FROM LEVEL BELOW APPROVED AS-BUILT FULL-LENGTH #5 BAR
PLACED ALONG
IN P-l PILASTER LOCATIONS (#6 BARS BY ENGINEER OF WITH #6 BAR ABOVE 06-27-05
016 06-25-05 DETAILED) @ COL LINE Q.I-86, N-85, N-82, RECORD VIA 2ND FLOOR SLAB (COMPLETE)
P-82, N-73, P-73, N.2-13.8, Q.I-16, R.6-7 CORRESPONDENCE ELEV A TION
(2ND FLOOR) DATED 11-10-05 (AREA C ONLY)
#6 BARS INSTALLED
1-#5 BAR ONLY PRESENT FROM LEVEL REMEDlA TE PER VIA DRILL/EPOXY
BELOW @ P-l PILASTER LOCATIONS CORRESPONDENCE INTO FLOOR SLAB IN
017 06-25-05 FROM ENGINEER BOTH REFERENCED 07-06-05
(2-#6 BARS DETAILED) OF RECORD LOCATIONS
@COLLINEN-39, Q.I-8 (2ND FLOOR) DATED 11-10-05 (TWO ADJ CELLS TO
BE GROUTED SOLID)
APPROVED AS-BUILT
NO CLEAR COVER TO REINFORCING (STRUCTURALL Y) BY VERIFY ANY ISSUES
018 06-25-05 STEEL BANDS WITHIN CIP COLUMN (C-4) ENGINEER OF WITH ARCHITECT
@ LINE S-26 (SW CORNER) & S-28 (NE RECORD VIA CONCERNING
CORNER) (1ST FLOOR) CORRESPONDENCE FIRE RATING
DATED 11-10-05
STD HOOK BARS HAVE NOT BEEN APPROVED AS-BUILT MK412 BARS PLACIW
DETAILED IN SHOP DRAWINGS WITHIN WITHIN 2ND FLOOR
SLAB EDGE @ TWO SIDES OF ELEVATOR BY ENGINEER OF' SLAB @ 18" OC 06-27-05
019 06-27-05 RECORD VIA
AREAS, AS WELL AS CB-l, CB-3, CB-4 CORRESPONDENCE ALONG REVERSE (COMPLETE)
(PARTIAL), CB-5, AND CB-6 (PARTIAL) DATED 11-10-05 SIDE OF ELEVATOR
CONCRETE BEAM AREAS (AREA A)
REMEDlATE PER COL CUT FROM BASE
1'8 COLUMN @ LINE }'-95 APPR 4" OUT- CORRESPONDENCE PLATE AND REPOSI-
020 06-27-05 OF-PLUMB (LEANING TO WEST) FROM ENGINEER TIONED UTILIZING 08-17-05
(1 ST FLOOR) OF RECORD W' ANGLE AS
DATED 11-10-05 SUPPORT ON 3 SIDES
1"Qlil 4
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQillRED ] REINSPECTION I REI~~~~TED I
INSPECTED
IN-PLACE WELDS
ACCEPTABLE;
REMAINDER OF
IMPROPER ELECTRODES BEING USED WELDS TO UTILIZE E7018 ELECTRODES
021 06-27-05 TO WELD TS COLUMNS TOGETHER (6011 E70XX ELECTRODES, USED TO WEIJD TS 07-28-05
BEING UTILIZED, E70XX SERIES TYPICALL Y (REF COLUMNS WITHIN (COMPLETE)
SPECIFIED - SEE SHEET S-101) CORRESPONDENCE AREA A, 3RD FI~OOR
FROM ENGINEER
OF RECORD
DATED 11-10-05)
MANY CMU CELLS NOT COMPLETELY
FILLED WITH MASONRY GROUT:
COL LINE B-13,H-3,N.9-4,N.9..5,Q.1-8,R-13.1, REMEDIATE AS PER
Q.9-16, T -12, T .5-12, U-12, U.5-12,H.5-22,J-22, CORRESPONDENCE
022 07-05-05 K-22,P .1-22,Q-26,HA-40,S.2-40.8,N -67 ,HA-67, FROM ENGINEER
HA-68,P-68,S-77 ,R.2-89,J-88,F -96.5,A.8-89, OF RECORD
A-96 (1 ST FLOOR); AND DATIW 11-10-05
COL LINE A.1-98,G-92,U-97.3,R.5-82,R.8-82,
S.5-82,T-82,K-77,N-67 (2ND FLOOR)
MANY CMU WALLS REINFORCED @ IDENTIFY AREAS
48" OC, RATHER THAN 32" OC AS PER (FOR REVIEW) AS PER
023 07-05-05 S-212, DETAIL 3 (W-1 DESIGNATION FOR CORRESPONDENCE
INTERIOR 1 ST FLOOR AREAS) FROM ENGINEER
OF RECORD
(AREA A AND AREA C) DATED 11-10-05
ACCEPTABLE
PROVIDED SILL
TYPICAL CMU SILL REINFORCEMENT AREAS ARE GROUTED
024 07-05-05 (2-#5 BARS) NOT PLACED BENEATH AIR SOLID AS PER
CORRESPONDENCE
HANDLER OPENINGS IN ANY LOCATION FROM ENGINEER
OF RECORD
DATED 11-10-05
lfisi~ 5
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED J REINSPECTION I REI~~~~TEn l
INSPECTEn
APPROVEn AS-BUILT
CIP COLUMN@LINE S.2-84 APPR 2" OUT- BY ENGINEER OF N/A
025 07-06-05 OF-PLUMB (LEANING TO NORTH) RECORD VIA N/A (COMPLETE)
(1 ST FLOOR) CORRESPONDENCE
DATED 11-10-05
CIP COLUMN APPR 1" OUT-OF-PLUMB @
LINE S.2-28 (LEANING TO NORTH), APPROVED AS-BUILT
S.2-33 (LEANING TO SOUTH), BY ENGINEER OF N/A
026 07-08-05 S.2-70 (LEANING TO NORTH); RECORD VIA N/A (COMPLETE)
APPR 1.25" OUT-OF-PLUMB @ CORRESPONDENCE
LINE S.2-37 (LEANING TO NORTH) DATED 11-10-05
(1 ST FLOOR)
KO-1 REINFORCE-
KO-1 BOND BEAM REINFORCING STEEL MENT NOT REQUIRED
NOT PRESENT @ COL LINE A TO C-89, ASPER N/A
027 07-11-05 CORRESPONDENCE N/A
C-88 TO 89, U-96.2 TO 99 FROM ENGINEER (COMPLETE)
(3RD FLOOR SLAB ELEVATION) OF RECORD
DATED 11-10-05 --
REMEDIATE AS PER
ADDITIONAL "A" BARS NOT PRESENT SK-41,SK-42,SK-43 (SEE
028 07-11-05 WITHIN FLOOR SLAB @ CORRESPONDENCE
FROM ENGINEER
COL LINE N TO Q-96 (3RD FLOOR) OF RECORD
DATED 11-10-05)
BANDS PLACED @ 6" OC TYPICAL APPROVED AS-BUILT
BY ENGINEER OF
029 07-11-05 WITHIN CB-2 BEAMS @ COL LINE S.2-68 RECORD VIA N/A N/A
TO 70, U.1-94 TO 96.2, RATHER THAN AS CORRESPONDENCE (COMPLETE)
PER S-301, DETAIL 2 (3RDFLOOR) DATED 11-10-05
lRJ~,i~ 6
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I DATE ]
INSPECTED REINSPECTED
APPROVED AS-BUILT
CIP COLUMN @ LINE S.2-19 OFFSET APPR BY ENGINEER OF N/A
030 07-13-05 2" S OF PLAN LOCATION RECORD VIA N/A (COMPLETE)
(151' AND 2ND FLOOR) CORRESPONDENCE
DATED 11-10-05
SEVERALCMU WALLS ON t';U FLOOR
OFFSET FROM 151' FLOOR LOCATIONS
(APPR OFFSET AND DIRECTION LISTED):
COL LINE '1'-31 (1.625" TO NORTH),
COL LINE '1'-22 (0.875" TO NORTH), APPROVED AS-BUILT
COL LINE F-2 (0.625" TO EAST), BY ENGINEER OF
031 07-14-05 COL LINE H-l (0.625" TO EAST), RECORD VIA N/A N/A
COL LINE L-2 (0.75" TO EAST), CORRESPONDENCE (COMPLETE)
COL LINE V-90 (0.50" TO NORTH), DATED 11-10-05
COL LINE '1'-82 (0.625 TO SOUTH),
COL LINE '1'-73 (1.0" TO SOUTH),
COL LINE G.8-82 (0.50" TO NORTH),
COL LINE H-99 (1.0" TO WEST),
COL LINE U-35 (1.125" TO SOUTH)
END OF CB-l BEAM @COLLINEL.5-68 DETAIL AS-BUILT
NOT BEARING ON CMU/P-l PILASTER CONDITION AND
I 032 07-27-05 (CMU PLACED FULL-HEIGHT) SUBMIT FOR
2 #5xl0' BARS PLACED (5' IN BEAM, 5' IN ENGINEER
SLAB) TO PROVIDE DEVELOPMENT APPROVAL
BOTTOM REINFORCING STEEL PLACED APPROVED AS-BUILT
@ 12" OC WITHIN COL LINE R TO U-90 TO BY ENGINEER OF N/A
033 07-27-05 96, R TO U-96 TO 98 (DETAII,ED @ 10" OC RECORD VIA N/A (COMPLETE)
WITHIN THESE AREAS) CORRESPONDENCE
(AREA C - 4TH FLOOR) DATE:D 11-10-05
BOTTOM REINFORCING STEEL APPROVED AS-BUILT
PLACED @ 10" OC WITHIN BY ENGINEER OF N/A
034 07-27-05 COL LINE M TO Q-82 TO 86 RECORD VIA N/A (COMPLETE)
(DETAILED @ 9" OC WITHIN THIS AREA) CORRESPONDENCE
(AREA C - 4TH FLOOR) DATED 11-10-05
f&1 7
Q,Sl.:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I REI~~i~TEDJ
INSPECTED
CB-6 BEAM CONTAINS NO BANDS @3"
OC @ N END (COL LINE N-85) APPROVED AS-BUILT
7 BANDS @ 6" OC AND MID-BEAM BANDS BY ENGINEER OF N/A
035 07-27-05 @ 12" OC IN-PLACE (S END OF BEAM RECORD VIA N/A (COMI)LETE)
CONSTRUCTED AS PER PROJECT CORRESPONDENCE
DOCUMENTS) DATED 11-10-05
(AREA C - 4TH FLOOR)
5000 PSI CONCRETE (MIX CODE 1156016) APPROVED AS-BUILT
PLACED WITHIN CMU CELLS @ COL BY ENGINEER OF N/A
036 07-27-05 LINE H.5-66 TO 68, H.5 TO S.2-66, RECORD VIA N/A (COMPLETE)
N-66 TO 68 DURING PLACEMENT OF CORRESPONDENCE
FLOOR SLAB (AREA C - 3RD FLOOR) DATlm 11-10-05
APPROVED AS-BUILT 2 #6 REINFORCING
PRECAST LINTEL @COLLINER.2-16 BY ENGINEER OF BARS PLACED INTO
FOUND TO BE CRACKED ON BOTTOM RECORD VIA LINTEL FOR 07-28-05
037 07-28-05 (CENTER, EAST TO WEST END) AND SIDE CORRESPONDENCE ADDITIONAL (COMPLETE)
(NE CORNER, TOP, APPR 24" IN LENGTH) DATED 11-10-05
(AREA A, 3RD FLOOR) (MONITOR STRENGTH (RATHER
CONDITION) THAN #5 BARS)
2 #5 BARS SUBSTITUED FOR 1 #6 BAR APPROVED AS-BUILT
WITHIN EACH CELL IN P-1 LOCATIONS BY ENGINEER OF N/A
038 07-28-05 @COLLINE R.6-7, Q.1-8, N.3-13.5 RECORD VIA N/A (COMPLETE)
(AREA A, 3RD FLOOR) CORRESPONDENCE
DATED 11-10-05
CMU DOWN CELLS FOUND TO NOT BE
COMPLETELY FILLED WITH GROUT REMEDIATE AS PER
WITHIN AREA C: COL LINE Q.1-93,F-
ST CORRESPONDENCE
039 08-08-05 96.9,A-91,H.2-79 (1 FLOOR); FROM ENGINEER
COL LINE B-89.2,J-82 (2ND FLOOR); OF RECORD
COL LINE E-97.5,B.8-98,B-89.2,L.9-85,J-85, DATED 11-01-05
H.2-84,H -84,J-68,N-67 ,H.4-66.5,H.4-67.5,
N-66.2 P-66 S.1-66 (3RD l<~LOOR)
[~Jil 8
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I REI~~i~TED I
INSPECTED
VERTICAL #6 REINFORCING BARS NOT GROUT TWO ADJ
PRESENT WITHIN P-1 LOCATION @ COL CELLS SOLID AS PER
040 08-08-05 LINE L.5-66 (3RD FLOOR), 1 #5 BAR CORRESPONDENCE
PLACED INTO 4TH FLOOR SLAB (WITHIN FROM ENGINEER
EAST HALF OF P-1 LOCATION) AS OF RECORD
EXTENSION/SPLICE FOR LEVEL ABOVE DATED 11-10-05
VERIFY SILL AREA
HORIZONTAL REINFORCING BARS NOT HAS BEEN GROUTED
PRESENT WITHIN SILL AREA OF CMU SOLID AS PER
041 08-08-05 OPENING @ COL LINE HA-67 (2ND FLOOR) CORRESPONDENCE
FROM ENGINEER
AND HA-40 (3RD FLOOR) OF RECORD
DATED 11-10-05
CONCRETE NOT YET PLACED WITHIN GROUT AREAS SOLID
SILL AREAS (CMU) @ COL LINE HA-67, ASPER
042 08-08-05 N.5-66 (3RD FLOOR), N.1-66 (4TH FLOOR), AS CORRESPONDENCE
FROM ENGINEER
WELL AS ALL AIR HANDLER OPENING OF RECORD
AREAS DATED 11-10-05
APPROVED AS-BUlL l'
IMPROPER GROUT MIX BY ENGINEER OF
(1289966 - 4000 ACGRT) RECORD VIA
043 08-11-05 CORRESPONDENCE
PLACED WITHIN CMU DOWN CELLS @ DATED 11-10-05
COL LINE C-8 TO 13.7 (4TH FLOOR) (VERIFY
CONSOLIDATION)
#5x5' STRAIGHT BAR
ADDITIONAL REINFORCING BARS NOT PLACED @ 24" OC
PLACED WITHIN ROOF SLAB REMEDIATE AS PER WITHIN AREA A
044 08-16-05 (AREA A OR AREA C) RFI #102 ONLY (AS PER 08-17-05
CONVERSATION
AS PER SHEET S251, S252 NOTE 14 WITH ENGINEER OF
RECORD)
lllJiil 9
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITE1\1S
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY -, ACTION REQUIRED] REINSPECTION I REI~~i~TEDJ
INSPECTED
CMU DOWN CELLS :FOUND TO NOT BE REMEDIATE AS PER
COMPLETEL Y FILLED WITH GROUT CORID;SPONDENCE
045 08-16-05 WITHIN AREA C: FROM ENGINEER
COL LINE F-96.6, H.9-82, H.7-75, M.7-73, L.5- OF RECORD
66, N-66 (4TH FL~OR) DATED 11-10-05
I MASONRY GROUT NOT CONSOLIDATED IDENTIFY AND
DURING PLACEMENT INTO CMU: REMEDIA TE ANY
08-12-05/ COL LINE G TO V-I TO 16,J TO N-17, VOIDED AREAS AS
046 08-15-05/ P TO T-22 (4TH FLOOR); PER
08-16-05/ COL LINE A.3 TO N-22, H.3 TO T-26 TO 41 CORRESPONDENCE
08-23-05 (4TH FLOOR); FROM ENGINEER
ELEVATOR C (ROOF); OF RECORD
I ELEV A TOR A (ROOF) DATED 11-10-05
ADDRESS AS PER
CONCRETE PLACED WITHIN ROOF SLAB CORRESPONDENCE
047 08-23-05 OF ELEVATOR C WAS NOT vmRATED OR FROM ENGINEER
FINISHED (TROWEL/FLOAT) OF RECORD
DATED 11-10-05
IDENTIFY AREAS
INSUFFICIENT SPACING OF CMU FILLED (FOR REVIEW) AS PER
I CELLS IN SEVERAL LOCATIONS WITHIN CORRESPONDENCE
048 08-23-05 AREA A-I ST FLOOR (32" OC REQUIRED FROM ENGINEER
I
@ INTERIOR, 24" OC @ EXTERIOR) OF RECORD
DATED 11-10-05
REMEDIATE AS PER
NO CLEAR COVER TO BOTTOM GRADE CORRESPONDENCE
049 08-25-05 BEAM STEEL @ COL LINE U.5-50, U.5-56, FROM ENGINEER
V.9-56 (AREA B) OF RECORD
DATED 11-10-05
INSUFFICIENT CLEAR COVER TO REMEDIATE AS PER
BOTTOM GRADE BEAM STEEL @ COL CORRESPONDENCE
050 08-25-05 LINE X-66 - AREA B (1" IN-PLACE), FROM ENGINEER
SEVERAL LOCATIONS EXHmIT 2" OF RECORD
(3" REOUlRED TO SOIL) DATED 11-10-05
[Qli1: 10
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
lITEM ~ATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I DATE I
NO. INSPECTED REINSPECTED
ADDITIONAL REINFORCING DETAIL AS-BUILT
CONDITION AS PER
STEEL/KEYW A Y NOT PLACED WITHIN CORRESPONDENCE
051 08-25-05 GRADE BEAM @ COL LINE S.7-41, U-66- FROM ENGINEER
AREA B (CONSTRUCTION JOINTS) OF RECORD
AS PER S104, DETAIL 2 DATEn 11-10-05
PILE PROJECTION INTO GRADE BEAMS APPROVEn AS-BUILT
(COL LINE S.7 TO U-41, U TO Z-41 TO 66- BY ENGINEER OF N/A
052 08-25-05 AREA B) WAS FOUNn TO RANGE FROM 0- RECORn VIA N/A (COMPLETE)
3" IN-PLACE (4" MIN REQUlREn AS PER CORRESPONnENCE
S102} DATEn 11-10-05
NO ACTION POSSIBLE
PILE TOPS NOT SUFFICIENTL YI (CONCRETE PLACED)
COMPLETELY CLEANED OF nEBRIS SEE
053 08-25-05 CORRESPONnENCE
WITHIN GRAnE BEAM AREAS COL LINE FROM ENGINEER
S.7 TO U-41, U TO Z-41 TO 66 - AREA B OF RECORD
DATEn 11-10-05
ELEVATION OF GRADE BEAMS WITHIN REF SK-23,SK-24,SK-25
COL LINE U.5 TO Z-50, Z-50 TO 56, ASPER
CORRESPONnENCE
054 08-25-05 U.5 TO Z-56, X-50 TO 56 (AREA B) WAS FROM ENGINEER
LOWEREn 16" DUE TO CONFLICT WITH OF RECORn
ELEVATION OF PAVEMENT AREAS nATEn 11-10-05
REMEDIATE AS PER
08-23-051 CMU CELLS NOT COMPLETEL YFILLEn CORRESPONnENCE
055 08-29-05 W/GROUT: COL LINE P-5, P-4.5, 1'-12, U-12, FROM ENGINEER
U.5-12, V-26, B-11.9, L-2.5, U-4 (2ND FLOOR) OFRECORn
DATED 11-10-05
HORIZONTAL SILL REINFORCEMENT REMEDlA TE AS PER
NOT EXTENnEn INTO JAMB CELL @ COL CORRESPONnENCE
056 08-29-05 LINE H.3-39.5 (3RD FLOOR), FROM ENGINEER
(ALSO,INSUFFICIENT SPLICE LENGTH OF OFRECORn
HORIZONTAL REINFORCEMENT) DATED 11-10-05
IIill1 11
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJE:CT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I REI~~i~TED I
INSPECTED
CMU CELLS NOT COMPLETELY FILLED
W/GROUT: COL LINE H.3-40.5, B-12.9, B-12, REMEnIATE AS PER
A.8-13, A-10, F-5, F-5.5, F-3, L-5, R.2-12 CORRESPONDENCE
057 08-30-05 (3RD FLOOR); FROM ENGINEER
COL LINE L-39, N.3-10, J-13, B.5-13, A-11, OF RECORD
A-10.5, A-10, A.8-13, R.5-26, S-35 DATED 11-10-05
(4TH FLOOR).
APPROVED AS-BUILT
BY ENGINEER OF
HORIZONTAL REINFORCEMENT NOT RECORD VIA
058 08-30-05 PRESENT WITHIN SILL AREA @ CORID=SPONDENCE
COL LINE A.5-13 (2ND FLOOR) DATED 11-10-05
(PROVIDED SILL
AREA HAS BEEN
GROUTED SOLID)
GROUT AREAS SOLID
CMU REMAINS UNFILLED WITH ASPER
059 08-30-05 GROUT WITHIN SILl, AREAS CORID:SPONDENCE
@ COL LINE A.5-13 (3RD FLOOR); FROM ENGINEER
AND N.5-41, H.3-40 (4TH FLOOR) OF RECORD
DATED 11-10-05
INSUFFICIENT EMBEDMENT OF ANCHOR IDENTIFY AS-BUILT
BOL TS WITHIN CONCRETE GRADE CONDITION AND
BEAMS @ COL LINE: SUBMIT FOR
ENGINEER
060 08-30-05 X-58 (NE-8.75,SE-8.75,NW-8.75,SW-8.5"); APPROVAL AS PER
X-61 (NE-7.75,SE-7.75,NW-8.25,SW-8"); CORRE:SPONDENCE
X-64 (NE-7,SE-7,NW-7,SW-7.5"); FROM ENGINEER
X-66 (NE-8,SE-7 ,NW - 7 .5,SW -7 .5"); OF RECORD
G-44.6 (NE-7.5,SE-7.5,NW-7.75,SW-8") DATED 11-10-05
112-Si1: 12
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED ] REINSPECTION I RJ<~I~~~~TED I
INSPECTED
#5 VERTICAL CMU REINFORCING BARS REMEHlATE AS PER
PLACED LOOSE WITHIN CMU, RATHER CORRESPONDENCE
061 08-31-05 THAN ANCHORED INTO GRADE BEAM @ FROM ENGINEER
COL LINE V-44.8, R.3-41, 1'.5-41, U.5-49, OF RECORD
H-61, G-45.2 DATED 11-10-05
i (TO REMEHlATE INSUFF. SPACING)
#4 SLAB DOWELS (20" SPLICE) WERE
STRAIGHTENED AND ARRANGED REMEDlA TE AS PER
WITHIN CMU @ CORRESPONDENCE
062 08-31-05 COL LINE G-52 TO 53, V-44 TO 45 FROM ENGINEER
(#5 BARS SPECIFIED @ 24" OC) OF RECORD
#5 BAR PLACED LOOSE ALONGSIDE #4 DATED 11-10-05
BAR IN EACH LOCATION
(AREA B - GROUND ELEVATION)
IDENTIFY
SEVERAL CONNECTION PLATES EXIST CONHlTIONS/
LOCATIONS AS PER
063 09-20-05 WHICH HAVE SEPARATED FROM CHORD CORRESPONDENCE
AND/OR WEB MEMBERS WITHIN FROM ENGINEER
ROOF TRUSSES (AREA C) OF RECORD
DATED 11-10-05
TRUSS H13A, HI4A, HI5A, HI6A, H17A REME:HlATE PER
, WERE FIELD-MOHlFIED TO EXTEND
CANTILEVER AREA OVER BALCONY CORRESPONDENCE
064 09-20-05 BENEATH - APPEAR TO HAVE BEEN FROM E:NGINEER OF
SHOP-FABRICATED AS HB, H14, HIS, RECORD DATED
H16, H17 (AREA C) 08-29-05
FOUR J7 TRUSSES FIELD-MOHlFIED FOR REQUIRES APPROVAL
065 09-20-05 FIELD CONHlTION @ RIDGE AREA OF ENGINEER OF
(COL LINE J-67, AREA C) RECORD
TWO J4 TRUSSES MISSING @ REQUlRF~S APPROVAL TRUSSES NOW 09-26-05
066 09-20-05 OF ENGINEER OF
COL LINE H.3-66 (AREA C) RECORD IN-PLACE (COMPLETE)
l&1 13
. ............~.. ...
~QfI' ,
,.
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE ] DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I REI~~i~TED j
INSPECTED
INTERIOR END OF TRUSS H13A, HI4A,
HI5A, HI6A, HI7A, H18, HI9, H20 FALL
APPR 1-1.5" SHORT OF SIDE OF WOOD REQUIRES APPROV AI,
067 09..20-05 BEARING PLATES (2x4x36" PLACED OF ENGINEER OF
VERTICALLY AT BOTTOM/END WEB OF RECORD
EACH TRUSS TO ALLOW PLACEMENT OF
H2.5 CLIP - BOARD NAILED Cii! 4-6" OC)
MANY FASTENERS OBSERVED TO BE INSTALL FASTENERS;
MISSING FROM EXTERIOR SHEATHING SUPPORT AND
068 09-23-05 (DENSGLASS); OTHER AREAS FOUND TO ATTACH EXTENDED
EXTEND OVER CMU APPR 8" WITH NO AREAS VIA
ATTACHMENT (AREA C) APPROVED METHOD
NUMEROUS FASTENERS MISSING FROM
069 09-23-05 EXTERIOR FRAMING INST AI,L MISSING
(TOP AND BOTTOM TRACK LOCATIONS FASTENERS
NOTED WITHIN AREA C)
SEVERAL FASTENERS (NAILS, H-CLIPS) INSTALL MISSING ALL FASTENERS 09-30-05
070 09-23-05 MISSING FROM PLYWOOD ROOF FASTENERS NOTED AS MISSING (COMPLETE)
DECKING (AREA C) HAVE BEEN PLACED
LIGHT GAUGE METAL FRAMING WITHIN
HEAD AND SILL LOCATIONS OF REMEDIATE ALL
071 09-27-05 EXTERIOR WINDOWS WITHIN ALL DEFICIENT AREAS
LEVELS OF AREA C WAS CONSTRUCTED ENCOUNTERED
AS PER HI DETAIL (H2 DETAIL
SPECIFIED AS PER S506, DETAIL 4)
NUMEROUS LOCATIONS WITHIN
EXTERIOR LIGHT GAUGE METAL REMEDIATE AS PER
072 09-27-05 FRAMING (AREA C - VARIOUS LEVELS) SKETCH SK-30,
WERE FOUND TO EXTEND MORE THAN
1" PAST EDGE OF CONCRETE SLAB (I" SK-31,SK-32
MAX EXTENSION AS PER S505, DETAIL 6)
19ji~ 14
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF 'WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 11-16-05
DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED ] REINSPECTION ~EI~~~~TED I
INSPECTED
NUMEROUS LIGHT GAUGE METAL
TRACK LOCATIONS WITHIN AREA C REMEDIATE ALL
073 09--27-05 (ALL LEVELS) WERE FOUND TO NOT BE DEFICIENT AREAS
FASTENED TO CONCRETE SLAB AS PER ENCOUNTERED
S505, DETAIL 2,4,5
P AF I<'ASTENERS UTILIZED IN JAMB DETAIL AS-BUILT
STUD CLIP- TO-CONCRETE SLAB CONDITION AND
LOCATIONS (AREA C - ALL LOCATIONS) SUBMIT FOR
ENGINEER
074 09-27-05 ARE 0.145x1.25" PINS, APPROVAL AS PER
RATHER THAN 0.177x1.25" PINS CORRESPONDENCE
(REF S507, DETAIl" 4, 5) FROM ENGINEER
TYPICALLY, 3 TO 5 FASTENERS OF RECORD
FOUND IN-PLACE DATED 11-10-05
NAILS TYPICALLY UTILIZED FOR PROVIDE FASTENER
ATTACHMENT OF PLYWOOD ROOF DATA FOR ENGINEER
DECKING ARE HITACHI 2 Y. x 0.099" WIRE APPROVAL AS PER
075 09-30-05 COIL ROUND HEAD SCREW SHANK CORRESPONDENCE
(#12210D) OR 8d COOLER- FROM ENGINEER
8d COMMON ARE SPECIFIED OF RECORD
(NAILS SPACED @ 4-6" OC IN-PLACE) DATED 11-10-05
--
--
~ 15
...~..
i.~..,......'..'
, 1;-.1
Build On
Engineering. Consulting. Testing
REPORT OF IN-PLACE DENSITY TESTS
TESTED FOR: A1A Acquisition Group, L TO., LLP DATE: 1017105
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL
TECHNICIAN: K. Farrell! J. Kilderrv
MAXIMUM IN-PLACE ELEV.
OPTIMUM LAB DRY DRY COMPACTION OF
DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST
(2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft)
CHILLER PAD FOOTING Reference: 0 = top of excavated grade
9/29 West side, center 12.8 107.9 5.6 103.2 95.6 95 0-1
9/29 East side, center 12.8 107.9 4.2 105.3 97.5 95 0-1
LEAVE OUT SLAB ON GRADE I Reference: 0 = top of grade
9!22 F.2-9 12.8 107.9 10.5 103.8 96.7 95 0-1
9/22 E.5-11.7 12.8 107.9 6.9 103.1 95.5 95 0-1
9/22 8.8-9.2 12.8 107.9 7.8 103.4 95.8 95 0-1
9/22 8.8-3.8 12.8 107.9 7.3 102.9 95.5 95 0-1
9/22 C.5-3.8 12.8 107.9 6.4 103.0 95.5 95 0-1
9/22 F.7-6.5 12.8 107.9 9.6 104.2 96.6 95 0-1
9/22 E .4-6 12.8 107.9 9.0 103.7 96.1 95 0-1
BUILDING PAD FILL SOILS Reference: 0 = top of fill
9/12 H-50 9.9 110.8 16.4 106.9 96.5 95 0-1
9/12 T-43 9.9 110.8 9.3 105.6 95.3 95 0-1
9!12 8-53 9.9 110.8 15.9 110.5 99.8 95 0-1
9/12 8-64 9.9 110.8 10.6 108.4 97.8 95 0-1
9/12 L-64 9.9 110.8 10.7 107.8 97.3 95 0-1
9/12 P-53 9.9 110.8 13.2 105.7 95.4 95 0-1
PAVEMENT BASE COURSE Reference: 0 = top of base course
9/23 40' W. of main entrance 11.2 120.0 14.6 118.4 98.7 98 5-10" I
9/23 " " 11.2 120.0 9.8 117.7 98.1 98 0-5"
9/23 90' W. of main entrance 11.2 120.0 12.3 118.1 98.4 98 5-10"
9/23 " " 11.2 120.0 8.5 119.0 99.2 98 0-5"
THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCATIONS OR ELEVA TlONS.
REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
NOTES: Proctor Method: _Standard -LModified DENSITY TEST METHOD:..LDrive Sleeve LNuclear Gauge
* Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96
**Retest results do meet project's requirement
DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted,
MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc.
PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample
1
Jeffrey H.M. Begovlch. PE.
Vice PresidenUConstruction Services
Florida Registration No. 51869
~--- --~-~~ ~-~--~-~-~ - -- ~~ -- --~--- -'-'_.~""""-,-,-~,~""'''''''' - ---~-~ ----
Professional Service Industries, Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407i304-5560' Fax 407i304-5561
FL Engineering Business 3684
REPORT OF GROUT COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Area B cell fill, col. Line G to Y and 44 to 66
Date Placed: 10/7/2005 Technician: K. Farrell
Time Batched: 1030 AM Supplier: Rinker
Time Sampled: 11:20 AM Delivery TicketlTruck No.: 92769401
Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 10/8/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
Set Prism Age of Load Sides Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
137 A 7 10/14/2005 37500 3.60x3.50 12.60 2980 Tvpe 2
B 28 11/4/2005 58000 3.40x3.60 12.24 4740 Tvpe 1
C 28 11/4/2005 59500 3.50x3.50 12.25 4860 Tvpe 2
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
-'-'-'~..'--'-'~'- .-
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
Engineering" Consulting.. Testing
October 14, 2005
Mr. Todd Morley - Chief Bldg. Official
City of Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Summary of Special (Threshold) Inspection Services
Residence Inn - Cape Canaveral, Florida
PSI Project No. 761-50044, Report #7, (Progress Report # 4)
Dear Mr. Morley:
Professional Service Industries, Inc (PSI) is performing special inspection services for the Residence Inn
project located in Cape Canaveral, Florida. This report is intended to summarize the status of our
inspection services performed between September 1, 2005 and September 30, 2005.
As construction has progressed within the structure PSI representatives have performed a series of
inspections in accordance with the project's Special Inspection Plan.
As deficiencies are discovered within the course of our inspections and observations, the contractor will
be immediately notified so that corrective action may be performed. Any deficiencies not immediately
corrected are entered into a running "punch-list" of non-conforming items. A current punch-list is attached
for your review. PSI will maintain and update this punch-list as deficiencies are discovered, corrective
actions are taken and re-inspections are performed. As of this date, fifty-six (56) items need to be
addressed.
We trust that this summary of our services during this time period is complete and sufficient for your
needs. If you have any questions, please do not hesitate to call.
Respectfully submitted,
PROFESSIONAL INDUSTRIES, INC.
? c~
~"/
Rod P.E.
Senior Engineer
Construction Services
Florida Registration #27667
Special Inspector Reg. #86
Attach ments: Inspection reports
Punch-list
Xc: A1A Acquisition Group, Roger Dobson
WELBRO Building Corp., Chris Cortellini
R. L. Plowfield & Associates, Chris Scroggins
Powell Design Group, Ron Brown
BB & T, Ron Barley
-"-~-~~",~- --~"""'~~~~""-"""""""""""'-~-
Professional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, Fl 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 9/14/2005 TECHNICIAN: S. Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: top of grade beam
Foundation PLAN LOCATION: Section "B", canopy pedestals
Wall
Column
Floor Slab
Stair
X Other
CRITERIA UTILIZED AS !NSPECTION REFERENCE:
Structural Plans: Sheet(s): 5212 Detail(s): 2 RFI:
PDE RFI:
Dated: 3/23/05 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 1 of 7
----""~""""-,-"'--~"~""'~"~,- ------,,- -- -----~,-,-,--"._,._-- -----
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Engineering e Consulting e Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 9/20/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "C" roof trusses and attachments
Wall
Column
Floor Slab
Stair
X Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): Detail(s): RFI:
Reese Bldg Components RFI:
Dated: 8/11/05 RFI:
Revised: 9/8/05
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & splice locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: See below X
DEFICIENCIES: Several connection plates exist which have separated from chord and/or web members. Truss H 13A, H 14A, H 15A, H 16A and H 17 A
modified to extend cantilever area over balcony beneath (requires approval of engineer). Four J7 trusses modified for fieid condition at ridge area
(J-67). Two J4 trusses are missing at H.3-66.
REINSPECTION REQUIRED: Yes
REMARKS: Various attaching clips not yet placed, nails are missing from holes in various attaching clips (all attaching holes must be utilized in order
to attain design strength), and many nails are found to be uncoated (clips are galvanized).
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 2 of 7
---~~""""-~-~""""""-"-~"'~"~ -~,---~'""-" ^ -~---,-"'-"--^,.,-_._--,-,---,---- -"---
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 9/23/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 1 st to 4th floor
Foundation PLAN LOCATION: Section "C" exterior sheathing at G.9 & 70 - 75, H.9 & 75 - 79, G.9 & 79 - 84, H.9 & 84 - 85,
Wall
Column
Floor Slab
Stair
X Other
CRITERiA UTiliZED AS INSPECTiON REFERENCE:
Structural Plans: Sheet(s): Detail(s): RFI:
RFI:
Dated: 3/23/05 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & splice locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: see below X
DEFICIENCIES: Many fasteners (screws) observed to be missing from sheathing at various locations within above-referenced areas. Also
sheathing was found to extend approximately 8" over CMU at edges or corners with no attachments in extended area. These locations should be
furred or otherwise supported by an approved method and attached to supporting member.
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permiSSion from Professional Service Industries, Inc.
Page 3 of 7
--~"~~-"'--~~- ~~-"~""-~-"-"~ ~ ~ ---.-.--.-,--"'-^'^'^'-..----- ------
Professional Service Industries, Inc, . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304.5561
FL Engineering Business 3684
/Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 9/23/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "cn roof decking (plywood) at S - J & 66 - 85 (excluding E & W ridge areas)
Wall
Column
Floor Slab
Stair
X Other
CRITERIA UTIUZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): $101 Detail{s): RFI:
RFI:
Dated; 3/23105 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & splice locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: X
DEFICIENCIES: Several fasteners (nails, H-c1ips) are missing from plywood roof decking within above-referenced locations.
REINSPECTION REQUIRED:
REMARKS: Areas found to be deficient were painted for ease of remediation and reinspection.
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 4 of 7
~---~-,--"-----"--,-,~,-- -~._-,~ -""-,~,_ ~_"_"'_''''''__,_._..___,,_,~.,, _'~"'~'__~"_'m"___'~_"~____,,,,,_
Professional Service Industries. Inc. " 1748 33rd Street" Orlando, FL 32839" Phone 407/304-5560 " Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 9/2312005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "C" exterior framing (metal studs) at G.9 & 70 - 75, H.9 & 75 - 79, G.9 & 79 - 84,
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5101 Detail(s): RFI:
S402 RFI:
Dated: 3/23105 S501, S502,S503, S504, S505, S506, S507 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & splice locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Top and bottom track found not to be attached as per S505 and S506 (additional fasteners required per S505, detail 2 and S506,
detail 1 ). Please verify embedment depth with engineer. 0.145x1" PAF fasteners being utilized at track attachment locations. Head and sill attachments
are not as per S507, detail 1 and 2 at air handler opening locations.
REINSPECTION REQUIRED:
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 5 of 7
-'~-,."~--~--,-"~-~----,-~-~~"""~ ~~"~-"~,- ~ ..._....__,,_.^_____ _"" _."'''.m.''_'_'_.__._____,____,__" -----------
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 4071304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 912712005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: roof
Foundation PLAN LOCATION: Section "C" roof decking (plywood) at line 66 - 85
Wall
Column
Floor Slab
Stair
X Other
CRITERIA UTiliZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5101 Detail(s): RFI:
S262 RFI:
Dated: 3123105 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & sprice locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensionin9 tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: see below X
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS: Plywood decking within north area of Section "C" was was inspected for compliance with project specifications. Contractor
should verify nails being utilized meet project specification of 8d common (Hitachi 2 114 x 0.099" wire coil round head screw shank
#12210D area being utilized). In areas where H-c1ips were missed in placement, 214" blocking placed beneath plywood at joint and nailed
at 6" OC along each side of joint.
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is perfonmed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 6 of 7
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Engineering" Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, L TO" LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 7
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 9/30/2005 TECHNICIAN: M, Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "C" roof decking (plywood) at line 85 - 99
Wall
Column
Floor Slab
Stair
X Other
CRiTERIA UTiLIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 3101 Detail(s): RFI:
S262 RFI:
Dated: 3/23/05 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing
Proper grade of bars
Proper quantity, spacing, & layout
Proper splice lengths & spllce locations
Proper chairing and concrete cover
Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: X
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS: Plywood decking withinremainder of Section "C" was was inspected for compliance with project specifications, Contractor
should verify nails being utilized meet project specification of 8d common (Hitachi 21/4 x 0,099" wire coil round head screw shank
#122100 area being utilized), In areas where H-c1ips were missed in placement, 2/4" biocking placad beneath plywood at joint and nailed
at 6" OC along each side of joint
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed,
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 7 of 7
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I ITEM I DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED [ ~ DATE
REINSPECTION REINSPECTED
NO. INSPECTED
TOP GRADE BEAM REINFORCING STEEL REMEDlATE PER ADDITIONAL 04-26-05/
001 04-19-05 BARS DO NOT MATCH WITIDN GB-3/GB-7 DIRECTION OF REINFORCING STEEL 04-29-05
TRAt~SITION AREAS @ COL LINE E, R, ENGINEER OF ADDED PER (COMPLETE)
AND P(BOTHENDS OFBLDG) RECORD (RFI #034) REFERENCED RFI
SEVERAL AUGE:RCAST PILES LIE REMEDlATE PER AREAS REFERENCED 04-26-05/
002 04-19-05 OUTSIDE TOLERANCES STATED FOR DIRECTION OF REMEDlA TED PER 05-16-05
ENGINEER OF
LOCATION (#1244,1248,1258,1414) RECORD (RFI #035) REFERENCED RFI (COMPLETE)
REMEDlATE PER AREAS REFERENCED
003 05-02-05 PILE FOUND TO BE MISSING (NO SURVEY DIRECTION OF REMEDlATED n:R 05-16-05
MARKER IN-PLACE) - PILE #1264 ENGINEER OF (COMPLETE)
RECORD (RFI #045) REFERENCED RFI
HOOK BARS DETAILED @ BALCONY
AREAS ARE APPR 5' LONG IN-PLACE, REQUIRES APPROVAL
RATHER THAN 10' IN LENGTH -- SEE
004 06-17-05 RINKER SHOP DRAWINGS, BAR MARK OF ENGINEER OF
MK507 (COL LINE A TO L-88 TO 99- RECORD
AREA C - 2ND FLOOR)
SEVERAL CMU/PILASTER REINFORCING P-l REMOVED TO
STEEL BARS NOT CENTERED WITHIN REQUIRES APPROVAL ELEV 4 COURSES
005 06-22-05 CELLS UPON COMPLETION OF GROUT OF ENGINEER OF ABOVE SLAB AND 06-27-05
PLACEMENT - RESTING ON CMU WEB RECORD REPLACED @ COL
(AREA C - 2ND FLOOR) LINE L-89
ADDITIONAL #4 - 4'
VERTICAL CMU RInNFORCING STEEL BAR PLACED
LOOSEL Y WITHIN
BARS EXHIBIT INSUFFICIENT SPLICE REMEDlATE PER BOTTOM OF CELL IN
006 06-22-05 LENGTH FROM LEVEL BELOW DIRECTION OF AREAS NOTED AS 06-22-05
(RANGE IN-PLACE 11 TO 30"- ENGINEER OF DEFICIENT (<26")
30" MIN REQUIRED AS PER S-101) RECORD
(AREA C - 2ND FLOOR) (COL LINE C TO P-88
TO 99, Q TO U-95 TO 99
---- ONLY)
lRsi1: 1
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEIVIS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I I~~~ I INS~~~~ED I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED l ~ DATE
REINSPECTION REINSPECTED
ADDITIONAL FULL-
VERTICAL P-l REINFORCING STEEL LENGTH #5 BAR
BARS EXHIBIT INSUFFICIENT SPLICE REMEDlATE PER PLACED WITHIN
CELL IN AREAS
007 06-22-05 LENGTH FROM LEVEL BELOW DIRECTION OF NOTED AS DEFICIENT 06-22-05
(RANGE IN-PLACE 27 TO 36" - ENGINEER OF (<35")
36" MIN REQUIRED AS PER S-101) RECORD
(AREA C - 2ND FLOOR) (COL LINE C TO P-88
TO 99, Q TO U-95 TO 99
ONLY)
VERTICAL CMU REINFORCING STEEL
DOWEL NOT PRESENT FROM LEVEL REMEDlATE PER
008 06-22-05 BELOW @ COL LINE E-96.5, E-97.8, E-98 DIRECTION OF
(CELL ADJ TO E-98 POURED SOLID ENGINEER OF
WITH REINFORCEMENT) RECORD
(AREA C - 2ND FLOOR)
IN-PLACE CONDITION
VERTICAL P-1 REINFORCING STEEL ACCEPTABLE@COL
DOWEL (#6 BAR) NOT PRESENT Ii'ROM LINE A-93, B-93
LEVEL BELOW @ COL LINE A-93 & B-93 REMEDlATE PER (AWAITING
(#5 BARS IN PLACE: FROM 1 ST FLOOR), DIRECTION OF CORRESPONDENCE
009 06-22-05 FROM ENGINEER OF 06-27-05
AND Q.1-95 (NO BAR OF ANY SIZE ENGINEER OF RECORD); #6 BAR
PRESENT WITHIN W CELL OF RECORD PLACED INTO 2ND
PILASTER, #6 BAR IN E CELL) FLOOR SLAB @ COL
(AREA C - 2ND FLOOR) LINE Q.1-95 VIA
DRILL/EPOXY
fiiRU 2
...,. e- "
. ~.,. .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I ITEM I DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED I ~ DATE ,
NO. INSPECTED REINSPECTION REINSPECTED
MASONRY GROUT PLACED IN SINGLE
FULL-HEIGHT LIFT (8'-8"), AND GROUT
WAS VIBRATlW ONLY ONCE
FOLLOWING INITIAL PLACEMENT REQUIRES APPROVAL
010 06-22-05 (REFERENCE ACI 530.1-02, PART 3.5- OF ENGINEER OF
RECONSOLIDATION OF GROUT RECORD
REQUIRED AFTER INITIAL WATER LOSS
AND SETTLEMENT HAS OCCURRED)
(AREA C - 2ND FLOOR)
ADDITIONAL "B"
P-l PILASTER MISPLACED APPR 24" TO REMEDIATE PER BARS WITHIN 2ND
THE NORTH OF PLAN POSITION DIRECTION OF FLOOR SLAB
011 06-23-05 EXTENDED TO 06-27-05
(ORIGINAL LOCATION COL LINE E-7) ENGINEER OF DEVELOP INTO
(AREA A-I ST FLOOR) RECORD CURRENT P-l
POSITION
PILASTER DESIGNATION @ COL LINE #6 BARS PLACED
Q-77 & M-77 CHANGES FROM P-l ON 1ST REMEDIATE PER INTO 2ND FLOOR SLAB
012 06-23-05 FLOOR TO P-2 DESIGNATION ON DIRECTION OF VIA DRILLIEPOXY 06-27-05
2ND FLOOR (BARS IN-PLACE FROM 1 ST ENGINEER OF WITHIN MISSING P-2
FLOOR ARE 2-#5 IN EACH LOCATION, RECORD REINFORCEMENT
RATHER THAN 4-#6) (AREA C - 2ND FLR) AREAS
PILASTER VERTICAL REINFORCING
STEEL WITHIN P-l @ COL LINE N.I-89 REQUIRES APPRO V AL
013 06-24-05 CONSISTS OF 2-#5 BARS OF ENGINEER OF
(RATHER THAN 2-#6 BARS) RECORD
(AREA C - 1 ST & 2ND FLOOR)
ADDITIONAL HORIZONTAL
REINFORCEMENT NOT BEING PLACED REQUIRES APPROVAL
014 06-24-05 ABOVE AND BELOW CMU OPENINGS AS OF ENGINEER OF
PER PROJECT SPECIFICATIONS RECORD
SECTION 04220, PART 3.03.C
Ipji~ 3
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
! ITEM I DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED f- ~ DATE
REINSPECTION REINSPECTED
NO. INSPECTED
LOCATION OF P-l PILASTER REMEDlA TE PER 2-#6 BARS INSTALLED
015 06-25-05 MISPLACED FROM PLAN LOCATION DIRECTION OF INTO FOUNDATION @ 06-25-05
(APPR 8" S @ COL LINE A-10 & B-I0) ENGINEER OF L.5-39 (NOW CIP COL
(APPR 16" W ~ COL LINE L.5-39 & L.5-41) RECORD @ PLAN LOCATION)
#5 BARS PRESENT F'ROM LEVEL BELOW FULL-LENGTH #5 BAR
IN P-l PILASTER LOCATIONS (#6 BARS REQUIRES APPROVAL PLACED ALONG
WITH #6 BAR ABOVE
016 06-25-05 DETAILED) @ COL LINE Q.1-86, N-85, N-82, OF ENGINEER OF 2ND FLOOR SLAB 06-27-05
P-82, N-73, P-73, N.2-13.8, Q.I-16, R.6-7 RECORD ELEV ATION
(2ND FLOOR) (AREA CONLY)
1-#5 BAR ONLY PID:SENT FROM LEVEL REMEDlATE PER #6 BARS INSTALLED
BELOW @ P-l PILASTER LOCATIONS DIRECTION OF VIA DlULLIEPOXY
017 06-25-05 INTO FLOOR SLAB IN 07-06-05
(2-#6 BARS DETAILED) ENGINEER OF BOTH REFERENCED
@COLLINE N-39, Q.I-8 (2ND FLOOR) RECORD LOCATIONS
NO CLEAR COVER TO REINFORCING REQUIRES APPROVAL
018 06-25-05 STEEL BANDS WITHIN CIP COLUMN (C-4) OF ENGINEER OF
@ LINE S-26 (SW CORNER) & S-28 (NE RECORD
CORNER) (1 ST FLOOR)
STD HOOK BARS HAVE NOT BEEN MK412 BARS PLACED
DETAILED IN SHOP DRAWINGS WITHIN REQUIRES APPROVAL WITHIN 2ND FLOOR
019 06-27-05 SLAB EDGE @ TWO SIDES OF ELEVATOR OF ENGINEER OF SLAB @ 18" OC 06-27-05
AREAS, AS WELL AS CB-I, CB-3, CB-4 RECORD ALONG REVERSE
(PARTIAL), CB-5, AND CB-6 (PARTIAL) SIDE OF ELEVATOR
CONCRETE BEAM AREAS (AREA A)
COI" CUT FROM BASE
TS COLUMN @LINE F-95 APPR 4" OUT- REQUIRES APPROVAL PLATE AND REPOSI-
020 06-27-05 OF-PLUMB (LEANING TO WEST) OF ENGINEER OF TIONED UTILIZING 08-17-05
(1 ST FLOOR) RECORD 'I." ANGLE AS
SUPPORT ON 3 SIDES
IMPROPER ELECTRODES BEING USED REQUIRES APPROVAL E70I8 ELECTRODES
021 06-27-05 TO WELD TS COLUMNS TOGETHER (6011 OF ENGINEER OF USED TO WELD TS 07-28-05
BEING UTILIZED,E70XX SERIES RECORD COLUMNS WITHIN
SPECIFIED - SEE SHEET S-IO]) AREA A, 3RD FLOOR
fiiBl 4
1t!..,1I ,:
REPORT OF NON-COMPLIANCE (PUNCHl.JST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I I~~~ I INS~~~~ED I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED I~ ~ DATE
REINSPECTION REINSPECTED
MANY CMU CELLS NOT COMPLETELY
FILLED WITH MASONRY GROUT:
COL LINE B-13,H-3,N.9-4,N.9-5,Q.I-8,R-13.1, REMEDIATE PER
Q.9-16, T -12, T.5-12,U-12,U.5-12,H.5-22,J-22, DIRECTION OF
022 07-05-05 K-22,P .1-22,Q-26,HA-40,S.2-40.8,N-67 ,HA-67, ENGINEER OF
HA-68,P-68,S- 77 ,R.2-89,J -88,F -96.5,A.8-89, RECORD
A-96 (1 ST FLOOR); Al'\'D
COL LINE AJ-98,G-92,U-97.3,R.5-82,R.8-82,
S.5-82,T-82,K-77,N-67 (2ND FLOOR)
MANY CMU WALLS REINFORCED @ REQUIRES APPROVAL
023 07-05-05 48" OC, RATHER THAN 32" OC AS PER OF ENGINEER OF
S-212, DETAIL 3 (W-l DESIGNATION FOR RECORD
INTERIOR 1 ST FLOOR AREAS) (AREA C)
TYPICAL CMU SILL REINFORCEMENT REQUIRES APPROVAL
024 07-05-05 (2-#5 BARS) NOT PLACED BENEATH AIR OF ENGINEER OF
HANDLER OPENINGS IN ANY LOCATION RECORD
CIP COLUMN @LlNES.2-84APPR2" OUT- REQUIRES APPROVAL
025 07-06-05 OF-PLUMB (LEANING TO NORTH) OF ENGINEER OF
(1 ST FLOOR) RECORD
CIP COLUMN APPR 1" OUT-OF-PLUMB@
LINE S.2-28 (LEANING TO NORTH),
S.2-33 (LEANING TO SOUTH), REQUIRES APPROVAL
026 07-08-05 S.2-70 (LEANING TO NORTH); OF ENGINEER OF
APPR 1.25" OUT-OF-PLUMB@ RECORD
LINE S.2-37 (LEANING TO NORTH)
(1 ST FLOOR)
KO-l BOND BEAM REINFORCING STEEL REQUIRES APPRO V AL
027 07-11-05 NOT PRESENT @ COL LINE A TO C-89, OF ENGINEER OF
C-88 TO 89, U-96.2 TO 99 RECORD
(3RD FLOOR SLAB EI~EV ATION)
ADDITIONAL "A" BARS NOT PRESENT REQUIRES APPROVAL
028 07-11-05 WITHIN FLOOR SLAB @ OF ENGINEER OF
COL LINE N TO Q-96 (3RD FLOOR) RECORD
fiiBl 5
.. ......~."
.... tt:..."II,:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I I~~~ I INS~~~~ED I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED I ~ DATE
REINSPECTION ro:INSPECTED
BANDS PLACED @ 6" OC TYPICAL REQUIRES APPROVAL
029 07-11-05 WITHIN CB-2 BEAMS @ COL LINE: S.2-68 OF ENGINEER OF
TO 70, U.I-94 TO 96.2, RATHER THAN AS RECORD
PER S-301, DETAIL 2 (3RD FLOOR)
CIP COLUMN @ LINE S.2-19 OFFSET APPR REQUIRES APPRO V AL
030 07-13-05 2" S OF PLAN LOCATION OF ENGINEER OF
(1ST AND 2ND FLOOR~ RECORD
SEVERAL CMU WALLS ON 2 D FLOOR
OFFSET FROM 1 ST FLOOR LOCATIONS
(APPR OFFSET AND DIRECTION LISTED):
COL LINE 1'-31 (1.625" TO NORTH),
COL LINE 1'-22 (0.875" TO NORTH),
COL LINE F-2 (0.625" TO EAST), REQUIRES APPROVAL
031 07-14-05 COL LINE H-l (0.625" TO EAST), OF ENGINEER OF
COL LINE L-2 (0.75" TO EAST), RECORD
COL LINE V -90 (0.50" TO NORTH),
COL LINE 1'-82 (0.625 TO SOUTH),
COL LINE 1'-73 (1.0" TO SOUTH),
COL LINE G.8-82 (0.50" TO NORTH),
COL LINE H-99 (1.0" TO WEST),
COL LINE U-35 (1.125" TO SOUTH)
END OF CB-l BEAM @ COL LINE L.5-68
NOT BEARING ON CMU/P-l PILASTER REQUIRES APPRO V AL
032 07-27-05 (CMU PLACED FULL-HEIGHT) OF ENGINEER OF
2 #5xl0' BARS PLACED (5' IN BEAM,S' IN RECORD
SLAB) TO PROVIDE DEVELOPMENT
BOTTOM REINFORCING STEEL PLACED
@ 12" OC WITHIN COL LINE R TO U-90 TO REQUIRES APPROVAL
033 07-27-05 96, R TO U-96 TO 98 (DETAILED @ 10" OC OF ENGINEER OF
WITHIN THESE AREAS) RECORD
(AREA C - 4TH FLOOR)
mii' 6
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I I~~~ I INS~~~~ED I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED 1_ REINSPECTION I REI~~i~TED I
BOTTOM REINFORCING STE.EL
PLACED @ 10" OC WITHIN REQUIRES APPROVAL
034 07-27-05 COL LINE M TO Q-82 TO 86 OF ENGINEER OF
(DETAILED @ 9" OC WITHIN THIS AREA) RECORD
(AREA C - 4TH FLOOR)
CB-6 BEAM CONTAINS NO BANDS @ 3"
OC @ N END (COL LINE N-85)
7 BANDS @ 6" OC AND MID-BEAM BANDS REQUIRES APPROVAL
035 07-27-05 @ 12" OC IN-PLACE (S END OF Bl~AM OF ENGINEER OF
CONSTRUCTED AS PER PROJECT RECORD
DOCUMENTS)
(AREA C - 4TH FLOOR)
5000 PSI CONCRETE (MIX CODE 1156016)
PLACED WITHIN CMU CELLS @ COL REQUIRES APPROVAL
036 07-27-05 LINE H.5-66 TO 68, H.5 TO S.2-66, OF ENGINEER OF
N-66 TO 68 DURING PLACEMENT OF RECORD
FLOOR SLAB (AREA C - 3RD FLOOR)
PRECAST LINTEL @COLLINER.2-16 2 #6 REINFORCING
BARS PLACED INTO
FOUND TO BE CRACKED ON BOTTOM REQUIRES APPROVAL LINTEL FOR
037 07-28-05 (CENTER, EAST TO WEST END) AND SIDE OF ENGINEER OF ADDITIONAL 07-28-05
(NE CORNER, TOP, APPR 24" IN LENGTH) RECORD STRENGTH (RATHER
(AREA A, 3RD FLOOR) THAN #5 BARS)
2 #5 BARS SUBSTITUED FOR 1 #6 BAR REQUIRES APPROVAL
WITHIN EACH CELL IN P-l LOCATIONS
038 07-28-05 @ COL LINE R.6-7, Q.1-8, N.3-13.5 OF ENGINEER OF
(AREA A. 3RJ) FLOOR) RECORD
D1 7
It!. 'IIiillI JI .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I I~~~ I-1NS~~~~ED I DESCRIPTION OF DEFICIENCY IACTION REQUIRED 1- REINSPECTION =1 REI~~i~TED I
CMU DOWN CELLS FOUND TO NOT BE
COMPLETELY FILLED WITH GROUT
WITHIN AREA C: COL LINE Q.1-93,F- REMEDIATE PER
039 08-08-05 96.9,A-91,H.2-79 (1 ST FLOOR); DIRECTION OF
COL LINE B-89.2,J-82 (2ND FLOOR); ENGINEER OF
COL LINE E-97.5,B.8-.98,B-89.2,L.9-85,J-85, RECORD
H.2-84,H -84,J-68,N -67 ,H.4-66.5,H.4-67 .5,
N-66.2,P-66,S.1-66 (3RD FLOOR)
VERTICAL #6 REINFORCING BARS NOT
PRESENT WITHIN P-1 LOCATION @ COL REQUIRES APPROVAL
LINE L.5-66 (3RD FIJOOR), 1 #5 BAR
040 08-08-05 PLACED INTO 4TH FLOOR SLAB (WITHIN OF ENGINEER OF
EAST HALF OF P-l LOCATION) AS RECORD
EXTENSION/SPLICE FOR LEVEL ABOVE
HORIZONTAL REINJi'ORCING BARS NOT REMEDIATE PER
041 08-08-05 PRESENT WITHIN SILL AREA OF CMU DIRECTION OF
OPENING @ COL LINE H.4-67 (2ND FLOOR) ENGINEER OF
AND H.4-40 (3RD FLOOR) RECORD
CONCRETE NOT YET PLACED WITHIN
SILL AREAS (CMU) @COLLINE H.4-67, REQUIRES APPROVAL
042 08-08-05 N.5-66 (3RD FLOOR), N..I-66 (4TH FLOOR), AS OF ENGINEER OF
WELL AS ALL AIR HANDLER OPENING RECORD
AREAS
IMPROPER GROUT MIX REQUIRES APPROVAL
043 08-11-05 (1289966 - 4000 ACGRT) OF ENGINEER OF
PLACED WITHIN CMU DOWN CELLS @ RECORD
COL LINE C-8 TO 13.7 (4TH FLOOR)
#5x5' STRAIGHT BAR
ADDITIONAL REINFORCING BARS NOT llLACED @ 24" OC
REQUIRES APPROVAL WITHIN AREA A
044 08-16-05 PLACED WITHIN ROOF SLAB OF ENGINEER OF ONLY (AS PER 08-17-05
(AREA A OR AREA C) RECORD CONVERSATION
AS PER SHEET S251, S252 - NOTE 14 WITH ENGINEER OF
RECORD)
tg, 8
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I ITEM ~ DATE [ DESCRIPTION OF DEFICIENCY I ACTION REQUIRED 1= REINSPECTION [; DATE
NO. INSPECTED REINSPECTED
CMU DOWN CELLS I<'OUND TO NOT BE REMEDIATE PER
COMPLETEL Y FILLED WITH GROUT DIRECTION OF
045 08-16-05 WITHIN AREAC: ENGINEER OF
COL LINE F-96.6, H.9-82, H.7-75, M.7-73, L.5- RECORD
66, N-66 (4TH FLOOR)
MASONRY GROUT NOT CONSOLIDATED
DURING PLACEMENT INTO CMU:
08-12-05/ COL LINE G TO V-I TO 16,J TO N-17, REQUIRES APPROVAL
046 08-15-05/ P TO 1'-22 (4TH FLOOR); OF ENGINEER OF
08-16-05/ COL LINE A.3 TO N-22, H.3 TO 1'-26 TO 41 RECORD
08-23-05 (4TH FLOOR);
ELEVATOR C (ROOF);
ELEVATOR A (ROOF)
CONCRETE PLACED WITHIN ROOF SLAB REQUIRES APPROVAL
047 08-23-05 OF ELEVATOR C WAS NOT VIBRATED OR OF ENGINEER OF
FINISHED (TROWEL/FLOAT) RECORD
INSUFFICIENT SPACING OF CMU FILLED REQUIRES APPROVAL
CELLS IN SEVERAL LOCATIONS WITHIN
048 08-23-05 AREA A-I ST FLOOR (32" OC REQUIRED OF ENGINEER OF
em INTERIOR, 24" OC @ EXTERIOR) RECORD
NO CLEAR COVER TO BOTTOM GRADE REQUIRES APPROVAL
049 08-25-05 BEAM STEEL @ COL LINE U.5-50, U.S-56, OF ENGINEER OF
V.9-56 (AREA B) RECORD
INSUFFICIENT CLEAR COVER TO
BOTTOM GRADE BEAM STEEL @ COL REQUIRES APPROVAL
050 08-25-05 LINE X-66 - AREA B (I" IN-PLACE), OF ENGINEER OF
SEVERAL LOCATIONS EXHIBIT 2" RECORD
(3" REQUIRED TO SOIL)
ADDITIONAL REINFORCING
STEEL/KEYWAY NOT PLACED WITHIN REQUIRES APPRO V AL
051 08-25-05 GRADE BEAM @ COL LINE S.7-41, U-66- OF ENGINEER OF
AREA B (CONSTRUCTION JOINTS) RECORD
AS PER S104, DETAIL 2
teil 9
..~. "
...~"'>,:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESID.ENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I ITEM I DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED L ,. ~ DATE
NO. INSPECTED REINSPECTION REINSPECTED
.-
PILE PROJECTION INTO GRADE BEAMS
(COL LINE S.7 TO U-41, U TO Z-41 TO 66- REQUIRES APPRO V AL
052 08-25-05 AREA B) WAS FOUND TO RANGE :FROM 0- OF ENGINEER OF
3" IN-PLACE (4" MIN REQUIRED AS PER RECORD
S102)
PILE TOPS NOT SUFFICIENTLY/ REQUIRES APPROVAL
COMPLETELY CLEANED OF DEBRIS
053 08-Z5-05 WITHIN GRADE BEAM AREAS COL LINE OF ENGINEER OF
S.7 TO U-41, U TO Z,...41 TO 66 - AREA B RECORD
ELEVATION OF GRADE BEAMS WITHIN
COL LINE U.5 TO Z-50, Z-50 TO 56, REQUIRES APPROVAL
054 08-Z5-05 U.5 TO Z-56, X-50 TO 56 (AREA B) WAS OF ENGINEER OF
LOWERED 16" DUE TO CONFLICT WITH RECORD
ELEVATION OF PAVEMENT AREAS
CMU CELLS NOT COMPLETELY FILLED REMEDIATE PER
055 08...Z3-05/ W/GROUT: COL LINE P-5, P-4.5, T-1Z, U-12, DIRECTION OF
08-29-05 U.5-12, V-Z6, B-ll.9, L-Z.5, U-4 (ZND FLOOR) ENGINEER OF
RECORD
HORIZONTAL SILL REINFORCEMENT REMEDIATE PER
NOT EXTENDED INTO JAMB CELL @ COL DIRECTION OF
056 08-Z9-05 LINE H.3-39.5 (3RD FLOOR), ENGINEER OF
(ALSO,INSUFFICIENT SPLICE LENGTH OF RECORD
HORIZONTAL REINFORCEMENT)
CMU CELLS NOT COMPLETELY FILLED
W/GROUT: COL LIN]i~ H.3-40.5, B-12.9, B-12, REMEDIATE PER
A.8-13, A-10, F-5, F-5.5, F-3, L-5, R.2-12 DIRECTION Ol<~
057 08-30-05 (3RD FLOOR); ENGINEER OF
COL LINE L-39, N.3-10, J-13, B.5-13, A-ll, RECORD
A-IO.5, A-10, A.8-13, R.5-Z6, S-35
(4TH FLOOR)
HORIZONTAL REINFORCEMENT NOT REQUIRES APPRO V AL
058 08-30-05 PRESENT WITHIN SILL AREA @ OF ENGINEER OF
COL LINE A.5-13 (ZND FLOOR) RECORD
lrJ.si~ 10
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
I ITEM I DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED [REINSPECTION I REI~~i~TED
NO. INSPECTED
CMU REMAINS UNFILLED WITH REMEDIATE PER
059 08-30-05 GROUT WITHIN SILL AREAS DIRECTION OF
@COLLINEA.5-13 (3RD FLOOR); ENGINEER OF
AND N.5-41, H.3..40 (4TH FLOOR) RECORD
INSUFFICIENT EMBEDMENT OF ANCHOR
BOLTS WITHIN CONCRETE GRADE
BEAMS @ COL LINE: REQUIRES APPROVAL
060 08-30-05 X-58 (NE-8. 75,SE-8. 75,NW-8. 75,SW -8.5"); OF ENGINEER OF
X-61 (NE-7.75,SE-7.75,NW-8.25,SW-8"); RECORD
X-64 (NE-7,SE-7,NW-7,SW-7.5");
X-66 (NE-8,SE-7 ,NW - 7 .5,SW -7 .5");
G-44.6 (NE-7.5,SE-7.5,NW-7.75,SW-8")
#5 VERTICAL CMU REINFORCING BARS
PLACED LOOSE WITHIN CMU, RATHER REQUIRES APPROVAL
061 08-31-05 THAN ANCHORED INTO GRADE BE:AM @ OF ENGINEER OF
COL LINE V-44.8, R.3-41, 1'.5-41, U.5-49, RECORD
H-61, G-45.2
(TO REMEDIATE INSUFF. SPACING)
#4 SLAB DOWELS (20" SPLICE) WERE
STRAIGHTENED AND ARRANGED
WITHIN CMU @ REQUIRES APPRO V AL
062 08-31-05 COL LINE G-52 TO 53, V -44 TO 45 OF ENGINEER OF
(#5 BARS SPECIFIED @ 24" OC) RECORD
#5 BAR PLACED LOOSE ALONGSIDE #4
BAR IN EACH LOCATION
(AREA B - GROUND ELEVATION)
SEVERAL CONNECTION PLATES EXIST })ROVIDE REMEDIAL
063 09-20-05 WHICH HAVE SEP ARA TED FROM CHORD GUSSET AS PER
AND/OR WEB ME:MBERS WITHIN ENGINEER OF
ROOF TRUSSES (AREA C) RECORD
fliil 11
RE)>ORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF RE]>ORT: 09-30-05
I ITEM I DATE I DESCRIPTION OF DEFICIENCY , ACTION REQUIRED ,- REINSPECTION ~:I~~i~TED
NO. INSPECTED
TRUSS H13A, HI4A, HI5A, HI6A, H17A REMEDIATE PER
WERE FIELD-MODIFIED TO EXTEND CORRESPONDENCE
064 09-20-05 CANTILEVER AREA OVER BALCONY FROM ENGINEER OF
BENEATH - APPEAR TO HAVE BEEN RECORD DATED
SHOP-FABRICATED AS H13, H14, H15, 08-29-05
H16, HI7 (AREA C)
FOUR J7 TRUSSES FIELD-MODIFIED FOR REQUIRES APPROVAL
065 09-20-05 FIELD CONDITION @ RIDGE AREA OF ENGINEER OF
(COL LINE J-67, AREA C) RECORD
TWO J4 TRUSSES MISSING @ REQUIRES APPRO V AL TRUSSES NOW
066 09-20-05 OF ENGINEER OF 09-26-05
COL LINE H.3-66 (AREA C) RECORD IN-PLACE
INTERIOR END OF TRUSS H13A, HI4A,
HI5A, HI6A, HI7A, H18, H19, H20 F'ALL
APPR 1-1.5" SHORT OF SIDE OF WOOD REQUIRES APPROVAL
067 09-20-05 BEARING PLATES (2x4x36" PLACED OF ENGINEER OF
VERTICALL Y AT BOTTOM/END WEB OF RECORD
EACH TRUSS TO ALLOW PLACEMENT OF
H2.5 CLIP - BOARD _NAILED (iiJ 4-6" OC)
MANY FASTENERS OBSERVED TO BE INSTALL FASTENERS;
MISSING FROM EXTERIOR SHEATHING SUPPORT AND
068 09-23-05 (DENSGLASS); OTHER AREAS FOUND TO ATTACH EXTENDED
EXTEND OVER CMU APPR 8" WITH NO AREAS VIA
ATTACHMENT (AREA C) APPROVED METHOD
NUMEROUS FASTENERS MISSING FROM
069 09-23-05 EXTERIOR FRAMING INSTALL MISSING
(TOP AND BOTTOM TRACK LOCATIONS FASTENERS
NOTED WITHIN AREA C)
SEVERAL FASTENERS (NAILS, H-CLIPS) INSTALL MISSING ALL FASTENERS 09-30-05
070 09-23-05 MISSING FROM PLYWOOD ROOF FASTENERS NOTED AS MISSING I (COMPLETE)
DECKING (AREA C) HAVE BEEN PLACED
111:11( 12
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 09-30-05
l1~ DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED [ REINSPECTION =C;IN~~~~TED
NO. INSPECTED
LIGHT GAUGE METAL FRAMING WITHIN
HEAD AND SILL LOCATIONS OF REMEDIATE ALL
071 09-27-05 EXTERIOR WINDOWS WITHIN ALL DEFICIENT AREAS
LEVELS OF AREA C WAS CONSTRUCTED ENCOUNTERED
AS PER HI DETAIL (H2 DETAIL
SPECIFIED AS PER S506, DETAIL 4)
NUMEROUS LOCATIONS WITHIN
EXTERIOR LIGHT GAUGE METAL REMEDIATE AS PER
072 09-27-05 FRAMING (AREA C -- VARIOUS LEVELS) DIRECTION OF
WERE FOUND TO EXTEND MORE THAN ENGINEER OF
I" PAST EDGE OF CONCRETE SLAB (I" RECORD
MAX EXTENSION AS PER S505, DETAIL 6)
NUMEROUS LIGHT GAUGE METAL
TRACK LOCATIONS WITHIN ARl~A C REMEDIATE ALL
073 09-27-05 (ALL LEVELS) WERE FOUND TO NOT BE DEFICIENT AREAS
FASTENED TO CONCRETE SLAB AS PER ENCOUNTERED
S505, DETAIL 2, 4, 5
PAF FASTENERS UTILIZED IN JAMB
STUD CLlP-TO-CONCRETE SLAB
LOCATIONS (AREA C - ALL LOCATIONS) REQUIRES APPRO V AL
074 09-27-05 ARE 0.I45x1.25" PINS, O:FENGINEER OF
RATHER THAN 0.177x1.25" PINS RECORD
(REF S507, DETAIL 4, 5)
TYPICALLY, 3 TO 5 FASTENERS
FOUND IN-PLACE
NAILS TYPICALLY UTILIZED FOR
ATTACHMENT OF PLYWOOD ROOF
I DECKING ARE HITACHI 2 % x 0.099" WIRE REQUIRES APPROVAL
075 09-30-05 COIL ROUND HEAD SCREW SHANK OF ENGINEER OF
(#12210D) OR 8d COOLER- RECORD
8d COMMON ARE SPECIFIED
(NAILS SPACED @4-6" OC IN-PLACE)
filB} 13
It!"". .
,.
Engineering" Consulting" Testing September 26, 2005
Mr. Todd Morley - Chief Bldg. Official
City of Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Summary of Special (Threshold) Inspection Services
Residence Inn - Cape Canaveral, Florida
PSI Project No. 761-50044, Report #6, (Progress Report # 3)
Dear Mr. Morley:
Professional Service Industries, Inc (PSI) is performing special inspection services for the Residence Inn
project located in Cape Canaveral, Florida. This report is intended to summarize the status of our
inspection services performed between August 1, 2005 and August 31,2005.
As construction has progressed within the structure PSI representatives have performed a series of
inspections in accordance with the project's Special Inspection Plan.
As deficiencies are discovered within the course of our inspections and observations, the contractor will
be immediately notified so that corrective action may be performed. Any deficiencies not immediately
corrected are entered into a running "punch-list" of non-conforming items. A current punch-list is attached
for your review. PSI will maintain and update this punch-list as deficiencies are discovered, corrective
actions are taken and re-inspections are performed. As of this date, fifty-one (51) items need to be
addressed.
We trust that this summary' of our services during this time period is complete and sufficient for your
needs. If you have any questions, please do not hesitate to call.
Respectfully submitted,
PROFESSIONAL SERVICE IlYDUSTRIES, INC.
<7 .<y. __~, .?/
....~ { ;:;ze;/ /'
/' ~< .' L/""c,*_w,," "
72
Rod Fruland,
Senior Engineer
Constructioil Services
Florida Registration #27667
Special inspector Reg. #85
Attachments: Inspection reports
Punch-list
Xc: A 1 A Acquisition Group, Roger Dobson
WELBRO Building Corp., Chris Cortellini
R. L. Plowfield & Associates, Chris Scroggins
Powell Design Group, Ron Brown
BB & T, Ron Barley
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Altn: Roger Dobson
DATE: 8/1/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Area A. CMU walls (including pilasters) line H.3 to U and 13 to 41
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawings S-231, S-301 n/a,3 RFI:
Dated: 1/12/05 S-302 RFI:
Revised: 3/23/05
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice iocations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permisSion from Professional Service Industries, Inc.
Page 1 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/3/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 4th floor
Foundation PLAN LOCATION: Area A floor slab
Wall
Column
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): $-101, $-241 Detail(s): RFI:
structural drawinqs RFI:
Dated: 1/12/05 S-302, S-303 9, 10; 4,5,6,7,8,9, 10, 12 RFI:
Revised: 3/23/05 S-304 1A, 8,11
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 2 of 18
Professional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1AAcquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/4/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 4th floor
Foundation PLAN LOCATION: Area C, CMU walls (including pilasters) at line A to J and 88 to 99
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 8-101,8-212 Detail(s): RFI:
structural drawings S-242, S-301 RFI:
Dated: 1/12/05 RFI:
Revised: 3/23/05
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 3 of 18
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Altn: Roger Dobson
DATE: 8/4/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 4th floor
Foundation PLAN LOCATION: Area C columns, line S.1-68, 5.2-70, 5.2-75, 5.1-77, 5.2-79, 5.2-84, 5.1-86, U.1-94, U-96
Wall
X Column
Floor Slab
5tair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5-101 Detail(s): RFI:
structural drawinQs 5-212 RFI:
Dated: 1/12/05 RFI:
Revised: 3/23/05
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice iocations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 4 of 18
Professional Service Industries. Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Altn: Roger Dobson
DATE: 8/5/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 4th floor
- Foundation PLAN LOCATION: Area C CMU walls
X Wall
Column ~- ~
- Floor Slab
Stair = ~
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
~trUctural Plans: ~heet(s): S-101, S-212 ..Qetail( s ): RF/:
structural drawinQs S-242, S-301 - n/a.3 - BFI:
Dated: 1/12/05 - S-302 - 1,3,5 - BFI:
Revised: 3/23/05
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X -
X - Proper grade of bars X
- -
- X Proper quantity, spacing, & layout X -
- X Proper splice lengths & splice locations - X -
- X Proper chairing and concrete cover - X - -
X Proper securement af reinforcing - X - -
- Proper layout of post tensioning cables - -
- Proper drape of post tensioning tendons - ~
- Proper sheathing and anchor reinforcing - -
_. - Concrete strength verified - -
- Concrete consolidated during placement - -
- Other: - -
DEFICIENCIES:
- ~
REINSPECTION REQUIRED: No
REMARKS:
~ =
=
NOTES: Contractor is respcnsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reprOduced, except in full, without written permission from Professional Service Industries, Inc.
Page 5 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560, F"y A()7/'OA' ~~~.
Build On
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, lTD., llP PROJECT: Residence Inn - Cape Canaveral, Fl
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, Fl32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/8/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 4th floor
Foundation ~LAN LOCATION: Area C CMU walls
Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detai/(s): RFI:
structural drawings S-242, S-301 nla, 3 RFI:
Dated: 1/12/05 S-302 1,3,5 RFI:
Revised: 3/23/05
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: #6 bars found to be missing from level below at P-1 location (L5-66). One #5 bar was placed into 4th floor slab via drill/epoxy
east half of P-1 location
:
REINSPECTION REQUIRED: Yes
REMARKS:
-
=
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 6 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando. Fl 32839. Phone 407/304-5560. Fax 407/304-5561
On
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1AAcquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/10/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ElEMENT ELEVATION: roof
Foundation PLAN LOCATION: Area C roof slab =
Wall
Column =
X Slab
Stair ~
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-252 Detail(s): RFI:
structural drawinQs S-301 1,2 RFI:
Dated: 1/12/05 S-303 4,5,6, 7, 8, 10, 12 RFI:
Revised: 3-23-05 S-304 1,5,6
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout v
^
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables -
Proper drape of post tensioning tendons -
Proper sheathing and anchor reinforcing -
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
= ~ =
~
REINSPECTION REQUIRED: No
REMARKS:
: ~
~
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permiSSion from Professional Service Industries, Inc.
Page 7 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn Cape Canaverai, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
STRUCTURAL ELEMENT ELEVATION: 4th floor
Foundation PLAN LOCATION: Area A columns, U-7, U.1-9. S.1-16, S.2-19, S2-24, S.1-26, 8.2-28, S.2-33, S.1-35, S.2-37
Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Oetai/(s): RFI:
structural drawinQs RFI:
Dated: 1/12/05 RFI
Revised: 3/23/05
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
No
REMARKS: Excessive water was added to concrete placed within above-referenced column area (25 gallons added to 4 yards). Samples
were taken fOllowinQ addition of water.
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 8 of 18
Professional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 407/304-5561
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn; Roger Dobson
DATE: 8/11/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION; 4th floor
Foundation PLAN LOCATION; Area A CMU walls
Wall
Column
Fioor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans; Sheet(s); S-101, S-212 Detail(s); RFI;
structural drawinQS S-241, S-301 n/a, 3 RFI;
Dated; 1/12/05 S-302 1,3,5 RFI;
Revised; 3/23/05
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
Proper sizing X
Proper grade of bars X
Proper quantity, spacing, & layout X
Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other;
DEFICIENCIES:
REINSPECTION REQUIRED: Approval from EaR
REMARKS: Improper grout mix (1289966-4000 ACGRT) placed within CMU wall at line C and 8 to 13.7. Samples were taken from improper
mix. Pro er mix 1162918 - 3000 CMG was laced within remainder of above-referenced area.
NOTES; Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 9 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8i12i2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Area A CMU walls (including pilasters) at line G to V and 1 to 16, J to Nand 17, P to T and 22
Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawings S-241 , S-301 nla, 3 RFI:
Dated: 1i12/05 S-302 RFI:
Revised: 3/23105
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper Chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: Approval of EOR
REMARKS: Vibrator stopped functioning at approx. 75% completion of grout placement Reinforcing bars were then shaken to promote
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permiSSion from Professional Service Industries, Inc.
Page 10 of 18
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407i304-5561
.
Engineering .. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: AlA Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/15/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Area A CMU walls at A.3 to Nand 22, H.3 to T and 26 to 41
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5-101,5-212 Detail(s): RFI:
structural drawinqs 5-241, S-301 n/a, 3 RFI:
Dated: 1/12/05 RFI:
Revised: 3/23/05
CONDITIONS f CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Grout not consolidated via vibrator (minimally puddled). One #5 horizontal bar only placed within sill area beneath CMU opening
at line H.3-40 (bar does not extend into both jambs).
REINSPECTION REQUIRED: Approval of EaR
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permiSSion from Professional Service Industries, Inc.
Page 11 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Area C elevator CMU walls
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: 8heet(s): 8-101,8-212 Detail(s): RFI:
structural drawings 8-252, 8-301 n/a, 3 RFI:
Dated: 1/12/05 8-302 1,3,5 RFI:
Revised: 3/23/05
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Grout not consolidated via vibrator (minimally puddled).
REINSPECTION REQUIRED: Approval of EaR
REMARKS:
NOTE8: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 12 of 18
----"""--------- _"~__~~e_____'___~_________,_,_____,_,___,_,_,~"""___,~"______~____""~_
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
/Engineering. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/17/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Area A roof slab
Wall
Column
X Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-251 Detaii(s): RFI:
structural drawings S-301 RFI:
Dated: 1/12/05 4,5,6,7,8,10,12 RFI:
Revised: 3/23/05 S-304 1,5,6
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Additional bars not placed within above-referenced slab area as per sheet S251 note 14. #5x5' straight bars placed at 24" OC as per
conversation with engineer of record. CB-1 concrete beams located at column line M-13.6 and N-15 were formed as 8x18" beams, rather than 8x16"
(reference S-301 detail 2).
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 13 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 4071304-5560 . Fax 4071304-5561
Engineering.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/23/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Area A elevator CMU walls
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawings S-251 , S-301 RFI:
Dated: 1/12/05 RFI:
Revised: 3/23/05
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper spiice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: consolidation X
DEFICIENCIES: Grout not consolidated via vibrator (minimally puddled).
REINSPECTlON REQUIRED: Approval of EaR
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is perfomred.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 14 of 18
Professional Service Industries, inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
.
Engineering.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/23/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: roof
Foundation PLAN LOCATION: Section C elevator roof slab
Wall
Column
X Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101. S-252 Detail(s): RFI:
structural drawings 1 RFI:
Dated: 1/12/05 RFI:
Revised: 3/23/05
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: consolidation X
DEFICIENCIES: Reinforcing steel placed according to S-8 designation found on S-252 and S-301, detail 1.
Concrete was not consolidated by any means, nor was top of concrete finished via float or trowel.
REINSPECTlON REQUIRED: Approval of EaR
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permiSSion from Professional Service Industries, Inc.
Page 15 of 18
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
Engineering.. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, L TO" LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/25/2005 TECHNICIAN: M, Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Area B grade beams, S,7 to U and 41, U to Z and 41 to 66
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawinQs S-102 RFI:
Dated: 1/12/05 S-104 RFI:
Revised: 3/23/05
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
X Other: anchor bolts X
DEFICIENCIES: No clear cover to bottom reinforcing steel @ column line U,5-50, U,5-56, V,9-56, Insufficient clear cover to bottom reinforcing steel
at line X-66 (1" in-place), and several other locations measute only 2" (3" clear required to soil), Additional reinforcing steellkeyway not placed at line
S,7-41 and U-66 (construction joints) as per 8-104 detail 2, Pile projection into grade beam ranges from 0-3" in-place (4" minimum per 8-102), Pile tops
not sufficiently/completely cleaned of debris,
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed,
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc,
Page 16 of 18
Professional Service Industries, Inc,. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/29/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: rocf
Foundation PLAN LOCATION: Area A elevator roof slab
Wall
Column
X Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-251 Detail(s): RFI:
structural drawinQs 5-301 1 RFI:
Dated: 1/12/05 RFI:
Revised: 3/23/05
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: no
REMARKS: Reinforcing steel placed according to 5-8 designation found on S-252 and 5-301 detail 1.
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 17 of 18
Professional Service Industries, Inc. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
/Engineering.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 8/31/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: ground
Foundation PLAN LOCATION: Area B CMU stem walls
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawings S-212 3 RFI:
Dated: 1/12/05 RFI:
Revised: 3/23/05
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Six #4 slab dowels installed into grade beam at door openings (5-6" embed, allied epoxy). 22 #5 vertical CMU reinforcing bars installed
into existing stemwall fill (6" embed, allied epoxy) where spacing found to be insufficient (line K to S.5 and 41, H.5 to Sand 66). Six #5 vertical CMU
reinforCing bars placed loose in CMU (not anchored into grade beam) at V-44.8, R.3-41, T.5-41, U.5-49, H-61, G-45.2. Eleven #5 vertical CMU reinforcing
bars placed with #4 slab dowels (20" splice) bent vertical into CMU at line G-52 to 53, V-44 to 45.
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
Page 18 of 18
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
REPORT OF NON-COMPLIANCE (lPUNCHLIST) ITEMS
--~
PROJECT NAME: RESIDENCE INrN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCIUPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
I ITEM I DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I REI~~i~TED I
NO. INSPECTED
TOP GRADE BEAM REINFORCING STEEL REMEDIATE PER ADDITIONAL 04~26~05/
001 04-19-05 BARS DO NOT MATCH WITHIN GB-3/GB-7 DIRECTION OF REINFORCING STEEL 04-29-05
TRANSITION AREAS @ COL LINE E, R, ENGINEER OF ADDED PER (COMPLETE)
AND P (BOTH ENDS OF BLDG) RECORD (RFI #034) REFERENCED RFI
SEVERAL AUGERCAST PILES LIE REMEDlATE PER AREAS REFERENCED 04-26-05/
002 04-19-05 OUTSIDE TOLERANCES STATED FOR DIRECTION OF REMEDIA TED PER 05-16-05
LOCATION (#1244, 1248, 1258, 1414) ENGINEER OF REFERENCED RFI (COMPLETE)
RECOllD (RFI #035)
REMEDIATE PER AREAS REFERENCED
003 05-02-05 PILE FOUND TO lJE MISSING (NO SURVEY DIRECTION OF REMEDIA TED PER 05-16-05
MARKER IN-PLACE) - PILE #1264 ENGINEER OF REFERENCED RFI (COMPLETE)
RECORD (RFI #045)
HOOK BARS DETAILED @ BALCONY
AREAS ARE APPR 5' LONG IN-PLACE, REQUIRI~S APPROVAL
RATHER THAN 10' IN LENGTH - SEE
004 06-17-05 RINKER SHOP BRA WINGS, BAR MARK OF ENGINEER OF
MK507 (COL LINE A TO L-88 TO 99 - RECORD
AREA C - 2ND FLOOR)
SEVERAL CMU/PILASTER REINFORCING P-l REMOVED TO
STEEL BARS NOT CENTERED WITHIN REQUlRI~S APPROV AL ELEV 4 COURSES
005 06-22-05 CELLS UPON COMPLETION OF GROUT OF ENGINEER OF ABOVE SLAB AND 06-27-05
PLACEMENT - RESTING ON CMU WEB RECORD REPLACED @ COL
(AREA C - 2ND FLOOR) LINE L-89
I ADDITIONAL #4 - 4'
VERTICAL CMU REINFORCING STEEL BAR PLACED
BARS EXHffiIT INSUFFICIENT SPLICE REMEDIATE PER LOOSELY WITHIN
LENGTH FROM LEVEL BELOW DIRECTION OF BOTTOM OF CELL IN
006 06-22-05 (RANGE IN..PLACE 11 TO 30" - ENGINEER OF AREAS NOTED AS 06-22-05
30" MIN REQUIRED AS PER S-(01) RECORD DEFICIENT (<26")
(AREA C - 2ND FLOOR) (COL LINE C TO P-88
TO 99, Q TO U-95 TO 99
ONLY)
1
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRlPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
D~ DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I DA~
INSPECTED REINSPECTED
--
ADDITIONAL FULL-
VERTICAL P-1 REINFORCING STEEL LENGTH #5 BAR
PLACED WITHIN
BARS EXHIBIT INSUFFICIENT SPLICE REME:DIATE PER CELL IN AREAS
007 06-22-05 LENGTH FROM LEVEL BELOW DIRE:CTION OF NOTED AS DEFICIENT 06-22-05
(RANGE IN-PLACE 27 TO 36" - ENGINEER OF (<35")
36" MIN REQUIRED AS PER S-101) RECORD
(AREA C - 2ND FLOOR) (COL LINE C TO P-88
TO 99, Q TO U-95 TO 99
ONLY)
VERTICAL CMU REINFORCING STEEL
DOWEL NOT PRESENT FROM LEVEL REME:DIATE PER
008 06-22-05 BELOW @ COL LINE E-96.5, E-97.8, E-98 DIRE:CTION OF
(CELL ADJ TO E-98 POURED SOLID ENGINEER OF
WITH REINFORCEMENT) RECORD
(AREA C - 2ND FLOOR)
IN-PLACE CONDITION
VERTICAL P-l REINFORCING STEEL ACCEPT ABLE @ COL
DOWEL (#6 BAR) NOT PRESENT FROM LINE A-93, B-93
(AWAITING
LEVEL BELOW @ COL LINE A-93 & B-93 REME:DIATE PER CORRESPONDENCE
009 06-22-05 (#5 BARS IN PLACE FROM 1sT FLOOR), DIRE:CTION OF FROM ENGINEER OF 06-27-05
AND Q.1-95 (NO BAR OF ANY SIZE ENGINEER OF RECORD); #6 BAR
PRESENT WITHIN W CELL OF RECORD PLACED INTO 2ND
PILASTER, #6 BAR IN E CELL) FLOOR SLAB @ COL
(AREA C - 2ND FLOOR) LINE Q.1-95 VIA
I DRILUEPOXY
2
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
I ITEM I D~ DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I REI~~~~TED l
NO. INSPECTED
MASONRY GROUT PLACED IN SINGLE
FULL-HEIGHT UFT (8'-8"), AND GROUT
WAS VIBRATED ONLY ONCE
FOLLOWING INITIAL PLACEMENT REQUIRES APPROVAL
010 06-22-05 (REFERENCE ACI 530.1-02, PART 3.5- OF ENGINEER OF
RECONSOLIDATION OF GROUT RECORD
REQUmED AFTJi:R INITIAL WATER LOSS
AND SETTLEMENT HAS OCCURRED)
(AREA C - 2ND FLOOR)
ADDITIONAL "B"
P-l PILASTER MISPLACED APPR 24" TO REM1WIATE PER BARS WITHIN 2ND
THE NORTH OF PLAN POSITION DIRE:CTION OF FLOOR SLAB
011 06-23-05 EXTENDED TO 06-27-05
(ORIGINAL LOCATION COL LINE E-7) ENGINEER OF DEVELOP INTO
(AREA A-I ST FLOOR) RECORD CURRENT P-l
POSITION
PILASTER DESIGNATION @ COL LINE #6 BARS PLACED
Q-77 & M-77 CHANGES FROM P-l ON 1ST REME:DIA TEPER INTO 2ND FLOOR SLAB
012 06-23-05 FLOOR TO P-2 DESIGNATION ON DIRE:CTION OF VIA DRILLIEPOXY 06-27-05
2ND FLOOR (BARS IN-PLACE FROM 1 ST ENGINEER OF WITHIN MISSING P-2
FLOOR ARE 2-#5 IN EACH LOCATION, RECORD REINFORCEMENT
RATHER THAN 4-#6) (AREA C - 2ND FLR) AREAS
PILASTER VERTICAL REINFORCING
STEEL WITHIN P-l @ COL LINE N.I-89 REQUmESAPPROVAL
013 06-24-05 CONSISTS OF 2-#5 BARS OF ENGINEER OF
(RATHER THAN 2-#6 BARS) RECORD
(AREA C -- 1ST & 2ND FLOOR)
ADDITIONAL HORIZONTAL
REINFORCEMENT NOT BEING PLACED REQUm:ESAPPROVAL
014 06-24-05 ABOVE AND BELOW CMU OPENINGS AS OF ENGINEER OF
PER PROJECT SPECIFICATIONS RECORD
SECTION 04220. PART 3.03.C
3
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRlPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRlGAN, MATT ODOM DATE OF REPORT: 08-25-05
~~ D~ DESCRIPTION OF DEFICIENCY -r ACTION REQUIRED ] REINSPECTION I RE~~i~TED I
NO. INSPECTED
LOCATION OF P-1 PILASTER REMEDIATE PER 2-#6 BARS INSTALLED
015 06-25-05 MISPLACED FROM PLAN LOCA nON DIRECTION OF INTO FOUNDATION @ 06-25-05
(APPR 8" S@COLLINE A-10 & B-10) ENGINEER OF L.5-39 (NOW CIP COL
(APPR 16" W @COLLINE L.5-39 & L.5-41) RECORD @ PLAN LOCATION)
#5 BARS PRESENT FROM LEVEL BELOW FULL-LENGTH #5 BAR
PLACED ALONG
IN P-1 PILASTER LOCATIONS (#6 BARS REQUIRES APPROVAL WITH #6 BAR ABOVE
016 06-25-05 DETAILED) @ COL LINE Q.1-86, N-85, N-82, OF ENGINEER OF 2ND FLOOR SLAB 06-27-05
P-82, N-73, P-7J, N.2-13.8, Q.1-16, R,6-7 RECORD ELEVATION
(2ND FLOOR) (AREA CONLY)
1-#5 BAR ONLY PRESENT FROM LEVEL REMEDIATE PER #6 BARS INSTALLED
VIA DRILLIEPOXY
017 06-25-05 BELOW @ P-1 PILASTER LOCATIONS DIRE:CTION OF INTO FLOOR SLAB IN 07-06-05
(2-#6 BARS DETAILED) ENGINEER OF BOTH REFERENCED
@COLLINEN-39,Q.1-8(2NDFLOOR) RECORD LOCA nONS
NO CLEAR COVER TO REINFORCING REQUIRES APPROVAL
018 06-25-05 STEEL BANDS WITHIN CIP COLUMN (C-4) OF ENGINEER OF
@ LINE S-26 (SW CORNER) & S-28 (NE RECORD
CORNER) (1 ST FLOOR)
STD HOOK BARS HAVE NOT BEEN MK412 BARS PLACED
DETAILED IN SHOP DRAWINGS WITHIN REQUIRES APPROVAL WITHIN 2ND FLOOR
019 06-27-05 SLAB EDGE @ TWO SIDES OF ELEVATOR OF ENGINEER OF SLAB @ 18" OC 06-27-05
AREAS, AS WELL AS CB-1, CB-3, CB-4 RECORD ALONG REVERSE
(PARTIAL), CB..5, AND CB-6 (pARTIAL) SIDE OF ELEVATOR
CONCRETE BEAM AREAS (AREA A)
COL CUT FROM BASE
TS COLUMN @ LINE F-95 APPR 4" OUT- REQUIRES APPROVAL PLATE AND REPOSI-
020 06-27-05 OF-PLUMB (LEANING TO WEST) OF ENGINEER OF TIONED UTILIZING 08-17-05
(1 ST FLOOR) RECORD W' ANGLE AS
SUPPORT ON 3 SIDES
IMPROPER ELECTRODES BEING USED REQUIRES APPROVAL E7018 ELECTRODES
021 06-27-05 TO WELD TS COLUMNS TOGETHER (6011 OF ENGINEER OF USED TO WELD TS 07-28-05
BEING UTILIZED, E70XX SERIES RECORD COLUMNS WITIDN
SPECIFIED - SEE SHEET S-10n AREA A. 3RD FLOOR
4
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
~~ D~ DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I REI~~~~TED l
NO. INSPECTED
MANY CMU CKLLS NOT COMPLETELY
FILLED WITH MASONRY GROUT:
COL LINE B-13,H-3,N.9-4,N.9-5,Q.I-8,R-13.1, REMlmIATE PER
Q.9-16, T -12,T.5-12,U-12,U.5-12,H.5-22,J-22, DIRECTION OF
022 07 -05-05 K-22,P.1-22,Q-26,H.4-40,S.2-40.8,N-67 ,H.4-67, ENGINEER OF
H.4-68,P-68,S-77,R.2-89 ,J-88,F -96.5,A.8-89, RECORD
A-96 (1 ST FLOOR); AND
COL LINE A.I-98,G-92,U-97.3,R.5-82,R.8-82,
S.5-82,T-82,K-77,N-67 (2ND FLOOR)
MANY CMU WALLS REINFORCED @ REQUIRES APPROVAL
023 07-05-05 48" OC, RATHER THAN 32" OC AS PER OF ENGINEER OF
S-212, DETAIL 3 (\V-I DESIGNATION FOR RECORD
INTERIOR 1 ST FLOOR AREAS) (AREA C)
TYPICAL CMU SILL REINFORCEMENT REQUIRES APPROVAL
024 07-05-05 (2-#5 BARS) NOT PLACED BENEATH AIR OF ENGINEER OF
HANDLER OPENINGS IN ANY LOCATION RECORD
CIP COLUMN @ LINE 8.2-84 APPR 2" OUT- REQUIRES APPROVAL
025 07-06-05 OF-PLUMB (I~EANING TO NORTH) OF ENGINEER OF
(1 ST FLOOR) RECORD
CIP COLUMN APPR 1" OUT-OF-PLUMB @
LINE S.2-28 (LEANING TO NORTH),
S.2-33 (LEANING TO SOUTH), REQUIRES APPROVAL
026 07 -08-05 S.2-70 (LEANING TO NORTH); OF ENGINEER OF
APPR 1.25" OUT-OF-PLUMB@ RECORD
LINE 8.2-37 (LEANING TO NORTH)
(1ST FLOOR)
KO-l BOND BEAM REINFORCING STEEL REQUIRES APPROVAL
NOT PRESENT @ COL LINE A TO C-89,
027 07-11-05 C-88 TO 89, U-96.2 TO 99 OF ENGINEER OF
(3RD FLOOR SLAB ELEVATION) RECORD
ADDITIONAL "A" BARS NOT PRESENT REQUIRES APPROVAL
028 07-11-05 WITHIN FLOOR SLAB @ OF ENGINEER OF
COL LINE N TO 0-96 (3RD FLOOR) RECORD
5
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
[ ITEM I DATE ] DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I REI~~i~TEDl
NO. INSPECTED
BANDS PLACED @ 6" OC TYPICAL REQUIRES APPROVAL
029 07..11-05 WITHIN CB-2 BEAMS @ COL LINE S.2-68 OF ENGINEER OF
TO 70, U.1-94 TO 96.2, RATHER THAN AS RECORD
PER S-301, DETAIL 2 (3RD FLOOR)
CIP COLUMN @ LINE S.2-19 OFFSET APPR REQUm.ES APPROVAL
030 07..13-05 2" S OF lPLAN LOCATION OF ENGINEER OF
(1 ST AND 2ND FLOOR) RECORD
SEVERAL CMU WALLS ON 2ND FLOOR
OFFSET FROM 1ST FLOOR LOCATIONS
(APPR OFFSET AND DIRECTION LISTED):
COL LINE T-31 (1.625" TO NORTH),
COL LINE T-22 (0.875" TO NORTH),
COL LINE F-2 (0.625" TO EAST), REQUm.ES APPROVAL
031 07..14-05 COL LINE H-l (0.625" TO EAST), OF ENGINEER OF
COL LINE 1.-2 (0.75" TO EAST), RECORD
COL LINE Y.-90 (0.50" TO NORTH),
COL LINE T -82 (0.625 TO SOUTH),
COL LINE T-73 (1.0" TO SOUTH),
COL LINE G.8-82 (0.50" TO NORTH),
COL LINE H-99 (1.0" TO WEST),
COL LINE U.35 (1.125" TO SOUTH)
END OF CB-l BEAM @ COL LINE 1..5-68
NOT BEARING ON CMUIP-l PILASTER REQUIRES APPROVAL
032 07..27-05 (CMU PLACED FULL-HEIGHT) OF ENGINEER OF
2 #5xl0' BARS PJLACED (5' IN BEAM, 5' IN RECORD
SLAm TO PROVIDE DEVELOPMENT
BOTTOM REINF'ORCING STEEL PLACED
@ 12" OC WITHIN COL LINE R TO U-90 TO REQUIRES APPROVAL
033 07..27-05 96, R TO U-96 TO 98 (DETAILED@ 10" OC OF ENGINEER OF
WITHIN THESE AREAS) .RECORD
(AREA C - 4TH FLOOR)
6
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
I ITEM ~ATE L I ACTION REQUIRED ] REINSPECTION I REI~~i~TED l
NO. INSPECTED DESCRIPTION OF DEFICIENCY
, BOTTOM REINFORCING STEEL
PLACED @ 10" OC WITHIN REQUIRES APPROVAL,
034 07-27-05 COL LINE M TO Q-82 TO 86 OF ENGINEER OF
(DETAILED @ 9" OC WITHIN THIS AREA) RECORD
(AREA C - 4TH FLOOR)
CB-6 BEAM CONTAINS NO BANDS@ 3"
OC @ N END (COL LINE N-85)
7 BANDS @ 6" OC AND MID-BEAM BANDS REQUIRES APPROVAL
035 07-27-05 @ 12" OC IN-PLACE (S END OF BEAM OF ENGINEER OF
CONSTRUCTED AS PER PROJECT RECORD
DOCUMENTS)
(AREA C - 4TH FLOOR)
5000 PSI CONCRETE (MIX CODE 1156016)
PLACED WITHIN CMU CELLS @ COL REQUIRES APPROVAL
036 07-27-05 LINE H.5-66 TO 68, H.5 TO S.2-66, OF ENGINEER OF
1'1-66 TO 68 DURING PLACEMENT OF RECORD
-+----!'LOOR SLAB LAREA C - 3RD FLOOR) 2 #6 REINFORCING
I PRECAST LINTEL @ COL LINE R.2-16 BARS PLACED INTO
I FOUND TO BE CRACKED ON BOTTOM REQUIRES APPROVAL LINTEL FOR
037 07-28-05 I (CENTER, EAST TO WEST END) AND SIDE OF ENGINEER OF ADDITIONAL 07-28-05
I (NE CORNER, TOP, APPR 24" IN LENGTH) RECORD STRENGTH (RATHER
i (AREA A, 3RD FLOOR) THAN #5 BARS)
I
I 2 #5 BARS SUBSTITUED FOR 1 #6 BAR
I WITHIN EACH CELL IN P-l LOCATIONS REQUIRES APPROVAL
038 07-28-05 OF ENGINEER OF
I @ COL LIN]~ R.6-7, Q.I-8, N.3-13.5 RECORD
I (AREA A, 3RD FLOOR)
"
7
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
[ITEM I DATE C I ACTION REQUIRED ] REINSPECTION I DA TE J
NO. INSPECTED DESCRIPTION OF DEFICIENCY REINSPECTED
CMU DOWN CELLS FOUND TO NOT BE
COMPLETELY FILLED WITH GROUT
WITHIN AREA C: COL LINE Q.1-93,F- REMl~DIA TE PER
039 08..08-05 96.9,A-91,H.2-79 (l ST FLOOR); DIRECTION OF
COL LINE B-89.2,J-82 (2ND FLOOR); ENGINEER OF
COL LINE E-97.5,B.8-98,B-89.2,L.9-85,J-85, RECORD
H.2-84,H-84,J-68,N-67 ,H.4-66.5,H.4-67 .5,
N-66.2,P-66,S.1-66 (3RD FLOOR)
VERTICAL #6 REINFORCING BARS NOT
PRESENT WITHIN P-l LOCATION @ COL REQUIRES APPROVAL
LINE L.5-66 (3RD FLOOR), 1 #5 BAR
040 08-08-05 PLACED INTO 4TH FLOOR SLAB (WITHIN OF ENGINEER OF
EAST HALF OF P-l LOCATION) AS RECORD
EXTENSION/SPI..ICE FOR LEVEL ABOVE
HORIZONTAL REINFORCING BARS NOT REMlmIATE PER
041 08-08-05 PRESENT WITHIN SILL AREA OF CMU DIRECTION OF
OPENING @ COl. LINE H.4-67 (2ND FLOOR) ENGINEER OF
AND HA-40 (3RD FLOOR) RECORD
CONCRETE NOT YET PLACED WITHIN
SILL AREAS (CMU) @ COL LINE H.4-67, REQUIRES APPROVAL
042 08-08-05 N.5-66 (3RD FLOOR), N.1-66 (4TH FLOOR), AS OF ENGINEER OF
WELL AS ALL AIR HANDLER OPENING RECORD
AREAS
IMPROPER GROUT MIX REQUIRES APPROVAL
043 08..11-05 (1289966 - 4000 ACGRT) OF ENGINEER OF
PLACED WITIDN CMU DOWN CELLS @ RECORD
COL LINE C-8 TO 13.7 (4TH FLOOR)
#5x5' STRAIGHT BAR
ADDITIONAL REINFORCING BARS NOT PLACED @ 24" OC
PLACED WITmN ROOF SLAB REQUIRES APPROVAL WITHIN AREA A
I 044 08..16-05 (AREA A OR AREA C) OF ENGINEER OF ONLY (AS PER 08-17-05
L RECORD CONVERSATION
AS PER SHEET S251, S252 - NOTE 14 WITH ENGINEER OF
RECOROl
8
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN : STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED J REINSPECTION I RE~~i~TED I
INSPECTED
CMU DOWN CELLS .FOUND TO NOT BE REMEDIATE PER
COMPLETELY FILLED WITH GROUT DIID:CTION OF
045 08-16-05 WITHIN AREA C:
COL LINE F-96.6, H.9-82, H.7-75, M.7-73, L.5- ENGINEER OF
66. N-66 (4TH FLOOR) RECORD
MASONRY GROUT NOT CONSOLIDATED
DURING PLACEMENT INTO CMU:
08-12-05/ COL LINE G TO V-I TO 16,J TO N-17, REQUIRES AFPROV AL
046 08-15-05/ P TO T-22 (4TH FLOOR); OF ENGINEER OF
08-16-05/ COL LINE A.3 TO N-22, H.3 TO T-26 TO 41 RECORD
08-23-05 (4TH FLOOR);
ELEVATOR C (ROOF);
ELEVATOR A (ROOF)
CONCRETE PLACED WITHIN ROOF SLAB REQUIRES APPROV AI,
047 08-23-05 OF ELEVATOR C WAS NOT VIBRATED OR OF ENGINEER OF
FINISHED (TROWELIFLOAT) RECORD
INSUFFICIENT SPACING OF CMU FILLED REQUIRES AFPROV AI,
CELLS IN SEVERAL LOCATIONS WITHIN
048 08-23-05 AREA A_1sT FLOOR (32" OC REQUIRED OF ENGINEER OF
(ii) INTERIOR, 24" OC (ii) EXTERIOR) RECORD
NO CLEAR COVER TO BOTTOM GRADE REQUIRES AFPROV AL
049 08-25-05 BEAM STEEL @ COL LINE U.5-50, U.5-56, OF ENGINEER OF
V.9..56 (AREA B) RECORD
INSUFFICIENT CLEAR COVER TO
BOTTOM GRADE BEAM STEEL @ COL REQUIRES APPROVAL
050 08-25-05 LINE X-66 - AREA B (I" IN-PLACE), OF ENGINEER OF
SEVERAL LOCATIONS EXIDBIT 2" RECORD
(3" REQUIRED TO SOIL)
ADDITIONAL REINFORCING
STEELlKEYW AY NOT PLACED WITHIN REQUIRES AFPROV AL
051 08-25-05 GRADE BEAM@COLLINES.7-41, U-66- OF ENGINEER OF
AREA .B (CONSTRUCTION JOINTS) RECORD
AS PER S104 DETAIL 2
9
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STJ;~VE CORRIGAN, MATT ODOM DATE OF REPORT: 08-25-05
I ITEM ~ATE I DESCRIPTION OF DEI<'ICIENCY I ACTION REQUIRED -' REINSPECTION I REI~~i~TED I
NO. INSPECTED
PILE PROJECTION INTO GRADE BEAMS
(COL LINE S.7 TO U-41, U TO Z-41 TO 66- REQUIRES APPROVAL,
052 08..25-05 AREA B) WAS FOUND TO RANGE FROM 0- OF ENGINEER OF
3" IN-PLACE (4" MIN REQUIRED AS PER RECORD
S102)
PILE TOPS NOT SUFFICIENTLY; REQUIRES APPROVAL
COMPLETELY CLEANED OF DEBRIS
053 08..25-05 WITHIN GRADE BEAM AREAS COL LINE OF ENGINEER OF
S.7 TO U-41, V TO Z-41 TO 66-AREA B RECORD
ELEVATION OF GRADE BEAMS WITHIN
COL LINE U.5 TO Z-50, Z-50 TO 56, REQUIRES APPROVAL
054 08-25-05 V.5 TO Z-56, X-50 TO 56 (AREA B) WAS OF ENGINEER OF
LOWERED 16" DUE TO CONFLICT WITH RECORD
ELEVATION OF PAVEMENT AREAS
10
Engineering. Consulting. Testing
REPORT OF IN-PLACE DENSITY TESTS
TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 9/26/05
3425 Atlantic Avenue REPORT NO: 6
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL
TECHNICIAN: S. Corrigan
MAXIMUM IN-PLACE ELEV.
OPTIMUM LAB DRY DRY COMPACTION OF
DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST
(2005) I LOCATION (%) (PCF) (%) (PC F) (%) (%) (ft)
A1A DECELERATION LANE Reference: 0 = top of stabilized subbase
STABILIZED SUBBASE
8/15 15' S. of N. end 9.6 116.3 10.9 114.6 98.5 98 6-12"
8/15 10' S. of N. end 9.6 116.3 10.1 114.0 98.0 98 0-6"
8/15 15' N. of S. end 9.6 116.3 11.4 115.3 99.1 98 6-12"
8/15 10' N. of S. end 9.6 116.3 9.9 114.2 98.2 98 0-6"
THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCA nONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA nONS OR ELEVA nONS.
REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
NOTES: Proctor Method: _Standard ....x..Modified DENSITY TEST METHOD:LDrive Sleeve .1LNuclear Gauge
. Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96
"Retest results do meet project's requirement
DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted,
MOISTURE CONTENT Percent of dry weight Professional Service Industries, Inc.
PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample
1
Jeffrey H.M. Begovich, PE.
Vice PresidenVConstruction Services
Florida Registration No. 51869
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
Engineering · Consulting · Testing lIMEROCK BEARING RATIO TEST RESULTS
(FM 5-515)
TESTED FOR: A 1 A Acquistion Group L TO, LLP
3425 Atlantic Ave. PROJECT: RESIDENCE INN
Cocoa Beach, FL 32931 REPORT NO:
o PROJECT NO: 761-50044
DATE TESTED: Auqust 29. 2005
SAMPLE LOCATION: BASE COURSE BENEATH PARKING & ROADWAY
SOiL DESCRiPTiON: L1MEROCK
1000 -+ ,__
,
c
w
~ I ~_
-I 100 .". - . ~
:;
~ ,- ~
all I
-I , 1'1 i!
-
~
I ,
I .
! II
10 I I
6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00
MOISTURE CONTENT (%)
PROJECT LBR REQUIREMENT: 100 LBR VALUE: 140
121.00 I I I
120.50 I
120.00 I tfI"" ~
119 50 ~. i -~
. ~~,
13 119.00 , ~
.e: 118.50 ,
i 118.00 J ..... .......... ",,-
Q 117.50 ....
w "
s: 117.00 II '- '
!:: 116.50 , ,-I I
~ 116.00 I~.' I
>- 115.50 II I
~
o 115.001
114.50 'I
114.00 . I
113.50 ~ i I .
113.00 I
6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00
MOISTURE CONTENT ('Yo)
OPT MOISTURE: 11.2 MAX DENSITY 120.0
NOTES:
1 TEST MEETS PROJECT REQUIREMENTS
2 761-50044
3
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304.5560 . Fax 407/304-5561
FL Engineering Business 3684
Engineering .. Consulting .. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1 A Acquisition Group L TO., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section B slab on grade, approx. K-64
Date Placed: 9/14/2005 Technician: J. Kilderry
Time Batched: 11:25 AM Supplier: Rinker
Time Sampled: 12:04 PM Delivery TicketlTruck No.: 92693260
Slump (in) (ASTM C143): 5.75 Mix No. & Proportions: 1176299
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 9/15/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
134 A 7 9/21/2005 95500 6.00 28.27 3380 Type 1
B 28 10/12/2005 140000 6.00 28.27 4950 Type 1
C 28 10/12/2005 141500 6.00 28.27 5010 Type 2
0 Hold
Specifications: 3000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section B slab on grade, approx. H-56
Date Placed: 9/14/2005 Technician: J. Kilderry
Time Batched: 12:06 PM Supplier: Rinker
Time Sampled: 12:45 PM Delivery Ticket/Truck No.: 40499948
Slump (in) (ASTM C143): 3.75 Mix No. & Proportions: 1176299
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 9/15/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
135 A 7 9/21/2005 93500 6.00 28.27 3310 Type 1
B 28 10/12/2005 143500 6.00 28.27 5080 Tvee 2
C 28 10/12/2005 145000 6.00 28.27 5130 Type 2
D Hold
Specifications: 3000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section B slab on grade, approx. L-47
Date Placed: 9/14/2005 Technician: J. Kilderry
Time Batched: 1 :46 PM Supplier: Rinker
Time Sampled: 2:15 PM Delivery Tickel/Truck No.: 92694576
Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1176299
Air Temp. (F): 91 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 9/15/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
136 A 7 9/21/2005 93500 6.00 28.27 3310 Tvoe 1
B 28 10/12/2005 140000 6.00 28.27 4950 Tvoe 1
C 28 10/12/2005 141000 6.00 28.27 4990 Type 2
D Hold
Specifications: 3000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering .. Consulting.. Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVER.A.L, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Area B, coL Une G to Y and 44 to 66
Date Placed: 1 0/7/2005 Technician: K Farrell
Time Batched: 10:30 AM Supplier: Rinker
Time Sampled: 11:20 AM Delivery Tickel/Truck No.: 92769401
Slump (in) (ASTM C143): 90 Mix No. & Proportions: 1162918
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 10/8/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
Set Prism Age of Load Sides Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
137 A 7 10/14/2005 37500 3.60x3.50 12.60 2980 TVDe 2
B 28 11/4/2005
C 28 11/4/2005
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering · Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: grade beams: col. Lines S.7to U-41, U to Z-41 to 66 (area B) sampled approx. col. Line X-56
Date Placed: 8/25/2005 Technician: M. Odom
Time Batched: 11:55 AM Supplier: Rinker
Time Sampled: 1233 PM Delivery TicketlTruck No.: 92637579
Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1176299
Air Temp. (F): 83 Concrete Temp. (F) (ASTM C1064): 80
Date Received in lab: 8/26/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
131 A 7 9/1/2005 74500 6.00 28.27 2640 Tvpe 1
B 28 9/22/2005 117500 6.00 28.27 4160 Tvpe 1
C 28 9/22/2005 118500 6.00 28.27 4190 Tvpe 1
0 Hold
Specifications: 3000 28 days
t I
REMARKS: X Cylinders made by PSI Cylinders made by Contractor I
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1 A Acquisition Group L TD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Grade beams: col. Lines S.7 to U-41, U to 2-41 to 66 (area B) sampled approx. col. Line U.7-61
Date Placed: 8/25/2005 Technician: M. Odom
Time Batched: 1:14PM Supplier: Rinker
Time Sampled: 1 :50 PM Delivery TickeVTruck No.: 92637956
Slump (in) (ASTM C143): 6.25 Mix No. & Proportions: 1176299
Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 80
Date Received in lab: 8/26/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
132 A 7 9/1/2005 75500 6.00 28.27 2670 Tvoe 1
B 28 9/22/2005 125000 6.00 28.27 4420 Tvoe 1
C 28 9/22/2005 123000 6.00 28.27 4350 Tvoe 2
D Hold
Specifications: 3000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
-,~~"'~---~--~-~~-"~--,- ~-_._,--"""""'~ ._._,~"""""- -- -~------~----
Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Roof slab: elevator A, sampled approx. center of slab
Date Placed: 8/29/2005 Technician: M. Odom
Time Batched: 952 AM Supplier: Rinker
Time Sampled: 10:45 AM Delivery TicketlTruck No.: 92642641
Slump (in) (ASTM C143): 2 Mix No. & Proportions: 117634
Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/30/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compress ive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
133 A 3 9/1/2005 124500 6.00 28.27 4400 Type 1
B 7 9/5/2005 160000 6.00 28.27 5660 Type 2
C 28 9/26/2005 210000 6.00 28.27 7430 Type 1
0 28 9/26/2005 213000 6.00 28.27 7530 Type 1
Specifications: 3000 28 days
I I
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section B slab on grade, approx. K-64
Date Placed: 9/14/2005 Technician: J. Kiiderry
Time Batched: 11:25 AM Supplier: Rinker
Time Sampled: 12:04 PM Delivery Ticket/Truck No.: 92693260
Slump (in) (ASTM C143): 5.75 Mix No. & Proportions: 1176299
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 9/15/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
134 A 7 9/21/2005 95500 6.00 28.27 3380 Tvoe 1
B 28 10/12/2005
C 28 10/12/2005
0 Hold
Specifications: 3000 28 days
I I
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering" Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section B slab on grade, approx. H-56
Date Piaced: 9/14/2005 Technician: J. Kilderry
Time Balched: 12:06 PM Supplier: Rinker
Time Sampled: 12:45 PM Delivery TickeUTruck No.: 40499948
Slump (in) (ASTM C143): 3.75 Mix No. & Proportions: 1176299
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 9/15/2005 Air Content IASTM C173/C231l: N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
135 A 7 9/21/2005 93500 6.00 28.27 3310 TVDe 1
B 28 10/12/2005
C 28 10/12/2005
D Hold
Specifications: 3000 28 days
I I
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering . Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section B slab on grade, approx. L-47
Date Placed: 9/14/2005 Technician: J. Kilderry
Time Batched: 1 46 PM Supplier: Rinker
Time Sampled: 2:15 PM Delivery TicketlTruck No.: 92694576
Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1176299
Air Temp. (F): 91 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 9/15/2005 Air Content IASTM C173/C231): NIA
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
Set Cylinder Age of Load Diameter Area Strength of
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
136 A 7 9/21/2005 93500 6.00 28.27 3310 Tv De 1
B 28 10/1212005
C 28 10/1212005
I I 0 I I Hold I I Is~~"ti,">1 I I
3000 28 days
I I
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlanda, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
August 24, 2005
Mr. Todd Morley - Chief Bldg. Official
City of Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Summary of Special (Threshold) Inspection Services
Residence Inn - Cape Canaveral, Florida
PSI Project No. 761-50044, Report #4 and #5, (Progress Report # 2)
Dear Mr. Morley:
Professional Service Industries, Inc (PSI) is performing special inspection services for the Residence Inn
project located in Cape Canaveral, Florida. This report is intended to summarize the status of our
inspection services performed between June 3, 2005 and July 28, 2005.
As construction has progressed within the structure PSI representatives have performed a series of
inspections in accordance with the project's Special Inspection Plan. These services through the above
referenced dates have included Section A wall (1S\ 2nd and 3rd floors), Section C wall (2nd and 3rd floors),
Section A columns (1st and 2nd floor), Section C columns (1st, 2nd and 3rd floors), Section A slab (2nd and
3rd floors) and Section C slab (3rd and 4th floors).
As deficiencies are discovered within the course of our inspections and observations, the contractor will
be immediately notified so that corrective action may be performed. Any deficiencies not immediately
corrected are entered into a running "punch-list" of non-conforming items. A current punch-list is attached
for your review. PSI will maintain and update this punch-list as deficiencies are discovered, corrective
actions are taken and re-inspections are performed. As of this date, forty-five (45) items need to be
addressed.
We trust that this summary of our services during this time period is complete and sufficient for your
needs. If you have any questions, please do not hesitate to call.
Respectfully submitted,
PROFESSIONAL SERVICE If'iDUSTRIES, INC.
~? C/
~~/7 y~_.,/v//
ji''' . ,..,.' /... ,.k/..... . .
.& 50$'
Rod Ffuland, P.E.
Senior Engineer
ConstructionServir,es
Florida Registration #27'967
Special inspector Reg. #/35
Attachments: Inspection reports
Punch-list
Xc: A 1 A Acquisition Group, Roger Dobson
WELBRO Building Corp., Chris Cortellini
R. L. Plowfield & Associates, Chris Scroggins
Powell Design Group, Ron Brown
BB & T, Ron Barley
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group. L TD. LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/1/2005 TECHNICIAN: M adorn
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION: Section "A" CMU walls (including pilasters), column line A - P & 1 - 14
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s) RFI:
structural drawings S-223. S-301 n/a, 1,3,5 RFI:
Dated: 3/23/05 S-302 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing. & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (18 - 30" In-place; 30" minimum required). #4-4" bars
placed @ bottom of cell where splice noted as less than 26". Several P-l vertical reinforcing steel bars exhibit insufficient splice length (33 - 35" in-place;
36" minimum required). Full-length #5 bars placed within cells where splice noted as less than 35"
REINSPECTION REQUIRED:
REMARKS:
NOTES Contractor is responsible for scheduling any necessary re!nspecticn after ,..!medial work is performed.
Tests may not be reproduced, except In full, Without written penmission from Profes","Jnal Service Industnes, Inc.
-----------~.-.-_.------.--.---__~_J..J!g!UJ>L14..~ ~~^ -,----,-,-"
Professional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407!3~4-~56~-=-~~~-~~;;04-~~~~-'--
FL Engineering Business 3684
Build On
Engineering " Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, L TO" LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Atln: Roger Dobson
DATE: 7/6/2005 TECHNICIAN: M, Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEV A TION: 2nd floor
Foundation PLAN LOCATION: Section .C", Columns line S, 1-68, S,2-70, S,2-75, S 1-77, S2-79, S.2-84, S,1-86, U,1-94, U-96
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawings S-212 2 RFI:
Dated: 3/23/05 S-223 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED:
X Proper sizing X
X Proper grade of bars X
X Proper quantity; spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other.
DEFICIENCIES: Approximately 1/2" clear cover to bottom two bands, approximate 1" clear cover to third band and sufficient clear cover noted to
remainder of bands (E side) within column S,2-84,
REINSPECTION REQUIRED: Yes
REMARKS: Remainder of above-referenced columns were field-adjusted to allow substantial accordance with the project specification for
clear cover (1 S')
NOTES: Contractor IS responsible for scheduling any necessary reinspection after r",medial "ork IS performed,
Tests may not be repro(juced, except in full, without written permission from ProfeSSional Ser.lce Industries, Inc,
~~-,-~-",----,-~-~~_""",~_______,,_~ge2_ol1~ -~ ~-- ~~ ~- -- -- ~",""- -"" -"^~.._----.-,,-
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, L TO., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn. Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION Section "A", CMU walls (including pilasters), column line Q - V & 1 - 16 and H.3 - T & 17 - 41
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Oetail(s): RFI:
structural drawings S-223, S-301 n/a, 3 RFI:
Dated: 3/23/05 5-302 1,3,5 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (26 to 30" in-place; minimum 30" required). No additional
bars were added (no splice found to be less than 26"). Some P-1 vertical reinforcing steel bars exhibit insufficient splice length (33 to 36" in-place: minimum
36" required). Full-length #5 bars placed within cells where splice noted as less than 35". Additionally three (3) cells were not filled due to insufficient
grout quantity (approximately column line L-41 ).
REINSPECTION REQUIRED: Yes
REMARKS:
-.
NOT ES: Contractor is responsible for SCheduling any necessary reinspection after remedial work is performed
Tests may not be reproduced, except In full, without written permiSSion from Professional Service Industries, Inc
--_._..._~~~.~.__..~_....__.......~-~........~_~.E5!g~f.~..._~...__ . .._~....... . ......_...... ..... ............ ....~..._.._.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304.5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/11/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "C" floor slab
Wall
Column
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5-101,5-233 Detail(s): RFI:
structural drawings 5-301 1,2 RFI:
Dated: 3/23/05 5-302, 5-303 9,10;4,5,6.7,8,910,12 RFI:
5-304 1A,11
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper siZin9 X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other.
DEFICIENCIES: 3'8" candy cane bars (MK412) placed @ approx. 18" OC into beam areas @ column line L3 & 66 - 68, A - B & 93, N & 85 - 86. and
two side of elevator (R & 86 - 89 and Q - R & 89). KO-1 reinforcinq steel not present at line A - C & 89, C & 88 - 89 and U & 96.2 - 99 (3rd floor slab elev.)
Additional "A" bars not present within floor slab at line N - Q & 96. Bands placed at 6" OC typical within CB-2 beams at line 5.2 & 68 - 70, U.1 & 94 - 96,2,
rather than as per 5-301, detail 2.
REINSPECTlON REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspection after remell!al Nark is performed
Tests may not lle reproduced, except in full, without wntten permission from Professional S,", "ce Industries, Inc
~~'~---'-'~-~-"~---'~'----'-"--"~_"_'__~""_"'___ p ~<'l~O~~_~__~___~ . _.___~ _ . . _~~_~_
Professional Service Induslries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304~5561
FL Engineering Business 3684
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: .A.1A Acquisition Group, LTD. LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION Section "A", Columns, line U.7. U.1-9, S.1-16, S.2-19, S.2-24, S.1-26. S2-28, S.2-33, S.1-35, S.2-37
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawinqs S-212 RFI:
Dated: 3/23/05 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: Column S.2-19 offset approximately 2" south of plan location (1st and 2nd floor).
~jOTES: Contractor is responsible for scheduling any necessary reinspect", , after remedial work is performed
Tests may not be reproduced. except In full, without written permission Professional Service Industries, Inc
~.~~___._..~.~.~____~_..~__~_..._._..~._~e 5 of 14 _ _~.,.._..______,,_,,_ '"'' """_M'_"'_'_,_"",,, -_._----,--,-,-,,,,-,,,,--,,-,,-,-,,--,-,- -
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering · Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: R0ger Dobson
DATE: 7/19/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION 3rd floor
Foundation PLAN LOCATION: Section "A", CMU walls (including pilasters) line A - J & 88 - 99
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s) RFI:
structural drawings S-233, S-301 nla, 3 RFI:
Dated: 3/23/05 S-302 1,3,5 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES Contractor is responsible for scheduling any necessary reinspection after remectlal work is performed.
Tests may not be reproduced, except in full. without written permission from Professional Service Industries. Inc.
14
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach FL 32931 PROJECT NO: 761-50044
Altn Roger Dobson
DATE: 7/19/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "C", Columns: S.1-68, S.2-70, S.2-75, S 1-77, 5 2-79, S.2-84, 5.1-86. U.1-94, U-96
Wall
X Column
Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Oetail(s): RFI:
structural drawings S-212 2 RFI:
Dated: 3/23/05 S-233 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacIng. & layout X
X Proper splice lengths & sptice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES: Contractor r%ponsible for scheduling any necessary reinspection after remedIal work performed
Tests may not be re,;,ro.>Juced, except in full, without wrrtten permission from Professional 5er'/lce Industries, Inc.
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/20/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION 3rd floor
Foundation PLAN LOCATION Section "A" floor slab
Wall
Column
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101. S-231 Detail(s): RFI:
structural drawings S-301 1,2 RFI:
Dated: 3/23/05 S-302. S-303 9,10; 4, 5, 6, 7, 8, 9,10,12 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: Standard hook reinforcing bars have not been detailed in shop drawings within slab edge at two sides of elevator area. as well as CB-1, CB-3
and CB-4 (partial) beam locations Candy cane bars (3'8" - MK412) were installed in these locations at 18" OC per Inspectors request. Balcony
slab was constructed within line S2 - T & 33 - 37 as per S-241 (not detailed within structural drawings in this location until 4th floor).
NOTES: Contractor is responsible for 5' heduling any necessary reinspection after remedial work is performe':J
Tests may not be reproduced, except full, without written permission from Professional Service Industries
~ -~- ~-~--~ --~~~-----~--~-~ PaQeJ_2~___ _ _~_____~_ m___ __...____
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A AcqUisition Group, lTD., llP PROJECT: Residence Inn. Cape Canaveral, Fl
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, Fl32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/21/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN lOCATION: Section "C" CMU walls (including pilasters), line l . V & 86 - 99, G.8 - N & 84 - 86
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5-101,5-212 Detail(s): RFI:
structural drawings 5-233, S-30 1 n/a,3 RFI:
Dated: 3/23/05 S-302 1,3,5 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity. spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: #fj and full-length #5 bars placed within P.1 pilaster location at N.3-89 (#5 bars extended upward Irom previous level)
NOTES. Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, Without wr<tten permission from ProfeSSional Ser'/lce Industries, Inc
-'--~~---,---,,--,,-,-,,---'"-~-~-----,~,~~,-~""'-"""""- P;>JgP. 9 of 1!'L_~......._..___~_.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, L TO, LLP PROJECT: Residence Inn. Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Altn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "C", CMU walls (including pilasters), line G,B - T & 70 - B2
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawings S-233, S-301 n/a, 3 RFI:
Dated: 3/23/05 S-302 1,3,5 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: Masonry contractor should be reminded to center reinforcing steel within cells following placement and consolidation of grout.
NOTES: Contractor is responsible for scheduling any necessary ,c',nspection after remedial work !s performed,
Tests may not be reproduced, except in full, without written perm!s" In from Professional Service In(justnes, Inc,
_'__~,____'"'___~,~____,___~~_~_______~_~,,_""__,__,~__~~~~~~~? or \4 ~ ~~ -''''''-'''''',.,,_.,-,~ -----.-_..,-,_.,~,,-,..."""'-""
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304.5561
FL Engineering Business 3684
Build On
Engineering · Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, L TO LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn R0ger Dobson
DATE: 7/2712005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "A", CMU walls (including pilasters), line A - G & 1 - 14
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI
structural drawings S-231 , 5-301 nla, 3 RFI
Dated: 3/23/05 1,3,5 RFI
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES: Contractor is responsible for sChedulinq any necessary reinspection after remedial work is performed.
Tests may not be reproduced. except In lull Without written permiSSion from Professional Service Industries, Inc.
~""''''''''''--'~---'''-"'~'''''--,--~-'''-''''--'''-,,-,--,~--'''''''~.._,-- f'flilll~~_~.._ -'" '" "'''''''''' "" "'''''''-.'''.-.--.-- -,--_._"'~..,~,-"'''''''
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering · Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: AlA Acquisition Group LTD.. LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/27/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 4th floor
Foundation PLAN LOCATION: Section "C" floor slab
Wall
Column
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101. S-242 Detail(s): RFI:
structural drawings S-301 1.2 RFI:
Dated: 3/23/05 S-302. S-303 9, 10; 4, 5, 6, 7. 8. 9, 10. 12 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendOnS
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Bottom reinfocing steel placed at 12" OC in-place within line R - U & 90 - 96 and R - U & 96 - 98 (detailed at 10" OC in these areas).
Bottom reinforcing steel placed at 10" OC In-place within line M - Q & 82 - 86 (detailed at 9" OC in this area). Three bands at 3" OC not placed at N. end of CB-6
beam (line N-85); seven bands at 6" OC and mid-beam bands at 12" OC in-place (bands at S. end of beam placed as detailed).
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor responsible for scheduling any necessary reinspection after remedial work IS performed.
Tests may not be re::roduced, except in full, without wntten permission from Professional SerJ!ce Industries. Inc.
~~-""--~-~-~""-~,-~-"'---~--,-~--""-,-~- __~ilge~li~____ --~- _.._.__.._-,-,-,-,-- - ---- ---,--,---
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, L TO" LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE:
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION Section "A", CMU walls (including pilasters) column line H to P & 1 - 135 and Q - V & 1 - 13
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawings S-231, S-301 n/a,3 RFI:
Dated 3/23/05 8-302 1,3,5 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Two #5 bars placed instead of one #6 bar within each cell of P-1 locations @ line R.6 & 7, Q,1 & 8, N,3 & 13,5 (bars only extend to allow
approximately 30" splice for upper elevations),
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspectlon after remedial work IS performed
Tests may not be reproduced, except In full, without written permission from Professional Service Industries, Inc
~_____~_______~_____~~_____Page 13 ofJi......_.._..._._.._.__._______._.._.._._._ ___ ___ ___________ -------,-------
Professional Service Industries, Inc,. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, L TO, LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION: Section "A", Columns: U-7, U.1-9, S 1-16, S.2-19, S.2-24, S.1-26, S.2-28, S2-33. S.1-35, S,2-37
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawinas S-212 2 RFI:
Dated: 3/23/05 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
DEFICIENCIES:
REINSPECTlON REQUIRED:
REMARKS:
NOTES Contractor is responsible for scheduling any necessary relnspection after remedial work is performed.
Tests may not be reproduced. except in fu". w.thout written permiSSion from Profess.onal Service Industnes, Inc.
----'~"-"-'-""--~----------"'---~---~,--"'--,---~~-~-~""-""~ Paqe 14 of 14 ~'~'-"'-,._.._-'-----"'-,,-""''''''-,..._,,-,,~...,~,,_.'''_._.._-,-,-___"'''''' "'- "'''' '" ---",,-,,-,-,,'"
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
/Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group. LTD. LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 6/3/2005 TECHNICIAN: S. Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: 1st floor walls - section "C". lines E. L - V. 85 - 99
X Wall Section "A" floor slab
Column
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5213 Detail(s): RFI:
PDG S302. S301 1 - 11. 2. 3 RFI:
Dated: 3-23-05 3 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity. spacing. & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
X Other: wire mesh - floor slab X
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS: Line E vertical bars preViously missing on 5/27/05 have been placed
NOTES: Contractor is responSible for scheduling any necessary relnspection after remedial work is p"riufflled.
Tests may not be reproduced. except in full. without wntten permission from Professional Service Industries Inc
'-~_.'..."""."".'_._._..'.'..._'_..""_,_"..,,,.._~_..l'.a.R'LL~.~_~..._.~.~ -""---,-,-,-
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, L TO, LLP PROJECT: Residence Inn - Cape Canaveral FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 9'4"
Foundation PLAN LOCATION 1 st floor walls, Section "C", lines 66 - 85, F - V
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S213 Detail(s): RFI:
PDG S302, S301 1 - 11, 2 - 3 RFI:
Dated: 3/23105 S212 3 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS: Section "C" complete to elevation 9' 4".
NOTES: Contractor IS responsible lor scheduling any necessary relnspection after remedial work IS performec
Tests may not be reproduced. excepi In full, without written permiSSion from Professional Servic" Industres
~-~-_..-..~-~--.-.....-..---~_.-._......--~~.z~----....-..---..-...-...-.-....----.~...- .. ......~----.--
Professional Service Industries, Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, L TD" LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 6/9/2005 TECHNICIAN: S, Corrigan
REINFORCING STEEL PLACEMENT
SiRUCTURAL ELEMENT ELEVATION: walls 9' 4", columns 8'
Foundation PLAN LOCATION: Section "A", walls, lines A - U & 1 - 14, L & 1 - 8,25, P & 1 - 7, R & 1 - 7,
X Wall Section "C", 1st floor columns, line S,25 @J 68,70,75,77,79,84 & 86, also line U,2 @J 94 and 96
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5211,5213 Detail(s): RFI:
PDG S212 2, 3 RFI:
Dated 3/23/05 S302 11 RFI
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified 6/10 X
X Concrete consolidated during placement 6/10 X
Other.
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES Contractor IS responsible for scheduling any neCeSSdly reinspection after remedial work IS performed,
Tests may not be reproduced, except in full, Without written pern"ssion from ProfeSSional Service Industries, Inc,
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839" Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
/Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: AlA Acquisition Group, L TO, LLP PROJECT: Residence Inn. Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761.50044
Attn: Roger Dobson
DATE: 6/14 & 6/15 TECHNICIAN: S, Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 109'4"
Foundation PLAN LOCATION: Section "A", 1st floor walls, lines 1 .41 and H - V
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5211 Detail(s): RFI:
PDG S212 3&2 RFI:
Dated: 3/23/05 S302, S301 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
-~~
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work IS performed,
Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc.
-~~'~"'-'-~---"~-~"-,-"-,---"--~------~,~-----~---,- Paqe ~ of 9 ~----,,--,-,-,~ - -----------,,-,,-,-
Professionai Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
:0 FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn. Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach. FL 32931 PROJECT NO: 761.50044
Attn: Roger Dot)son
REINFORCING STEEL PLACEMENT
:TURAL ELEMENT
Foundation PLAN LOCATION: Section "C'. 2nd floor slab
Wall
Column
X Floor Slab
Stair
Other
RIA UTILIZED AS INSPECTION REFERENCE:
Iral Plans: Sheet(s): S223 Detail(s): 1 RFI
S301, S303 1, all RFI
3/23/05 S304 1,5,6.7.9. 11 RFI
ITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity. spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathln9 and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
!ENCIES: Wrong length hook bars used on perimeter lines A . K & 88 - 99.
PECTION REQUIRED:
~KS: Request for ,nformation on above deficiency.
NOTES: Conua lor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may reproduced, except in full, withouIMltten permission from Professional SerVJI:e Industries, Inc.
Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304.5560. Fax 407/304.5561
FL Engineering BUSiness 3684
.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "A", 1st floor columns: J7, J9. S2 @J 16 19.24.26,28,33,35 & 37
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S211 Detai!(s): RFI:
PDG 2 RFI:
Dated: 3/23/05 RFI:
CONDITIONS' CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper Quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified 6/21/05 X
X Concrete consolidated during placement 6/21/05 X
Other
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES' Contractor is responsible for scneduling any necessary reinspection after remedIci' Wi)" s performed
Tests may not be reproduced, except in lull, without written permission from Professional Industnes. Inc
ProfeSSional Service Industries, Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 Fax 407/304-5561
FL Engineering BUSiness 3684
Build On
Engineering It Consulting It Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 6/22/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION: Section "C", line C - P & 88 - 99, Q - U & 95 - 99 including pilasters
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, $-212. Detail(s): RFI:
structural drawings S-223, S-301 n/a, 3 RFI:
Dated: 3/23/05 S-302 1,3,5 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (11" to 30" in-place; 30" minimum required). #4-4' bars
placed @ bottom of cell where splice noted as less than 26". Several P-1 vertical reinforcing steel bars exhibit insufficient splice length (27" to 36"
in-place; 36" minimum required). Full-length #5 bars placed within cells where splice noted as less than 35" Spacing of CMU vertical reinforcing steel
noted to range from 16" to 56" o.C. (two locations only @ 56" o.C. - column line G-94, J-91 ). No #6 bar located from previous level @ P-1 (column line Q.1-95).
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES Contractor is responsible for schedulmg any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full. Without written permission from ProfesSional Service Industries Inc.
~'~--~---,~--,-,--,-~-------,~-- Pogo 7 of 9 ...~~.........- ~"_""_'m_"m_'m"''''''_ _ _ _.__"_________ _____.__.."_._._.___
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304.5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, L TO., LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL32931 PROJECT NO: 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation
Wall
Column -----
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-221 Detail(s) RFI
structural drawinqs S-301 1,2 RFI
Dated: 3/23/05 S-302, S-303 9, 10,4,5,6,7,8,9 10, 12 RFI
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
__ )( ~ Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
DEFICIENCIES: Standard hook reinforcing bars have not been detailed in shop drawings within slab edge at two sides of elevator area, as well as CB-1,
CB-3 and CB-4 (partial) beam locations,
REINSPECTlON REQUIRED: Yes
REMARKS: Candy cane bars (3'8" - MK412) were installed at reJerse side of elevator at 18" OC per inspectors request.
Hook bars were installed via drill/eDoxy into i;rde: above elevator opening at 24" OC as per sketch SK-21 prior to placement of fie y slab,
NOTES Contractor is responsible for sCheeJuJ,n, any necessary reinspection after remedial work is performed,
Tests may not be reproduced, except in full wilhout written pemnisslon from Professional Service Industries, Inc,
ProfeSSional Service Indusfrles, Inc,' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Engineering · Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL32931 PROJECT NO: 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION Section "C" CMU walls (including pilasters), line G.9 - T & 60 - 85, Q - V & 86 - 94.9
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s) $-101. $-212 Detail(s): RFI:
structural drawings 5-223, S-301 nJa, 3 RFI:
Dated: 3/23/05 5-302 1,3,5 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (18 to 30" in-place: minimum 30" required), #4-4' bars placed
@ bottom of cell where splice noted as less than 26". Several P-l vertical reinforCing steel bars exhibit insufficient splice length (27 to 36" In-place; minimum
36" required). Full-length #5 bars placed within cells where splice noted as less than 35".
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspectlon after remedial work is p.,'tormed
Tests may not be reproduced, except In full, without written permission from Professional Service Indu,tries, Ine
-_.~--,_.~-_.."-,--,~.______~~__~_~__~J:'ageJLQL9_,,,"_,~ _._._._----"-,-,,_..._""',,...~"'''''~'''
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
~ C I G 1-----'
ITEM DATE DATE
L-.:..l\TO. I INSPECTED DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION I REI1\'SPF:CTED J
TOP GRADE BEAM REINFORCING STEEL REMEDIATE PER ADDITIONAL 04-26-05/
001 04-19-05 BARS DO NOT MATCH WITHIN GB-3/GB-7 DIRECTION OF REINFORCING STEEL 04-29-05
TRANSITION AREAS @ COL LINE E, R, ENGINEER OF ADDED PER . -"
AND P (BOTH ENDS OF BLDG) RECORD (RFI #034) REFERENCED RFI (COMPLE fE)
SEVERAL AUGERCAST PILES LIE REMEDIATE PER AREAS REFERENCED 04-26-05/
002 04-19-05 OUTSIDE TOLERANCES STATED FOR DIR~CTION OF REMEDIATED PER 05.16-05
LOCATION 1#1244 1248 1258 1414) ENhINEER OF REFERENCED RFI (COM PI ETE)
\ , " RECORD (RFI #035) ,
REMEDIATE PER AREAS'REF'E'I"ENCE'D
PILE FOUND TO BE MISSING (NO SURVEY DIRECTION OF · ,,' ~ · 05-16-05
003 05-02-05 MARKER IN-I) LACE) _ PILE #1264 ENGINEER OF REMEDIATED PER (COMPLETE)
RECORD (RFI #045) REFERENCED RFI
HOOK BARS DETAILED @ BALCONY
AREAS ARE APPR 5' LONG IN-PLACE,
RATHER THAN 10' IN LENGTH _ SEE REQUIRES APPROVAL
004 06.-17-05 RINKER SHOP DRAWINGS, BAR MARK OF ENGINEER OF
MK507 (COL LINE A TO L-88 TO 99 _ RECORD
AREA C - 2ND FLOOR)
SEVERAL CMU/PILASTER REINFORCING P-l REMOVED TO
STEEL BARS NOT CENTERED WITHIN REQUIRES APPROVAL ELEV 4 COURSES
005 06-22-05 CELLS UPON COMPLETION OF GROUT OF ENGINEER OF ABOVE SLAB AND 06-27-05
PLACEMENT - RESTING ON CMU WEB RECORD REPLACED @ COL
(AREA C - 2ND FLOOR) LINE L-89
ADDITIONAL #4 - 4'
VERTICAL CMU REINFORCING STEEL BAR PLACED
BARS EXHIBIT INSUFFICIENT SPLICE REMEDIATE PER LOOSEL Y WITHIN
. , I BOTTOM OF CELL IN
006 06-22-05 LENGTH FROM LEVE~ BEL?," DIRECTION OF AREAS NOTED AS 06-22-05
\~NGE ~N-~LACE 11 fO 3? - ENGINEER OF DEFICIENT (<26")
30 MIN REQ~IR~~ AS PER S-]Ol) RECORD (COL LINE C TO 1'-88 I
(AREA C - 2 FLOOR) TO 99, Q TO U-95 TO 991 I
ONL Y)
l.'.~..'S..~..' 1
It:. ttiiJI. .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE I DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ~INSPECTION DATlD
INSPECTED I REINSPECTED
ADDITIONAL FULL-
VERTICAL 1'-1 REINFORCING STEEL LENGTH #5 BAR
PLACED WITHIN
BARS EXHIBIT INSUFFICIENT SPLICE REMEDIA TE PER CELL IN AREAS I
007 06-22-05 LENGTH FROM LEVEL BELOW DIRECTION OF NOTED AS DEFICIENT 06-22-05
(RANGE IN-PLACE 27 TO 36" - ENGINEER OF
36" MIN REQUIRED AS PER S-101) RECORD (<35")
(AREA C - 2ND FLOOR) (COL LINE C TO 1'-88
TO 99, Q TO U-95 TO 99
ONLY)
VERTICAL CMU REINFORCING STEEL
DOWEL NOT PRESENT FROM LEVEL REMEDIA TE PER
008 06-22-05 BELOW @ COL LINE E-96.5, E-97.8, E-98 DIRECTION OF
(CELL ADJ TO E-98 POURED SOLID ENGINEER OF
WITH REINFORCEMENT) RECORD
(AREA C - 2ND FLOOR)
IN-PLACE CONDITION
VERTICAL 1'-1 REINFORCING STEEL ACCEPTABLE @ COL
DOWEL (#6 BAR) NOT PRESENT FROM LINE A-93, B-93
LEVEL BELOW @ COL LINE A-93 & B-93 REMEDIA TE I)ER (AWAITING
(#5 BARS IN PLACE FROM 1 ST FLOOR), DIRECTION OF CORRESI'ONDENCE
009 06-22-05 FROM ENGINEER OF 06-27-05
AND Q.1-95 (NO BAR OF ANY SIZE ENGINEER OF
PRESENT WITHIN W CELL OF HECORD RECORD); #6 BAR
PILASTER, #6 BAR IN E CELL) I)LACED INTO 2ND
(AREA C - 2ND FLOOR) FLOOR SLAB @ COL
L I L LINE Q.1-95 VIA I
DRILL/EPOXY
fils:l 2
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: \VELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION [ DATE;]
INSPECTED REINSPECTED
~'O MASONRY GROUT PLACED IN SINGLE --l
FULL-HEIGHT LIFT (8'-8"), AND GROUT
WAS VIBRATED ONLY ONCE
FOLLOWING INITIAL PLACEMENT REQUIRES APPROVAL
06-22-05 (REFERENCE ACI 530.1-02, PART 3.5- OF ENGINEER OF
RECONSOLIDATION OF GROUT RECORD
REQUIRED AFTER INITIAL WATER LOSS
AND SETTLEMENT HAS OCCURRED)
(AREA C - 2ND FLOOR)
ADDITIONAL "B"
P-l PILASTER MISPLACED APPR 24" TO REMICDIA TE PER BARS WITHIN 2N()
THE NORTH OF PLAN POSITION DIRECTION OF FLOOR SLAB
011 06-23-05 (ORIGINAL LOCATION COL LINE E-7) ENGINEER OF EXTENDED TO 06-27-05
(AREA A _1ST FLOOR) RECORD DEVELOP INTO
CURRENT P-l
POSITION
PILASTER DESIGNATION @ COL LINE #6 BARS PLACED
Q-77 & M-77 CHANGES FROM P-l ON 1ST REMEDIA TE PER INTO 2ND FLOOR SLAB
012 06-23-05 FLOOR TO P-2 DESIGNATION ON DIRECTION OF VIA DRILL/EPOXY 06-27-05
2N() FLOOR (BARS IN-PLACE FROM 1 ST ENGINEER OF WITHIN MISSING P-2
FLOOR ARE 2-#5 IN EACH LOCATION, RECORD REINFORCEMENT
RATHER THAN 4..#6) (AREA C - 2ND FLR) AREAS
PILASTER VERTICAL REINFORCING
STEEL WITHIN P-l @ COL LINE N.I-89 REQUIRES APPROVAL
013 06-24-05 CONSISTS OF 2-#5 BARS OF ENGINEER OF
(RATHER THAN 2-#6 BARS) RECORD
(AREA C -- 1 ST & 2ND FLOOR)
ADDITIONAL HORIZONTAL
REINFORCEMENT NOT BEING PLACED REQUIRES APPROVAL
014 06-24-05 ABOVE AND BELOW CMU OPENINGS AS OF ENGINEER OF
PER PROJECT SPECIFICATIONS RECORD
SECTION 04220, PART 3.03.C
liiEJ 3
tt:...,. .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
~EM DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED REINSPECTION DATE I
I
NO. INSPECTED REINSPECTED
-- I
LOCATION OF P-l PILASTER REMEDIATE PER 2-#6 BARS INSTALLED
015 06-25-05 MISPLACED FROM PLAN LOCATION DIRECTION OF INTO FOUNDATION @ 06_~
(APPR 8" S @ COL LINE A-I0 & B-I0) ENGINEER OF 1..5-39 (NOW CIP COL
~PR 16" W @ COL LINE L.5-39 & L.5-41) RECORD @ PLAN LOCATION)
#5 BARS PRESENT FROM LEVEL BELOW FULL-LENGTH #5 BAR
PLACED ALONG
IN P-l PILASTER LOCATIONS (#6 BARS REQUIRES APPROVAL WITH #6 BAR ABOVE I
016 06-25-05 DETAILED) @ COL LINE Q.I-86, N-85, N-82, OF ENGINEER OF 2ND FLOOR SLAB 06-27-05
P-82, N-73, P-73, N.2-13.8, Q.1-16, R.6-7 RECORD
(2ND FLOOR) ELEVATION
(AREA CONLY)
1-#5 BAR ONLY PRESENT FROM LEVEL REMEDIA TE PER #6 BARS INSTALLED
VIA DRILL/EPOXY
017 06-25-05 BELOW @ P-IPILASTER LOCATIONS DIRI~CTION OF INTO FLOOR SLAB IN 07-06-05
(2-#6 BARS DETAILED) ENGINEER OF BOTH REFERENCED
@ COL LINE N-39, Q.I-8 (2ND FLOOR) RECORD LOCATIONS
NO CLEAR COVER TO REINFORCING REQUIRES APPROVAL
018 06-25-05 STEEL BANDS WITHIN CIP COLUMN (C-4) OF ENGINEER OF
@ LINE S-26 (SW CORNER) & S-28 (NE RECORD
CORNER) (1sT FLOOR) m__
STD HOOK BARS HAVE NOT BEEN MK412 BARS PLACED
DETAILED IN SHOP DRAWINGS WITHIN REQUIRES APPRO V AI. WITHIN 2ND FLOOR
019 06-27-05 SLAB EDGE @ TWO SIDES OF ELEVATOR OF ENGINEER OF SLAB @ 18" OC 06-27-05
AREAS, AS WELL AS CB-I, CB-3, CB-4 RECORD ALONG REVERSE
(PARTIAL), CR-5, AND CB-6 (PARTIAL) SIDE OF ELEV A TOR I
CONCRETE BEAM AREAS (AREA A) 00_=1
COL CUT FROM BASE
TS COLUMN @ LINE F-95 APPR 4" OUT- REQUIRES APPROVAL PLATE AND REPOSI-
020 06-27-05 OF-PLUMB (LEANING TO WEST) OF ENGINEER OF TIONED UTILIZING
(1 ST FLOOR) RECORD W' ANGLE AS
SUPPORT ON 3 SIDES
IMPROPER ELECTRODES BEING USED REQUIRES APPROVAL E7018 ELECTRODES
021 06-27-05 I TO WELD TS COLUMNS TOGETHER (6011 OF ENGINEER OF USED TO WELD TS 07-28-05
BEING UTILIZED, E70XX SERIES RECORD COLUMNS WITHIN
I SPECIFIED - SEE SHEET S-1 01 ) AREA A 3RD FLOOR
~ 4
,.. C!" .,
. t!!.~1I ,~
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I REIl~~~i~TED I
INSPECTED
I MANY CMU CELLS NOT COMPLETELY i
I I FILLED WITH MASONRY GROUT:
COL LINE B-13,H-3,N.9-4,N.9-5,Q.I-8,R-13.1, REMEDlATE PER
Q. 9-16,T -12, T.5-12,U-12,U.5-12,H.5-22,J-22, DIRECTION OF
022 07-05-05 K-22,P .1-22,Q-26,H.4-40,S.2-40.8,N -67 ,H.4-67, ENGINEER OF
H.4-68,P-68,S-77 ,R.2-89,J-88,F -96.5,A.8-89, RECORD
A-96 (I ST FLOOR); AND
COL LINE A.I-98,G-92,U-97.3,R.5-82,R.8-82,
S.5-82,T-82,K-77,N-67 (2ND FLOOR)
MANY CMU WALLS REINFORCED @ REQUIRES APPRO V AL
023 07-05-05 48" OC, RATHER THAN 32" OC AS PER OF ENGINEER OF
I I S-212, DETAIL 3 (W-l DESIGNATION FOR RECORD
I--- I INTERIOR 1 ST FLOOR AREAS) (AREA C)
TYPICAL CMU SILL REINFORCEMENT REQUIRES APPROVAL
024 07-05-05 (2-#5 BARS) NOT PLACED BENEATH AIR OF ENGINEER OF
HANDLER OPENINGS IN ANY LOCATION RECORD
CIP COLUMN @ LINE S.2-84 APPR 2" OUT- REQUIRES APPROVAL
025 07-06-05 OF-PLUMB (LEANING TO NORTH) OF ENGINEER OF
(1 ST FLOOR) RECORD
CIP COLUMN APPR I" OUT-OF-PLUMB @
LINE S.2-28 (LEANING TO NORTH),
S.2-33 (LEANING TO SOUTH), REQUIRES APPROVAL
026 07-08-05 S.2-70 (LEANING TO NORTH); OF ENGINEER OF
APPR 1.25" OUT-OF-PLUMB @ RECORD
LINE S.2-37 (LEANING TO NORTH)
(1 ST FLOOR)
KO-l BOND BEAM REINFORCING STEEL REQUIRES APPROVAL
027 07-11-05 NOT PRESENT @ COL LINE A TO C-89, OF ENGINEER OF
C-88 TO 89, U-96.2 TO 99 RECORD
(3RD FLOOR SLAB ELEVATION)
ADDITIONAL "A" BARS NOT PRESENT REQUIRES APPROVAL
, 028 07-11-05 WITHIN FLOOR SLAB @ OF ENGINEER OF I I
L COL LINE 1'1 TO 0-96 (3RD FLOOR) RECORD I
l1iB1 5
tt:...,. .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
[1EM I DATE C I ACTION REQUIRED ] REINSPECTION I REI~~~~:TE~
NO. INSPECTED DESCRIPTION OF DEFICIENCY
~1I-05 BANDS PLACED @ 6" OC TYPICAL REQUIRES APPROVAL
WITHIN CB-2 BEAMS @ COL LINE S.2-68 OF ENGINEER OF
TO 70, U.I-94 TO 96.2, RATHER THAN AS RECORD
PER S-301, DETAIL 2 (3RD FLOOR)
CIP COLUMN @ LINE S.2-19 OFFSET APPR REQUIRES APPROVAL
030 07-13-05 2" S OF PLAN LOCATION OF ENGINEER OF
(151 AND 2ND FLOOR) RECORD
SEVERAL CMU WALLS ON 2ND FLOOR ~--
OFFSET FROM 1ST FLOOR LOCATIONS
(APPR OFFSET AND DIRECTION LISTED):
COL LINE T-31 (1.625" TO NORTH),
COL LINE T-22 (0.875" TO NORTH),
COL LINE F-2 (0.625" TO EAST), REQUIRES APPROVAL
031 07-14-05 COL LINE H-l (0.625" TO EAST), OF ENGINEER OF
COL LINE L..2 (0.75" TO EAST), RECORD
COL LINE V..90 (0.50" TO NORTH),
COL LINE T.82 (0.625 TO SOUTH),
COL LINE T-73 (1.0" TO SOUTH),
COL LINE G.8-82 (0.50" TO NORTH),
COL LINE H-99 (1.0" TO WEST),
COL LINE U..35 (1.125" TO SOUTH)
END OF CB-l BEAM @ COL LINE 1..5-68
NOT BEARING ON CMU/P-l PILASTER REQUIRES APPRO V AL
032 07-27-05 (CMU PLACED FULL-HEIGHT) OF ENGINEER OF
2 #5xI0' BARS PLACED (5' IN BEAM, 5' IN RECORD
SLAB) TO PROVIDE DEVELOPMENT
BOTTOM REINFORCING STEEL PLACED
~li 12" OC WITHIN COL LINE R TO U-90 TO REQUIRES APPROVAL
033 07-27-05 96, R TO U-96 TO 98 (DETAILED @ 10" OC OF ENGINEER OF
WITHIN THESE AREAS) RECORD
(AREA C - 4TH FLOOR)
~ 6
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..'It!~. .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCR1PTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DA TE C DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] I DATE I
INSPECTED j REINSPECTION I REINSPI~CTED I
BOTTOM REINFORCING STEEL I
PLACED @ 10" OC WITHIN REQUIRES APPROV AL
034 07-27-05 COL LINE M TO Q-82 TO 86 OF ENGINEER OF
(DETAILED @ 9'" OC WITHIN THIS AREA) HECORD
(AREA C - 4TH FLOOR)
CB-6 BEAM CONTAINS NO BANDS @3"
OC @ N END (COL LINE N-85)
7 BANDS @ 6" OC AND MID-BEAM BANDS REQUIRES APPROVAL
035 07-27-05 (Ii] 12" OC IN-PLACE (S END OF BEAM OF ENGINEER OF
I CONSTRUCTED AS PER PROJECT RECORD
I DOCUMENTS)
I (AREA C - 4TH FLOOR)
5000 PSI CONCRETE (MIX CODE 1156016)
PLACED WITHIN CMU CELLS @ COL REQUIRES APPROVAL
036 07..27-05 LINE H.5-66 TO 68, H.5 TO S.2-66, OF ENGINEER OF
N-66 TO 68 DURING PLACEMENT OF RECORD
FLOOR SLAB {AREA C - 3RD FLOOR)
PRECAST LINTEL @ COL LINE R.2-16 2 #6 REINFORCING
BARS PLACED INTO
FOUND TO BE CRACKED ON BOTTOM REQUIRES APPROVAL LINTEL FOR
037 07-28-05 (CENTER, EAST TO WEST END) AND SIDE OF ENGINEER OF ADDITIONAL 07..28-05
I (NE CORNER, TOP, APPR 24" IN LENGTH) RECORD STRENGTH(RATHER I
t38 ~ (AREA A, 3'" FLOOR) THAN #5 BARS)
2 #5 BARS SUBSTITUED FOR 1 #6 BAR REQUIRES APPROVAL
WITHIN EACH CELL IN P-l LOCATIONS
07-28-05 @ COL LINE R.6-7, Q.I-8, N.3-13.5 OF ENGINEER OF
(AREA A, 3RD FLOOR) RECORD
~ 7
...~.
. ~W1.,~
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I DATE
INSPECTED REINSPECTED
I I CMU DOWN CELLS FOUND TO NOT BE
COMPLETEL Y FILLED WITH GROUT
WITHIN AREA C: COL LINE Q.I-93,F- REMEDIA TE PER
039 OS-OS-OS 96.9,A-91,H.2-79 (I ST FLOOR); DIRECTION OF
COL LINE B-89.2,J-S2 (2ND FLOOR); ENGINEER OF
COL LINE E-97.5,B.8-9S,B-S9.2,L.9-S5,J-S5, RECORD
H.2-S4,H -84,J-68,N -67 ,HA-66.5,HA-67 .5,
N-66.2,P-66,S.I-66 (3RD FLOOR)
VERTICAL #6 REINFORCING BARS NOT
PRESENT WITHIN P-I LOCATION @ COL REQUIRES API)ROV AL
LINE L.5-66 (31w FLOOR), 1 #5 BAR I
040 OS-08-05 PLACED INTO 4111 FLOOR SLAB (WITHIN OF ENGINEER OF
EAST HALF OF P-I LOCATION) AS RECORD
EXTENSION/SPLICE FOR LEVEL ABOVE
HORIZONTAL REINFORCING BARS NOT REMEDIATE PER
041 OS-OS-OS PRESENT WITHIN SILL AREA OF CMU DIRF:CTION OF
OPENING @ COL LINE HA-67 (2ND FLOOR) ENGINEER OF
AND HA-40 (3RD FLOOR) RECORD
CONCRETE NOT YET PLACED WITHIN
SILL AREAS (CMU) @ COL LINE HA-67, REQUIRES APPROVAL
042 08-08-05 N.5-66 (3RD FLOOR), N.1-66 (4TH FLOOR), AS OF ENGINEER OF
WELL AS ALL AIR HANDLER OPENING UECORD
AREAS
""-
IMPROI'EU GUOUT MIX REQUIRES APPROVAL
043 08-11-05 (1289966 -- 4000 ACGUT) OF ENGINEEU OF
PLACED WITHIN eMU DOWN CELLS @ UECORD
COL LINE C-8 TO 13.7 (4TH FLOOR)
#5x5' STRAIGHT BAR
ADDITIONAL REINFORCING BARS NOT PLACED @ 24" OC
PLACED WITHIN ROOF SLAB REQUIRES APPROVAL WITHIN AREA A
I 044 I 08-16-05 (AREA A OR AREA C) OF ENGINEER OF ONLY (AS PER 08-17-05
RECOUD CONVERSATION
I AS PER SHEET S251, S252 - NOTE 14 WITH ENGINEER OF I
I I
I i RECORD)
~ 8
... ~ II
. " tt:.~.,:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: 'VELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
I IT~ DATE C I ACTION REQUIRED J REINSPECTION I REI~~~~TED I
NO. INSPECTED DESCRIPTION OF DEFICIENCY
----~-_.."_._-
CMU DOWN CELLS FOUND TO NOT BE REMEDlATE PER
COMPLETELY FILLED WITH GROUT
045 08-16-05 WITHIN AREA C: DlRE:CTION OF
COL LINE F-96.6, H.9-82, H.7-75, M.7-73, L.5- ENGINEER OF
66, N-66 (4TH FLOOR) RECORD
, ----------
~ 9
ftl!.!A.1
11!.~. .,:
Build On
Engineering 0> Consulting 0> Testing
August24,2005
Mr. Todd Morley - Chief Bldg. Official
City of Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Summary of Special (Threshold) Inspection Services
Residence Inn - Cape Canaveral, Florida
PSI Project No. 761-50044, Report #4 and #5, (Progress Report # 2)
Dear Mr. Morley:
Professional Service Industries, Inc (PSI) is performing special inspection services for the Residence Inn
project located in Cape Canaveral, Florida. This report is intended to summarize the status of our
inspection services performed between June 3, 2005 and July 28, 2005.
As construction has progressed within the structure PSI representatives have performed a series of
inspections in accordance with the project's Special Inspection Plan. These services through the above
referenced dates have included Section A wall (15\ 2nd and 3rd floors), Section C wall (2nd and 3rd floors),
Section A columns (1st and 2nd floor), Section C columns (15\ 2nd and 3rd floors), Section A slab (2nd and
3rd floors) and Section C slab (3rd and 4th floors).
As deficiencies are discovered within the course of our inspections and observations, the contractor will
be immediately notified so that corrective action may be performed. Any deficiencies not immediately
corrected are entered into a running "punch-list" of non-conforming items. A current punch-list is attached
for your review. PSI will maintain and update this punch-list as deficiencies are discovered, corrective
actions are taken and re-inspections are performed. As of this date, forty-five (45) items need to be
addressed.
We trust that this summary of our services during this time period is complete and sufficient for your
needs. If you have any questions, please do not hesitate to call.
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES, INC.
/::;? pi? ~ J:;?
7:/ ;/ K...-/
~. v....-/~.
o 5"'-
c:> '.2. c...":'
Rod Fruland, P.E.
Senior Engineer
Constn:ction Services
Florida Registration #27667
Special Inspector Reg. #85
Attacnments: Inspection reports
Punch-list
Xc: A 1 A Acquisition Group, Roger Dobson
WELBRO Building Corp, Chris Cortellini
R L. Plowfield & Associates, Chris Scroggins
Powell Design Group, Ron Brown
BB & T, Ron Barley
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, lTD., llP PROJECT: Residence Inn - Cape Canaveral, Fl
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, Fl32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/1/2005 TECHNICIAN: M Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN lOCATION: Section "A" CMU walls (including pilasters). column line A - P & 1 - 14
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s) RFI:
structural drawings S-223, S-30 1 nla, 1,3,5 RFI:
Dated: 3/23/05 S-302 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (18 - 30" in-place; 30" minimum required). #4-4" bars
placed @ bottom of cell where splice noted as less than 26". Several P-1 vertical reinforcing steel bars exhibit insufficient splice length (33 - 35" in-place:
36" minimum required). Full-length #5 bars placed within cells where splice noted as less than 35"
REINSPECTION REQUIRED:
REMARKS:
NOTES Contractor is responsible for scheduling any necessary re1nspection after ".,pledial work is performed.
Tests may not be reproduced, exceplln full, without written penmission from Profes,.unal Service Industres, Inc.
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~ - ~~ ~
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, Fl32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group. LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/6/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEV A TION: 2nd floor
Foundation PLAN LOCATION: Section "C", Columns line S.1-68, S.2-70. S.2-75, S 1-77, S2-79, S2-84, S.1-86, U.1-94, U-96
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawings S-212 2 RFI:
Dated: 3/23/05 S-223 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Approximately 112" clear cover to bottom two bands, approximate 1" clear cover to third band and sufficient clear cover noted to
remainder of bands (E side) within column S2-84.
REINSPECTION REQUIRED: Yes
REMARKS: Remainder of above-referenced columns were field-adjusted to allow substantial accordance with the project specification for
clear cover (1.5")
NOTES: Contractor IS responsible for scheduling any necessary reinspection after re,medial work IS performed.
Tests may not be reproduced, except in full. without written permission from Professional Ser,'ce Industries, Inc.
________~_____ __ _____~~__ _____~__p_iIg_e..1Jl..f.1..:l~
Professional Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax :;;;7/304-5~~;- ~ ~ ~-,~,~
FL Engineering Business 3684
Build On
Engineering" Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn Roger Dobson
DATE: 71712005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION Section "A", CMU walls (including pilasters), column line Q - V & 1 - 16 and H.3 - T & 17 - 41
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawings S-223, S-301 n/a.3 RFI:
Dated: 3/23/05 S-302 1,3,5 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED:
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (26 to 30" in-place: minimum 30" required) No additional
bars were added (no splice found to be less than 26"). Some P-1 vertical reinforcing steel bars exhibit Insufficient splice length (33 to 36" in-place: minimum
36" required). Full-length #5 bars placed within cells where splice noted as less than 35". Additionally three (3) cells were not filled due to insufficient
grout quantity (approximately column line L-41 ).
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for SCheduling any necessary reinspectlon afoer remedial work is performed
Test,; may not be reproduced, except In full, without written permission from Professional Service Industries. Inc
~________~.~.__.._.._..___..__~.~__......__~.._................_......._~e 3 of 1~_ ......_ ___ ....___.____
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering OJ Consulting OJ Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A AcqUisition Group. LTD.. LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/11/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "C" floor slab
Wall
Column
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101. S-233 Detail(s): RFI:
structural drawings S-30 1 1,2 RFI:
Dated: 3/23/05 S-302. S-303 9. 10: 4. 5. 6. 7. 8. 9 10. 12 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper gnade of bars X
X Proper quantity. spacing. & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: 3'8" candy cane bars (MK412) placed @ approx. 18" OC into beam areas @ column line L3 & 66 - 68. A - B & 93. N & 85 - 86, and
two side of elevator (R & 86 - 89 and Q - R & 89). KO-1 reinforcing steel not present at line A - C & 89. C & 88 - 89 and U & 96.2 - 99 (3rd floor slab elev.)
Additional "A" bars not present within floor slab at line N - Q & 96. Bands placed at 6" OC typical within CB-2 beams at line S.2 & 68 - 70. U.1 & 94 - 962,
rather than as per S-301. detail 2.
REINSPECTION REQUIRED:
REMARKS:
NOTES: Contractor is responsible for schedullOg any necessary reinspection after remedial work is performed.
Tests may not be reproduced. except in full, without wntten permission from ProfeSSional Ser "ce Industries, Inc
4 of 14
Professional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, L TD. LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
A/tn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION Section "A", Columns, line U-7. U 1-9, S.1-16, S.2-19, S.2-24, S.1-26, S.2-28, S.2-33, S.1-35, S.2-37
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawings S-212 2 RFI:
Dated: 3/23/05 S-221 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: Column S.2-19 offset approximately 2" south of plan location (1 st and 2nd fj()Or).
NOTES: Contractor is responSible for scheduling any necessary reinspectlun 3fter remedial work is performed.
Tests may not be reproduced. except In full, without written permiSSion frum Professional Service Industries, Inc
~-~,--,-"'~"'~- --------"'~""-,,-,-- _._.~,- Page 5 _o~~____ .. .__________ ___~______ ~-,,-,---,-----
Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560. Fax 407/304.5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A AcquIsition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION 3rd floor
Foundation PLAN LOCATION: Section "A", CMU walls (including pilasters) line A - J & 88 - 99
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s) RFI:
structural drawings S-233, S-301 nla, 3 RFI:
Dated: 3/23/05 S-302 1,3,5 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full. without written permission from Professional Service Industries. Inc.
14
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A AcquiSilion Group LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlanlic Avenue REPORT NO: 5
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/19/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "C". Columns: S.1-68, S.2-70, S.2-75, S 1-77. S 2-79, S.2-84, S.1-86. U.1-94, U-96
Wall
X Column
Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawinqs S-212 2 RFI:
Dated: 3/23/05 S-233 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED:
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength venfled
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECT10N REQUIRED:
REMARKS:
NOTES: Contractor responsible for scheduling any necessary reinspection after remedial work oerformed
Tests may not be r,'r' '1uced, except in full, without 'Mitten permission from Professional Ser/ice Industries, Inc,
-~,---"-~----~-"-"""""-,~--,- Pa"g.e 7 of 14 _"""m_"_'_'''~'''''~,_.__,_,~",,_ """""""" m....._.___,_,___ "_"",,,,_ _,_,_,___
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
· Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A lA Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/20/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION 3rd floor
Foundation PLAN LOCA TION' Section "A" floor slab
Wall
Column
X Floor Slab
5tair
Other
CRITERIA UTILIZED A5 INSPECTION REFERENCE:
Structural Plans: 5heet(s): 5-101,5-231 Detail(s): RFI:
structural drawings 5-301 1,2 RFI:
Dated: 3/23/05 5-302, 5-303 9,10; 4,5,6, 7,8,9,10,12 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: Standard hook reinforcing bars have not been detailed in shop drawings within slab edge at two sides of elevator ar'Oa. as well as CB-1, CB-3
and CB-4 (partial) beam locations Candy cane bars (3'8" - MK412) were installed 10 these locations at 18" OC p'O' insp'Octors request. Balcony
slab was constructed within line 52 - T & 33 - 37 as per 5-241 (not detailed within structural drawings in this location unit! 4th floor).
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performej
Tests may not be reproduced, except full, without written permission from Professional Service Industries
---,-,~""""-,-~~---"'--~--"- ~!L!j_'2LH~__. ...._~_~.. ... ._.__..__.____ ______._____
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/21/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "C" CMU walls (including pilasters). line L - V & 86 - 99, G.8 - N & 84 - 86
X Wall
Column
Floor Siab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5-101, S-212 Detail(s): RFI:
structural drawings 5-233,5-301 nla, 3 RFI:
Dated: 3/23/05 5-302 1.3,5 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: #6 and full-length #5 bars placed within P-1 pilaster location at N.3-89 (#5 bars extended upward from previous level)
NOTES. Contractor is responsible for scheduling any necessary reinspeCtlon after remedial w-:;rk is performed.
Tests may not be reproduced, except in full, without wfltten permission from Professional Ser".ce Industries, Inc
--~--,",--~,---,~,---~~-~,--,-,-,-",-",~ ...__.__.~ilge 9 of 14 --~"''''-,-''''''''-,- "'''''''''.'''''--.'''.'''''''''.-.'''.- '" _._._-,----,-,~,-,_...,,-,,-"'-,-'''''''''
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, L TO, LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/22/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION 3rd floor
Foundation PLAN LOCATION: Section "cn, CMU walls (Including pilasters), line G.8 - T & 70 - 82
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawings S-233, S-301 nla, 3 RFI:
Dated 3/23/05 S-302 1,3,5 RFI:
CONDITIONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS: Masonry contractor should be reminded to center reinforcing steel within cells following placement and consolidation of grout.
NOTES: Contractor is responsible for scheduling any necessary"," spection after remedial work IS periormed.
Tests may not be reproduced. except in full, without written perm:s,.."n from Professional Service IniJustnes, Inc.
___~___ .__._____...._._..._....._........~__.._................~.~.....1001 : 4 ~~""""~,,-"'-,,~''''''~'''-,,~'''-,-'''''''-,~,-,,_..,_..._,------,- ---,---_.-
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304.5561
FL Engineering Business 3684
Build On
Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD.. LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 7/27/2005 TECHNICIAN: M. Odom
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 3rd floor
Foundation PLAN LOCATION: Section "A", CMU walls (including pilasters), line A - G & 1 - 14
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI
structural drawings S-231, S-301 n/a, 3 RFI
Dated: 3/23/05 S-302 1,3,5 RFI
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES: Contractor is responsible for sche(juling any necessary relnspection after remedial work is performed.
Tests may not be reproduced. except In full. without written permiSSion from Professional Service Industries, Inc.
~"'~ "___'_"""~~_____~_~,__""_~_____~__,~,~""""'_"_ ~Y~.M.1.1 of 14 "mw_,^,_... ~"_w,,w'm_'_'_~,~..,_ ~'m"" ".m.." """ """ """"''''''._."
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
.. Consulting .. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group L TO" LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 4th floor
Foundation PLAN LOCATION: Section "C" floor slab
Wall
Column
v Floor Slab
^ -,
Stair
Other
CRITERiA UTiliZED AS iNSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-242 Detail(s): RFI:
structural drawings S-301 1,2 RFI:
Dated: 3/23/05 S-302, S-303 9, 10; 4, 5, 6, 7, 8, 9, 10, 12 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength venfled
Concrete consolidated during placement
Other:
DEFICIENCIES: Bottom reinfocing steel placed at 12" OC in-place within line R" U & 90 - 96 and R - U & 96 - 98 (detailed at 10" OC in these areas),
Bottom reinforcing steel placed at 10" OC In-place within line M - Q & 82 - 86 (detailed at 9" OC in this area), Three bands at 3" OC not placed at N. end of CB-6
beam (line N-85); seven bands at 6" OC and mid-beam bands at 12" OC in-place (bands at S, end of beam placed as detailed),
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor responsible for scheduling any necessary reinspection after remedial work IS performed.
Tests may not ()e re:cclduced, except in full, without wntten permission from Professional Serllce Industries, Inc
Professional Service Industries, Inc,' 1748 33rd Street- Orlando, FL 32839 - Phone 407/304-5560 - Fax 407/304-5561
FL Engineenng BUSiness 3684
Build On
" Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1A Acquisition Group, L TO" LLP PROJECT Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO 5
Cocoa Beach, FL 32931 PROJECT NO 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION Section "A", CMU walls (includinCj pilasters) column line H to P & 1 - 135 and Q - V & 1 - 13
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101, S-212 Detail(s): RFI:
structural drawinqs S-231. S-301 nla, 3 RFI
Dated 3/23/05 S-302 1,3,5 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Two #5 bars placed instead of one #6 bar within each cell of P-110cations @ line R6 & 7, Q,1 & 8, N,3 & 13,5 (bars only extend to allow
approximately 30" splice for upper elevations),
REINSPECTION REQUIRED:
REMARKS:
-
NOTES: Contractor is responsible for SCheduling any necessary reinspect!on after remedial work IS performed
Tests may not be reproduced, except !n full, without written permission from Professional Service Industries, Inc
Professional Service Industnes, Inc,. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560' Fax 407/304-5561
FL Engineering BUSiness 3684
Build On
" Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, L TO, LLP PROJECT: ReSidence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 5
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn Roger Dobson
DATE: M
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "A", Columns: U-7, U.1-9, S 1-16, S.2-19, S2-24, S.1-26, S.2-28, S2-33. S 1-35, S.2-37
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101 Detail(s): RFI:
structural drawings S-212 2 RFI:
Dated: 3/23105 S-231 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES:
REINSPECTION REQUIRED:
REMARKS:
NOTES Contractor is responsible for Scheduling any necessary re!nspection alter remedial work IS performed.
Tests may not be reproduced, except In lull. without written permiSSion from Prolesslonal Service Industries, Inc.
Professional Service Industries, Ine. 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 Fax 407/304-5561
FL Engineering Business 3684
Engineering. Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A1AAcquisition Group, LTD. LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
DATE: 6/3/2005 TECHNICIAN: S. Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION 9'4"
Foundation PLAN LOCATION: 1st floor walls - section "C", lines E, L - V, 85 - 99
X Wall Section "A" floor slab
Column
X Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s) 5213 Detail(s): RFI:
PDG S302, 5301 1 - 11, 2. 3 RFI:
Dated: 3-23-05 S212 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X ='"..~~."
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
X Other: wire mesh - floor slab X
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS: Line E vertical bars previously missing on 5/27/05 have been placed
NOTES: Contractor is responsible for scheduling any necessary relnspection after remedial work is p"riUfin.,d
Tests may not be reproduced. except in full, without written permission from Professional Service IndlJSlfib Inc
~~~-"'-~--~~-----,-"-"~--,---,~-,._"--,--"--~-,- .e.<lile 1 of 9~__ .. _~_______ .... ..-.. -. .-.--------,---,--.-"'-.-. ,....
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
/Engineering · Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral. FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Altn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 9' 4"
Foundation PLAN LOCATION 1 st floor walls, Section "C", lines 66 - 85, F - V
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5213 Detail(s): RFI:
PDG S302, S301 1 - 11, 2 - 3 RFI:
Dated: 3/23/05 S212 3 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS: Section "C" complete to elevation 9' 4".
NOTES: Contractor IS responsible for scheduling any necessary relnspectlon after remedial work IS performed
Tests may not be reproduced, except ,n full, without written permiSSion from Professional Servic"'C Industnes Ine
~--~-~_._--,_.~~~,_._~____._._..~..._~,_..eaga2.0L9_~_", ^^-^~_._.~"'~ ~"''''-''''''''''''''''---,-,--,-,-
Professional Service Industries. Ine.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTiON
TESTED FOR: A 1A Acquisition Group, L TO,. LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "A". walls, lines A - U & 1 - 14. L & 1 - 8.25. P & 1 - 7. R & 1 - 7,
X Wall Section "C". 1st floor columns. line S,25 @! 68. 70. 75, 77, 79,84 & 86. also line U2 @ 94 and 96
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s) S211.8213 Detail(s): RFI
PDG 2. 3 RFI
Dated 3/23/05 RFI
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity. spacing. & layout __ X ..
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified 6/10 X
X Concrete consolidated during placement 6/10 X
Other:
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES Contractor IS responsible for scheduling any neCbSdr, '8inspection after remedial work '5 performed,
Tests mdy not be reproduced, except in full, without wrrtt8n P8C'riSSIOn from ProfeSSional Service Inrlustries, Inc,
ProfeSSional Service Industries, Inc' 1748 33rd Street. Orlando, FL 32839" Phone 407/304-5560' Fax 407/304-6561
FL Engineerrng BUSiness 3684
Engineering" Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A lA Acquisition Group, L TD, LLP PROJECT: Residence Inn. Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761.50044
Alln: Roger Dobson
DATE: 6/14 & 6/15 TECHNICIAN: S. Corrigan
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 109' 4"
Foundation PLAN LOCATION: Section "A", 1st floor walls, lines 1 ,,41 and H - V
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S211 Detail(s): RFI:
POG S212 3&2 RFI:
Dated: 3/23/05 S302, S301 1,2,3" 3 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing --
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
DEFICIENCIES:
.-
REINSPECTION REQUIRED: No
REMARKS: --
~~
~-
NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed.
Tests may not be reproduced, except in full, without written permission from Professional Service Industnes, Inc.
_.~--~~_...__.____~.~_..__.._~~_._.___._~_.~__~f 9 ~ -^~,-,. _~'_'^'~'~"_'___'__"m"
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
On
.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
:DFOR: AlA AcqUlsltlcn Group, L TO., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 AtlantlcJ\venue REPORT NO: 4
Cocoa Beach. FL 32931 PROJECT NO: 761-50044
Attn: Roger Dctrson
REINFORCING STEEL PLACEMENT
::;TURAL ELEMENT
Foundation PLAN LOCATION: Section ..C', 2nd floor slab
Wall
Column
X Floor Slab
Stair
Other
RIA UTILIZED AS INSPECTION REFERENCE:
lral Plans: Sheet(s): 5223 Oetail(s): 1 RFI
S301, S303 1. all RFI
3/23/05 S304 1,5,6.7.9. 11 RFI
OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity. spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified X
X Concrete consolidated during placement X
Other:
IENCIES: Wrong length hook bars used on perimeter lines A - K & 88 - 99.
PECTION REQUIRED: Yes
::tKS: Request for rnforrnation on above deficiency.
NOTES: ConU d' 'Dr is responsible for scheduling any necessary reinspection after reme,jlai work is performed.
Tests may reproduced, except in full, without 'Mitten permission from Professional Sef'/Ice Industries, Inc.
Professional Service Industries. Inc -1748 33rd Street- Orlando. FL 32839. Phone 407/304-5560' 407/304-5561
FL Engineering Business 3684
.. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 AtlantiC Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation PLAN LOCATION: Section "A", 1st floor columns: J7, J9, S.2 @ 16 19.24.26,28,33,35 & 37
Wall
X Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5211 Detail(s): RFI:
PDG S212 2 RFI:
Dated: 3/23/05 RFI:
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions DefiCiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
X Concrete strength verified 6/21/05 X
X Concrete consolidated during placement 6/21/05 X
Other
DEFICIENCIES:
REINSPECTION REQUIRED: No
REMARKS:
NOTES' Contractor is responsible for scheduling any necessary reinspection after remedia' 's performed
Tests may not be reproduced, except in fuil, without written permission from Professional Sc'rf"le Industries, Inc.
ProfeSSional Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
. Consulting" Testing
REPORT OF REINFORCED CONCRETE INSPECTION
"TESTED FOR A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 AtlantiC Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION Section "C", line C - P & 88 - 99, Q - U & 95 - 99 including pilasters
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): 5-101, $-212, Detail(s): RFI:
structural drawings S-223, S-301 n/a, 3 RFI
Dated: 3/23/05 S-302 1,3,5 RFI
CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bans X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (11" to 30" in-place; 30" minimum required). #4-4' bars
placed @ bottom of cell where splice noted as less than 26". Several P-1 vertical reinforcing steel bars exhibit insufficient splice length (27" to 36"
in-place; 36" minimum required). Full-length #5 bars placed within cells where splice noted as less than 35". Spacing of CMU vertical reinforcing steel
noted to range from 16" to 56" oc. (two locations only @ 56" oc .. column line G-94, J-91 ). No #6 bar located from previous level @ P-1 (column line Q.1-95).
REINSPECTION REQUIRED:
REMARKS:
NOTES. Contractor is responsible for scheduling any necessary reinspection aile' remedial work is performed.
Tests may not be reproduced, except in full. Wllhcut written permission from ProfsSSlonal Service Industries Inc.
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Englneerrng Business 3684
.. Consulting.. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A lA Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Atln Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT
Foundation
Wall
Column
X Fioor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s): S-101. S-221 Detail(s): RFI
structural drawings S-301 1,2 RFI
Dated: 3/23/05 S-302, S-303 9. 10,4,5,6,7,8,910, 12 RFI
I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
DEFICIENCIES: Standard hook reinforcing bars have not been detailed in shop drawings within slab edge at two sides of elevator area, as well as CB-l,
CB-3 and CB-4 (partial) beam locations.
REINSPECTION REQUIRED: Yes
REMARKS: Candy cane bars (3'8" - MK412) were installed at re'Jerse side of elevator at 18" OC per Inspectors request.
Hook bars were installed via drill/epoxy into iwriei 3t)(lVe elevator opening at 24" OC as per sketch SK-21 prior to placement of flou slab.
NOTES. Contractor is responsible for any necessary reinspection after remedial work is performed.
Tests may not be reproduced. except in wdhout written penmlsslon from ProfeSSional Service Industries. Inc.
ProfeSSional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering BUSiness 3684
Build On
Engineering · Consulting. Testing
REPORT OF REINFORCED CONCRETE INSPECTION
TESTED FOR: A 1 A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL
3425 Atlantic Avenue REPORT NO: 4
Cocoa Beach, FL 32931 PROJECT NO: 761-50044
Attn: Roger Dobson
REINFORCING STEEL PLACEMENT
STRUCTURAL ELEMENT ELEVATION: 2nd floor
Foundation PLAN LOCATION Section "C" CMU walls (including pilasters), line G.9 - T & 66 - 85, Q - V & 86 - 94.9
X Wall
Column
Floor Slab
Stair
Other
CRITERIA UTILIZED AS INSPECTION REFERENCE:
Structural Plans: Sheet(s) 5-101.5-212 Detail(s): RFI:
structural drawings S-223, S-301 n/a, 3 RFI:
Dated: 3/23/05 S-302 1,3,5 RFI:
CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions DeficienCies
X Proper sizing X
X Proper grade of bars X
X Proper quantity, spacing, & layout X
X Proper splice lengths & splice locations X
X Proper chairing and concrete cover X
X Proper securement of reinforcing X
Proper layout of post tensioning cables
Proper drape of post tensioning tendons
Proper sheathing and anchor reinforcing
Concrete strength verified
Concrete consolidated during placement
Other:
DEFICIENCIES: Many CMU vertical reinforcing steel bars exhibit insufficient splice length (18 to 30" in-place; minimum 30" required), #4-4' bars placed
@ bottom of cell where splice noted as less than 26". Several P-1 vertical reinforcing steel bars exhibit insufficient splice length (27 to 36" in-place; minimum
36" required). Full-length #5 bars placed within cells where splice noted as less than 35".
REINSPECTION REQUIRED: Yes
REMARKS:
NOTES: Contractor is responsible for scheduling any necessary reinspectlon after remedial work is pH'ormed
Tests may not be reproduced, except In full, without written permission from Professional Service Indv,tries, Inc
---~._.__._---------~._-------~~_.._~____..h9.tlJ2Lil~__~.____,"""'_""'_,_,__~~"_,.,_"_"'_""",..,__ """^ ^~ ^^^^^-
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
~ ] ,------1
ITEM DATE , DATE
i NO. ! INSPECTED 1= DESCRIPTION OF DEFICIENCY I AC nON REQUIRED REINSPECTION I RFINSPFC~
TOI' GRADE BEAM REINFORCING STEEL REMEDIATE PER ADDITIONAL 04-26-05/
001 04-19-05 BARS DO NOT MATCH WITHIN GB-3/GB-7 DIRJ~CTION OF REINFORCING STEEL 04-29-05
TRANSITION AREAS @ COL LINE E, R, ENGINEER OF ADDED PER .':' ,
AND P (BOTH ENDS OF BLDG) RECORD (RFI #034) REFERENCIW RFI (COMPLli, I Ii,)
SEVERAL AUGERCAST PILES LIE REMEDIA TE PER AREAS REFERENCED 04-26-05/
002 04-19-05 OUTSIDE TOLERANCES STATED FOR DIRl~CTION OF REMEDIATED PER 05-16-0'i
ENGINEER OF ,-
LOCATION (#1244, 1248, 1258, 1414) RECORD (RFI #035) REFERENCED RFI (COMPLETE)
PILE FOUND TO BE MISSING (NO SURVEY R~~~~~~~~~ ~~R AREAS RI<~FERENCED 05-16-05
003 05-02-05 MARKER IN-PLACE) _ PILE #1264 ENGINEER OF REMEDIA TEp PER (COMPLETE)
RECORD (RFI #045) REFERENCED RFI
HOOK BARS DETAILED @ BALCONY
AREAS ARE Al)I'R ~' LONG IN-PLAC~, REQUIRES APPROV At.
004 06-17-05 RATHER THAN 10 IN LENGTH - SEE OF ENGINEER OF
RINKER SHOP ORA WINGS, BAR MARK IlECORD
MK507 (COL LINE A TO L-88 TO 99-
AREA C - 2ND FLOOR)
SEVERAL CMu/PILASTER REINJi'ORCING P-l REMOVED TO
STEEL BARS NOT CENTERED WITHIN REQUIRES APPROVAL ELEV 4 COURSES i
005 06-22-05 CELLS UPON COMPLETION OF GROUT OF ENGINEER OF ABOVE SLAB AND 06-27-05
PLACEMENT - RESTING ON CMU WEB IlECORD REPLACED @ COL
(AREA C - 2ND FLOOR) LINE L-89
ADDITIONAL #4 - 4'
, BAR PLACED
VF..RTICAL CMU REINFORCING STEEL LOOSEL Y WITHIN
BARS EXHIBIT INSUFFICIENT SPLICE REMEDIA TE PER BOTTOM OF CELL IN
006 06-22-05 LENGTH FROM LEVEl: BEL?,W n.IR~CTION OF AREAS NOTED AS 06-22-05
I \~NGE IN-PLACE 11 fO 30 - EN(.INEER OF DEFICIENT (<26")
': 30 l\HN REQI!IR~~ AS PER S-101) RECORD (COL LINE C TO P-88 I
. i I (AREA C - 2 FLOOR) TO 99, Q TO U-95 TO 991
L~ ONLY) I
l.......~~;l I
It!.". . .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE ~ ' I ACTION REQUIRED ] REINSPECTION [ DATE I
INSPECTED DESCRIPTION OF DEFICIENCY REINSPECTED
I ADDITIONAL FULL-
VERTICAL P-l REINFORCING STEEL LENGTH #5 BAR
BARS EXHIBIT INSUFFICIENT SPLICE REMEDlA TE PER PLACED WITHIN
LENGTH FROM LEVEL BELOW DIRECTION OF CELL IN AREAS
007 06-22-05 (RANGE IN-PLACE 27 TO 36" - ENGINEER OF NOTED AS DEFICIENT 06-22-05
36" MIN REQUIRED AS PER S-101) RECORD (<35")
(AREA C - 2ND FLOOR) (COL LINE C TO P-88
TO 99, Q TO U-95 TO 99
ONLY)
VERTICAL CMU REINFORCING STEEL
DOWEL NOT I)RESENT FROM LEVEL REMEDIA TE PER
008 06-22-05 BELOW @ COL LINE E-96.5, E-97.8, E-98 DIRECTION OF
(CELL ADJ TO E-98 POURED SOLID ENGINEER OF
WITH REINFORCEMENT) RECORD I
(AREA C - 2ND FLOOR)
IN-PLACE CONDITION
VERTICAL P-I REINFORCING STEEL ACCEPT ABLE @ COL
DOWEL (#6 BAR) NOT PRESENT FROM LINE A-93, B-93
LEVEL BELOW @ COL LINE A-93 & B-93 REMEDIATE PER (AWAITING
(#5 BARS IN PLACE FROM 1ST FLOOR), DIRECTION OF CORRESPONDENCE
009 06-22-05 FROM ENGINEER OF 06-27-05
AND Q.I-95 (NO BAR OF ANY SIZE ENGINEER OF RECORD); #6 BAR
PRESENT WITHIN W CELL OF RECORD
PILASTER, #6 BAR IN E CELL) PLACED INTO 2ND
(AREA C - 2ND FLOOR) FLOOR SLAB @ COL
L_I LINE Q.1-95 VIA I
DRILL/EPOXY
l:fiii} 2
~ 'fIiiIlI. . .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSI>ECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I DATE I
INSPECTED REINSPECTED
MASONRY GROUT PLACED IN SINGLE
FULL-HEIGHT LIFT (8'-8"), AND GROUT
WAS VIBRATED ONLY ONCE
FOLLOWING INITIAL PLACEMENT REQUIRES APPROVAL
010 06-22-05 (REFERENCE ACI 530.1-02, PART 3.5- OF ENGINEER OF
RECONSOLIDATION OF GROUT RECORD
REQUIRED AFTER INITIAL WATER LOSS
AND SETTLEMENT HAS OCCURRED)
(AREA C - 2ND FLOOR)
ADDITIONAL "B"
P-l PILASTER MISPLACED APPR 24" TO REMEDIA TE PER BARS WITHIN 2ND
FLOOR SLAB
011 06-23-05 THE NORTH OF PLAN POSITION DIRECTION OF EXTENDED TO 06-27-05
(ORIGINAL LOCATION COL LINE E-7) ENGINEER OF DEVELOP INTO
(AREA A-I ST FLOOR) RECORD
I CURRENT P-I
POSITION
PILASTER DESIGNATION @ COL LINE #6 BARS PLACED
Q-77 & M-77 CHANGES FROM P-l ON 1ST REMlmIA TE PER INTO 2ND FLOOR SLAB
012 06-23-05 FLOOR TO P-2 DESIGNATION ON DIRECTION OF VIA DRILLIEPOXY 06-27-05
2ND FLOOR (BARS IN-PLACE FROM 1 ST ENGINEER OF WITHIN MISSING P-2
FLOOR ARE 2-#5 IN EACH LOCATION, RECORD REINFORCEMENT
RATHER THAN 4..#6) (AREA C - 2ND FLR) AREAS
PILASTER VERTICAL REINFORCING
STEEL WITHIN P-l @ COL LINE N.I-89 REQUIRES APPROVAL
013 06-24-05 CONSISTS OF 2-#5 BARS OF ENGINEER OF
, (RA THEn THAN 2-#6 BARS) RECORD
(AREA C __1ST & 2ND FLOOR)
ADDITIONAL HORIZONTAL
REINFORCEMENT NOT BEING PLACED REQUIRES APPRO V AL
014 06-24-05 ABOVE AND BELOW CMU OPENINGS AS OF ENGINEER OF
PEn PROJECT SPECIFICATIONS RECORD
SECTION 04220, PART 3.03.C
l~~:l 3
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: \VELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DA TE OF REPORT: 08-17-05
INS~~~~ED [_ DESCRIPTION OF DEFICIENCY I ACTION REQUIRED REINSPECTION DATE
REINSPECTED
LOCATION OF 1'-1 PILASTER REMEDIATE PER 2-#6 BARS INSTALLED
015 06-25-05 MISPLACED FROM PLAN LOCATION DIRECTION OF INTO FOUNDATION @ 06-25-05
(APPR 8" S @ COL LINE A-I0 & B-I0) ENGINEER OF L.5-39 (NOW CIP COL
~PR 16" W @COLLINEL.5-39& L.5-4l) RECORD (il) PLAN LOCATION)
#5 BARS PRESENT FROM LEVEL BELOW FULL-LENGTH #5 BAR
PLACED ALONG
IN 1'-1 PILASTER LOCATIONS (#6 BARS REQUIRES APPROVAL WITH #6 BAR ABOVE
016 06-25-05 DETAILED) @ COL LINE Q.I-86, N-85, N-82, OF ENGINEER OF 2ND FLOOR SLAB 06-27-05
I 1'-82, N-73, 1'-73, N.2-13.8, Q.I-16, R,6-7 RECORD ELEV ATlON
(2ND FLOOR) (AREA CONLY)
1-#5 BAR ONLY PRESENT FROM LEVEL REMlmIATE PER #6 BARS INSTALLED
VIA DRILL/EPOXY
017 06-25..05 BELOW @ 1'-1 PILASTER LOCATIONS DIRECTION OF INTO FLOOR SLAB IN 07-06-05
I (2-#6 BARS DETAILED) ENGINEER OF BOTH REFERENCED
@ COL LINE N-39, Q.I-8 (2Nn FLOOR) RECORD LOCATIONS
NO CLEAR COVER TO REINFORCING REQUIRES APPROVAL
018 06-25-05 STEEL BANDS WlTHIN CIP COLUMN (C-4) OF ENGINEER OF
@ LINE S-26 (SW CORNER) & S-28 (NE RECORD
CORNER) (1 ST FLOOR) . -1
STD HOOK BARS HAVE NOT BEEN MK412 BARS PLACED
DETAILED IN SHOP DRAWINGS WITHIN REQUIRES APPROVAL WITHIN 2ND FLOOR
019 06-27..05 SLAB EDGE @ TWO SIDES OF ELEVATOR OF ENGINEER OF SLAB @ 18" OC 06-27-05
AREAS, AS WELL AS CB-I, CB-3, CB-4 RECORD ALONG REVERSE
(PARTIAL), CB-.5, AND CB-6 (PARTIAL) SIDE OF ELEVATOR
CONCRETE BEAM AREAS (AREA A)
COL CUT FROM BASE
TS COLUMN @ LINE .F-95 APPR 4" OUT- REQUIRES APPROVAL PLATE AND REPOSI-
020 06-27..05 OF-PLUMB (LEANING TO WEST) OF ENGINEER OF TIONED UTILIZING 08-17-05
(1 ST FLOOR) RECORD ';." ANGLE AS
i SUPPORT ON 3 SIDES 07-::=
IMPROPER ELECTRODES BEING USED REQUIRES APPROVAL E7018 ELECTRODES
021 06-27-05 TO WELD TS COLUMNS TOGETHER (6011 OF ENGINEER OF USED TO WELD TS
BEING UTILIZED, E70XX SERIES RECORD COLUMNS WITHIN
SPECIFIED - SEE SHEET S-IOl) AREA A 3RD FLOOR
~ 4
n~1
.~~.'
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
I ITEM I DATE C I ACTION REQUIRED -] REINSPECTION I REI~s^ri~TED I
NO. INSPECTED DESCRIPTION OF DEFICIENCY
I I MANY CMU CELLS NOT COMPLETELY I
I I FILLED WITH MASONRY GROUT:
COL LINE B-13,H-3,N.9-4,N.9-5,Q.I-8,R-13.1, REMEDIA TE PER
Q.9-16, T -12,T.5-12, U-12, U.5-12,H.5-22,J-22, DIRECTION OF
022 07-05-05 K-22,P .1-22,Q-26,H..4-40,S.2-40.8,N-6 7 ,HA-67, ENGINEER OF
HA-68,P-68,S- n,R.2-89,J-88,F -96.5,A.8-89, RECORD
A-96 (I ST FLOOR); AND
COL LINE A.I-98,G-92,U-97.3,R.5-82,R.8-82,
S.5-82,T-82,K-77,N-67 (2ND FLOOR)
MANY CMU WALLS REINFORCED @ REQUIRES APPRO V AL
023 07-05-05 48" OC, RATHER THAN 32" OC AS PER OF ENGINEER OF
S-212, DETAIL 3 (W-I DESIGNATION FOR RECORD
INTERIOR 1 ST FLOOR AREAS) (AREA C) --~_.^_.^._-~-
TYPICAL CMU SILL REINFORCEMENT REQUIRES APPROVAL
024 07-05-05 (2-#5 BARS) NOT PLACED BENEATH AIR OF ENGINEER OF
HANDLER OPENINGS IN ANY LOCATION RECORD
CIP COLUMN @ LINE S.2-84 APPR 2" OUT- REQUIRES APPRO V AL
025 07-06-05 OF-PLUMB (LEANING TO NORTH) OF ENGINEER OF
(1ST FLOOR) RECORD
CIP COLUMN APPR I" OUT-OF-PLUMB @
LINE S.2-28 (LEANING TO NORTH),
S.2-33 (LEANING TO SOUTH), REQUIRES APPROV AL
026 07-08-05 S.2-70 (LEANING TO NORTH); OF ENGINEER OF
AI)PR 1.25" OUT-OF-PLUMB @ RECORD
LINE S.2-37 (LI':ANING TO NORTH)
(1ST FLOOR)
KO..I BOND BEAM REINFORCING STEEL REQUIRES APPROV AL
027 07-11-05 NOT PRESENT @ COL LINE A TO C-89, OF ENGINEER OF
C-88 TO 89, U-96.2 TO 99 RECORD
(3RD FLOOR SLAB ELEVATION)
ADDITIONAL "A" BARS NOT PRESENT REQUIRES APPROVAL
I 028 I 07-11-05 WITHIN FLOOR SLAB @ OF ENGINEER OF
I COL LINE N TO 0-96 (3RD FLOOR) RECORD
fejJ 5
..~.
It'...". .:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION [ DATE
INSPECTED
REINSPECTED
BANDS PLACED @ 6" OC TYPICAL REQUIRES APPRO V AL
029 07-11..05 WITHIN CB-2 BEAMS @ COL LINE S.2-68 OF ENGINEER OF
TO 70, U.1-94 TO 96.2, RATHER THAN AS RECORD
PER S-301, DETAIL 2 (3RlJ FLOOR)
CIP COLUMN @ LINE S.2-19 OFFSET APPR REQUIRES APPROVAL
030 07-13-05 2" S OF I'LAN LOCATION OF ENGINEER OF
i (1ST AND 2ND FLOOR) IU~CORD
I
SEVERAL CMU WALLS ON 2NU FLOOR --~-",_.,~.,.,--
OFFSET FROM 1ST FLOOR LOCATIONS
(APPR OFFSET AND DIRECTION LISTED):
COL LINE 1'-31 (1.625" TO NORTH),
COL LINE 1'-22 (0.875" TO NORTH),
COL LINE F-2 (0.625" TO EAST), REQUIRES APPROVAL
031 07-14..05 COL LINE H-l (0.625" TO EAST), OF ENGINEER OF
COL LINE L.2 (0.75" TO EAST), RECORD
COL LINE V-90 (0.50" TO NORTH),
COL LINE 1'-82 (0.625 TO SOUTH),
COL LINE 1'-73 (1.0" TO SOUTH),
COL LINE G.8-82 (0.50" TO NORTH),
COL LINE H-99 (1.0" TO WEST),
COL LINE U-35 (1.125" TO sounD
END OF CB-l BEAM @ COL LINE L.5-68
NOT BEARING ON CMU/P-l PILASTER REQUIRES APPROVAL
032 07-27-05 (CMU PLACED FULL-HEIGHT) OF ENGINEER OF
2 #5xl0' BARS PLACED (5' IN BEAM, 5' IN RECORD
SLAB) TO PROVIDE DEVELOPMENT
BOTTOM REINFORCING STEEL PLACED
D-=::J (a, 12" OC WITIIIN COL UN': R TO 0.90 TO REQUIRES APPROV AL
033 07-27-05 96, R TO U-96 TO 98 (DETAILED @ 10" OC OF ENGINEER OF
WITHIN THESE AREAS) RECORD
(AREA C - 4TH FLOOR)
IiiEJ 6
~e-Ii
, ' t!!.~IJ,' . ~
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DA1~ DESCRIPTION OF DEFICIENCY I ACTION REQUIRED ] REINSPECTION I DATE I
INSPECTED REINSPECTED I
! BOTTOM REINFORCING STEEL I I
PLACED @ 10" OC WITHIN REQUIRES APPROVAL
034 07-27-05 COL LINF: M TO Q-82 TO 86 OF ENGINEER OF
(DEl' AILED @ 9" OC WITHIN THIS AREA) RECORD
(AREA C - 4TH FLOOR)
CB-6 BEAM CONTAINS NO BANDS @ 3"
OC @ 1'1 END (COL LINE N-85)
7 BANDS @ 6" OC AND MID-BEAM BANDS REQUIRES APPROV AL
035 07-27-05 @ 12" OC IN-PLACE (S END OF BEAM OF ENGINEER OF I
CONSTRUCTED AS PER PROJECT RECORD
DOCUMENTS) i
(AREA C - 4TH FLOOR)
5000 PSI CONCRETE (MIX CODE 1156016)
PLACED WITHIN CMU CELLS @ COL REQUIRES APPROVAL
036 07-27-05 LINE H.5-66 TO 68, H.5 TO S.2-66, OF ENGINEER OF
N-66 TO 68 DURING PLACEMENT OF RECORD
FLOOR SLAB 0REA C - 3RD FLOOR)
PRECAST LINTEL @ COL LINE R.2-16 2 #6 REINFORCING
BARS PLACED INTO
FOUND TO BE CRACKED ON BOTTOM REQUIRES APPROVAL LINTEL FOR
037 07-28-05 (CENTER, EAST TO WEST END) AND SIDE OF ENGINEER OF ADDITIONAL 07-28-05
! (NE CORNER, TOP, APPR 24" IN LENGTH) RECORD STRENGTH(RATHER i
(AREA A, 3RD FLOOR) THAN #5 BARS)
2 #5 BARS SUBSTITUED FOR 1 #6 BAR REQUIRES APPROVAL
WITHIN EACH CELL IN 1'-1 LOCATIONS
038 07-28-05 @ COL LINE R.6-7, Q.I-8, N.3-13.5 OF ENGINEER OF
(AREA A, 3RD FLOOR) RECORD
fJ[ij} 7
"~I
... tt:...,,, ,~
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
I ITEM I DATE C I ACTION REQUIRED ] REINSPECTION I DATE
NO. INSPECTED DESCRIPTION OF DEFICIENCY REINSPECTED
CMU DOWN CELLS FOUND TO NOT BE
COMPLETEL Y FILLED WITH GROUT
WITHIN AREA C: COL LINE Q.I-93,F- REMIWIA TE l'ER
039 08-08-05 96.9,A-91,H.2-79 (1ST FLOOR); DIro:CTION OF
COL LINE B-89.2,J-82 (2ND FLOOR); ENGINEER OF
COL LINE E-97.5,B.8-98,B-89.2,L.9-85,J-85, RECORD
H.2-84,H -84,J-68,N -67 ,HA-66.5,HA-67.5,
N-66.2,P-66,S.I-66 (3RD FLOOR)
VERTICAL #6 REINFORCING BARS NOT
PRESENT WITHIN 1'-1 LOCATION@COL REQUIRES APPROVAL
LINE L.5-66 (31m FLOOR), 1 #5 BAR
040 08-08-05 PLACED INTO 4TII FLOOR SLAB (WITHIN OF ENGINEER OF
EAST HALF OF 1'-1 LOCATION) AS RECORD
EXTENSION/SPLICE FOR LEVEL ABOVE
HORIZONTAL REINFORCING BARS NOT REME:DIA TE PER
041 08-08-05 PRESENT WITHIN SILL AREA OF CMU DIRECTION OF
OPENING @ COL LINE HA-67 (2ND FLOOR) ENGINEER OF
AND HA-40 (3RO FLOOR) RECORD
CONCRETE NOT YET PLACED WITHIN
SILL AREAS (CMU) @COLLINE HA-67, REQUIRES APPROVAL
042 08-08-05 N.5-66 (3RO FLOOR), N.I-66 (4TH FLOOR), AS OF ENGINEER OF
WELL AS ALL AIR HANDLER OPENING RECORD
AREAS
IMPROPER GROUT MIX REQUIRES APPROVAL
043 08-11-.05 (1289966 -- 4000 ACGRT) OF ENGINEER OF
PLACED WITHIN CMU DOWN CELLS @ RECORD
COL LINE C-8 TO 13.7 (4TH FLOOR)
#5x5' STRAIGHT BAR
ADDITIONAL REINFORCING BARS NOT PLACED@ 24" OC
PLACED WITHIN ROOF SLAB REQUIRES APPROVAL WITHIN AREA A
044 08-16-05 (AREA A OR AREA C) OF ENGINEER OF ONLY (AS PER 08-17-05
RECORD CONVERSATION
AS PER SHEET S251, S252 - NOTE 14 WITH ENGINEER OF
, RECORD) !
ffiii1 8
.. t/!.!1" .
.~~..:
REPORT OF NON-COMPLIANCE (PUNCHLIST) ITEMS
PROJECT NAME: RESIDENCE INN PROJECT NO.: 761-50044
CLIENT: WELBRO CONSTRUCTION DESCRIPTION OF WORK: SPECIAL INSPECTIONS
TECHNICIAN: STEVE CORRIGAN, MATT ODOM DATE OF REPORT: 08-17-05
DATE DESCRIPTION OF DEFICIENCY I ACTION REQUIRED -' REINSPECTION I REIl~~~~~TED 1
INSPECTED
CMU DOWN CELLS FOUND TO NOT BE REMEDIA TE PER
COMPLETEL Y FILLED WITH GROUT
045 08-16-05 WITHIN AREA C: DIRECTION OF
COL LINE F-96.6, H.9-82, H.7-75, M.7-73, L.5- ENGINEER OF
(4TH l) RECOIID
66, N-66 4 FLOOR
---,...~....~---
"-----~~._-
l.:~i} 9
I:t;:~ II .~
J.
2
~--~""'~"""'-'-'..
'~"'''''''+--"_._-_.<._----_.------~.,^",,-',--_.....,~_.~-,._-------'-'~.~~~~-.~--"..._._-"",,--------_.-
YOU 1)0 ALL C4LL A.S.A.P.
--_._---~--~-_.~~-~".^._~-~^,.~,._._-_.-----..-_.._.,,~~,,_..~_._~-_...-->--"._--~_.__.
-,,"""""___IRu____ - --.~--"_ ._"""=--=~"~~..~;a;--.----- Ii_-. ~..
for the Resideot;f;
"-',-, _._~'~""^'-_..'''-,...-~-,.~.''''''''_..;-~.~,_.,,'''''...,.,..~--''....'''".".-_.........-._._,-....,_."....-...._-~-_..~y------_.._..~,--,-"._._._""'---.-----......-_............~_-............_,,,,.....~,...---^-
'__,_,__"w",_,__~,-"-_""""""__,___"___,,,_,_,,__,,_,__,-_,~._,.__,.__"...,.~_.,.k_'~~"""''''""'-''''-''''''~''~_~''-'-__'__'~_''''_~<___.__^,.~.__"..,_...."_. .. ~'___'~___""4'___~__''''''''''''''__'___"",,"''''''~'__'
.---,._"_'_..______~".~.'M._'_...__,,_~,._^..,"~____,._'_.____._____.__._._~_,_______."__""""'''..,..",,..,.,.-_~~~,._,.__;,~_,.._ ...._..,__.___....~,...._ ----_.-.....~_----.-...._,-"....,-"
--_. '_'__'<>--.,__..~____.._~_h_.,.. _....-....__~___.''''._._.__._.._~.,'__*'_~_..,___~~____~_~__...............;c._...,"...'<.."...._.._<...,.,..,..._,._.___.__~.,,__..__,_,,__,,__."""'~___'...'~----.-_
----~ ,-,-,-,-"~--~-,,--'"_...~._..--,,---_..,,,----,.~~~--_...............,.--------_.._-~.'''-....----------_._---~--,_._--~_..--.........,-''''--_.~-~-~".-..--<.-
^--,."-.,._"'"..~....,....".,..."--..._.._,,,.'"._~-~-'<_.~---_..__.._-,,,.--'--"..._-_.."-_.._--_..------......--.-...............~~~,..,,..,,~......-..-.-...._-,----~-~--,,~_.~--...........,.,'--..---,............--.."
"'""'.'..'...-"',.,.~-"'-..,..-..,~.,...,.,~.".-.,.'-.--,-..-.-.--.-,---~.,--'-_..,_."__M__,'.._._.__........_,._.._.r,~.....................,..'_~..,,,_.._,....,.."__._*____.______ ".. '"
-~--'--...-".~~-.....-.._-....-,_.-...."""""...._,_,.__~""'........,_.~__~._..__.....~,+_~__.__"_'",.._..,____o~.__.__u.,_......,_.!."___"'."'_",.'o~.._..~_,_,_.,_....,__.,___,__~,_..__,__,.~..~_,_
----.,,--.--"-.--~-.. ....---~_~_"_"~,__.._".~.___....'_._._=~_.,_______., __..___"_____._'_.____.___.M._.........--._.__...........~,_________~.__"_,_.._.______~.~_____.
PSl HAS OVER l:SO .oFFICES NA'DONWIDE
w <cm,snu.:('TION nsnl'lG ..\..ND Q\;AIJ", ('I)I'H'ROL ~ R('.iO~' .~ 'ID PAV1:ME.'Jf CONSUL TiJ'll(;
. DIEDI:C" lTJ) f'ROJEcrn:SnNGAi"JD INSPE\.,...HON . GtOO"E(HNICAL iNGJNEERJN(;
. ~~!"fvm.ONI\ii:N"U AND ASBES'fl!S MA"lAGJ:ME~~r ~ ANAL YllC...r.. SERVIC'tS
~- -_,_"".,~_ _..'__'_'~"_"^__'__ ,______._______,___.____ ~", _u_,. ,"'-'
(~ Street'"' on:sncrj FL 328;39 'II Pnorv:: 4ti7/304..55.f';;C i> r=a.x 407:'304-556'f
[
r(}f and 08/21/05
Resll:telThte'L.'m
PSlI # 161.-50044
COnlmLi;',lir: Welbr!)
Date
St~N~1 ;} f ooe oithe # WalI:n't
f"Jlml;Vork and eMU Walls, 1. set of 3 !;;lOin tu obtron the mil:;unum ad
IT
was CI:U.'1 fill cellt;. 5 bm- ""'as placed via drill and ep\ll'\} method at
thl'J! location CoJ. Line L5-66.Gmut met
ilOt
Sllili fiUID {l$/O8/05 of con.crete on
Steel Sl~<:tj on .\~,., project
Wfl3 '1 st'",~$ of concrete.' ~podflcati(ln$. Concrete complied wnil prqject
floo!' !il<'lj;.
1/05 CrC'llerete and Grout l'J'),et
Partial and Colw:.nns. Cast I se1 of grout pn!lm$ fur specificatlomL
cdl filllIDd I 1;ci of COflcrete cylinders representing
{;i)hlffilJ.l!, pro aud 1nIn.'j~d l:Mt from
,
C~'t 1 5ct
Kj 1.5/0:J Sediof! CMlJ walls Reio,fon.:ing Steel and placement met
Cast 1 &:'it prifuilll, Pcrtormed. fu-?!ace p!'Oje~t specification. ln~place Denl>itie!i ll'l'd the
dtmiWHies an Stabilized Suhgrade betneath Deoel Lane lllinimU,'11 98% compaction rtqui,ttment
l)t:f DOl !? ill s.l*iJn~n froM 8/12/0$
, Mid
'Nalls @ Elevator and iectjoH "A" f'l)~)f
"}\" RQ\'tf iS$ues wett'! I!lS per
completed, 7 :,;;.1$ (Jf concrete cylinder!'> were cast with of re<<1rd,
flom 'Sleb. and eMU WftH!8 4'" floor Steel complied Wittl proj<<K:t
sets of COl:\crew we:.~ !;.as( :representing; specifications. C.or,ctete complied ',V'im project
floor 51.au llUd 1 S~ of grout prisms cast repr~senting specificatiomJ,
ai',d CMUwalls. Cast 1 set of coucrete for
cohJfl')no: ~!ld ~~ 1 :>ot ofgwut prisms fur eMU.
te.\1,1
--~--'_.._---_._--_.~---~--_._--~-,--_._-~,-_._~~---;~--~~,,_.._.._...__...._,..._-_.- .-,-,.....'., '.-,-_. .-..,-.--.-.--.-
~)roh:-5:,;,t\,n';:.\1 SerVice ~ 17if.8 :~:1ra ~3trB€'t 'JI O;"!~tn(k'. FL 3283B 'f Pr~Qrd~ 4,07l304'55t.:~0. F&;'( 4{J7/304-5~t;1
Build On
Engineering.. Consulting" Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: CMU walls and pilasters, col. Line C-8 to 13.7 (4th floor)
Sampled: approx. Co!. Line C-9
Date Placed: 8/11/2005 Technician: M. Odom
Time Batched: 2:46 PM Supplier: Rinker
Time Sampled: 3:45 PM Delivery Ticket'Truck No.: 92590726
Slump (in) (ASTM C143): 11.25 Mix No. & Proportions: 1289966 ~
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 82
Date Received in lab: 8/12/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
Set Pri",m
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
120 A 7 8/18/2005 35000 3.50x3.70 12.95 2700 TVDe 3
B 28 9/8/2005 68000 3.60x3.60 12.96 5250 Tvpe 3
,.... 28 9/8/2005 67000 3.50x3.70 12.95 5170 Tvpe 2
v
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
,I Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
" Consulting II Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: AlA Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
lOCATION: Columns: line U-7, U.I-9, S.I-16, S.2-19, S.2-24, S.I-26, S.2-28, S2-33, S.I-35, S.2-37 (4th floor)
Sampled: column 8.2-19
Date Placed: 8/11/2005 Technician: M. Odom
Time Batched: 2:28 PM Supplier: Rinker
Time Sampled: 400 PM Delivery TicketlTruck No.: 92590748
Slump (in) (ASTM CI43): 4.5 Mix No. & Proportions: 1176347 ~
Air Temp. (F): 85 Concrete Temp. (F) (ASTM Cl064): 90
Date Received in lab: 8/12/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compress ive Type
I Set _JIl:imnm!r~ :~::::...Area::::._
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
121 A 4 8/15/2005 113000 6.00 28.27 4000 Tvpe 2
B 7 8/18/2005 139500 6.00 28.27 4930 Tvpe 1
C ')0 9/8/2005 .olI""7r:""" 6.00 28.27 6190 Tvpe i
"U I/;;JVVV
0 28 9/8/2005 173500 6.00 28.27 6140 Tvpe 2
Specifications: 5000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
ProfeSSional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Altn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. 8-4
Dale Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 9:15 AM Supplier: Rinker
Time Sampled: 10:16 AM Delivery TickelfTruck No.: 92607686
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016 ~
Air Temp. (F): 85 Concrele Temp. (F) (ASTM C1064): 93
Dale Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
.
Test Date Total Cylinder Cylinder Compressive Type
-
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
122 A 3 8/20/2005 122500 6.00 28.27 4330 Type 1
B 7 8/24/2005 148000 6.00 28.27 5240 Type 2
C 28 9/14/2005 181000 6.00 28.27 6400 Type 1
0 28 9/14/2005 183000 6.00 28.27 6470 Type 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submilted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering · Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CAN A VERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. E-10
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 10:00 AM Supplier: Rinker
Time Sampled: 10:40 AM Delivery TicketlTruck No.: 92607852
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/18/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
.
Test Date Total Cylinder Cylinder Compressive Type
--
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
123 A 3 8/20/2005 120000 6.00 28.27 4240 Tvoe 2
B 7 8/24/2005 147500 6.00 28.27 5220 Tvoe 1
C 28 9/14/2005 181000 6.00 28.27 6400 Type 1
0 28 9/14/2005 179500 6.00 28.27 6350 Type 1
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Ine' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
lOCATION: Section A Roof slab, sampled at approx. R.5-10
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 11:19 AM Supplier: Rinker
Time Sampled: 11:55 AM Delivery TicketlTruck No.: 92608575
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016 ~
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
,n.. ""s.. v. ",,"Ie,,'" "'..... .""
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
125 A 3 8/20/2005 115500 6.00 28.27 4090 Type 1
B 7 8/24/2005 136000 6.00 28.27 4810 Type 2
C 28 9/14/2005 173500 6.00 28.27 6140 Type 1
0 28 9/14/2005 174000 6.00 28.27 6150 Type 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submilled
Professional Service Industries, Inc.
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. J-6
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 10:46 AM Supplier: Rinker
Time Sampled: 11:34 AM Delivery Tickel/Truck No.: 92608364
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1156016 ~
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 93
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
,..n -.I "l:f~ "" "''''.....
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
124 A 3 8/20/2005 110000 6.00 28.27 3890 Type 1
B 7 8/24/2005 141000 6.00 28.27 4990 Type 1
C 28 9/14/2005 173500 6.00 28.27 6140 Type 2
0 28 9/14/2005 175000 6.00 28.27 6190 Type 1
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cyiinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM Ci72 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
.. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. Q-19
Date Placed: 8/17/2005 Technician: .1 Kilr!",rrv
- . ,.,-_." J
Time Batched: N/A Supplier: Rinker
Time Sampled: 12:36 PM Delivery TicketlTruck No.: 92608908
.
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 ,
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/18/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
.
Test Date Total Cylinder Cylinder Compressive Type
,-~,~ "Set.- . "Cy1tntt"er .. ...Agtf....... . ... 'or.' .-. ..- tnmr.-. .. 'Dtarrreter" .... Area- .... ~..Strengttr- ....""Of-.
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
126 A 3 8/20/2005 117500 6.00 28.27 4160 Type 2
B 7 8/24/2005 141500 6.00 28.27 5010 Type 1
C 28 9/14/2005 175000 6.00 28.27 6190 Type 1
D 28 9/14/2005 177000 6.00 28.27 6260 Type 1
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industnes, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304.5560. Fax 407/304.5561
FL Engineering Business 3684
Build On
" Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group L TO, LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCA nON: Section A Roof slab, sampled at approx. T-31
Date Placed: 8/17/2005 Technician: j Kiiderry
Time Batched: 12:29 PM Supplier: Rinker
Time Sampled: 1 :01 PM Delivery TickeUTruck No.: 92609110
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016 ~
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
V 0 ea....... ...._..0.
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
127 A 3 8/20/2005 115000 6.00 28.27 4070 Type 1
B 7 8/24/2005 136500 6.00 28.27 4830 Type 1
C 28 9/14/2005 171000 6.00 28.27 6050 Type 2
0 28 9/14/2005 172500 6.00 28.27 6100 Type 1
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304.5560 Fax 407/304.5561
FL Engineenng Business 3684
Build On
Engineering.. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. K-37
Daie Piaced: 8i17/2005 Technician: j Kiiderry
Time Batched: 12:55 PM Supplier: Rinker
Time Sampled: 1 :28 PM Delivery TicketfTruck No.: 92609306
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016 ~
Air Temp. (F): 91 Concrete Temp. (F) (ASTM C1064): 95
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
.
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
128 A 3 8/20/2005 120000 6.00 28.27 4240 Type 2
B 7 8/24/2005 144500 6.00 28.27 5110 Type 1
C 28 9/14/2005 177500 6.00 28.27 6280 Type 2
0 28 9/14/2005 176000 6.00 28.27 6230 Type 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
REPORT OF GROUT COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Altn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: CMU walls and pilasters, coL Line A.3 to N-22, H.3 to T-26 to 41 (4th floor)
Sampled: approx. Col. Line R-31
Date Placed: 8/15/2005 Technician: M.Odom
Time Batched: 10:50 AM Supplier: Rinker
Time Sampled: 11:45 AM Delivery TickeUTruck No.: 92599270
.
Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918 .
Air Temp. (F): 89 Concrete Temp. (F) (ASTM C1064): 85
Date Received in lab: 8/16/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
.:tJSm. s.
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
129 A 7 8/22/2005 41000 3.50x3.60 12.60 3250 Type 2
B 28 9/12/2005 49000 3.50x3.60 12.60 3890 Type 2
C 28 9/12/2005 47500 3.40x3.50 11.90 3990 Tvpe 2
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839 Phone 407/304-5560 Fax 407/304-5561
FL Engineenng Business 3684
Build On
Engineering" Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Roof Slab: elevator C, sampled approx. center of slab
Date Placed: 8/23/2005 Technician: M.Odom
Time Batched: 12:25 PM Supplier: Rinker
Time Sampled: 1:16 PM Delivery TicketiTruck No.: 92628493
.
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1176347 .
Air Temp. (F): 95 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/24/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
.
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
130 A 3 8/26/2005 101000 6.00 28.27 3570 Tvpe 2
B 7 8/30/2005 124500 6.00 28.27 4400 Tvpe 1
r- 28 9/20/2005 185500 6.00 28.27 6560 Tvee 1
I.J
0 28 9/20/2005 187000 6.00 28.27 6610 Type 2
Specifications: 5000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304.5560' Fax 407/304.5561
FL Engineering Business 3684
09/20[15 l~J: 1 3:'143:3[1171 F'SI Pt~GE Ell
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I COCOA, l11~ :l2i1)16 ORLA.1'lIDO OFFICE (.1) 304-5561
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PAGE 02
L Fisfl b1fbnnntion _~__",,,,,,__.,,--_,___,\,,,,,,,,,,,,_~__',"r-_._""~_._"'---''''-,.'-
I:t!s /I .ToBuild ()n
Ilng~ · CommIttJDfI .. ~
BiwWeekly S~ fur Te:iting andlr.ispectiol1 Swices througb 08/6/05
Project: Residence Inn
PSI Project # 761w50044
Contmctor: Welbro
f ~. .. Descri~~on -~-- .~] ~. Remarks I
Date
I
7/25/05 Reinforcing Steel lm~tlon Section, ""1\" 4 . Floor I Not aU Colwnns were ready. Bottom mat of
Colwrms, Preliminary Md Section "C" 4dt floor reinfoTcins steel for floor slab complete, I
Slab PreliIDjn!!i1'Y I
7/26/05 Reinto:rcmg Steel wpedion Section "C' 41ll Floor Reinforcing Steel is not. complete will he
Slab Preliminary inspected prior to placement of concrete f,}Il.
7/27/0$,
-~......,-- ~forcing Steel ~ctj()n Sectioo "'C" 4m. Floor Reinforcing Steel complied with project
I 7/27/05
Slab Now Complete and eMU wills 3m floor.?' sets ! ropecifi.catioiU. Minor spacing de6ciimdes
of (;oncrete cylinders ~ cast rept'etle1Iting floor Request RFI fot these. C~ complied with
slab m:l.d I set of grom prisms emit repmsming Cen project specifications.
fiU
7/28/05 I Reinforcing Steel SeCtion "A" J'" floor, C~..1U walls, ReInforcing Steel mtrt proj<<1t specifi<:ation.
.1 Partial and Columns. I
i
I 7/JO/I}:5 1 R<inJ'"",... St..1 S<di.. "A' ," fl"",: eMU _11>, Earty break... from concrete placement Oil 8/27
preliminary, met IDmimum 3000pl!li requirement to strip
1 forms.,
I I
,
r--- Reintb~~-n1g St~ei Section "A" 3AAl floor, CMlj wa.l.l.s. Reinforcing Steel Wid grout placement met
I 8/1/05
I ('ast 1 set of grout prisms. project ,pecificatioo.
I
I
I 8/2/05 Reinfotcins Steel lIDipe<.'iion411O Floor secti~r} "A'" Rel'lforcing Steel Willi incomplete atld win
I prelimina!.)' continue during placement of ooncrete
18I3!05 i Reinforcl!l& Stfel1nspectlon ~tion. .. ^" 4ill Floof . '"f Reinforcing Steel complied wimprojeCt
Slab Now Complete amd eMU walls 4111 floor.? kt5 specifications. C~T~tfl complied with project
of concrete C)'!inders VI'e1"e cut representing floor specificaw':IJ\S.
:51ab and 1 set of gtoU[ prisms C!ll$t repr;~lJti:l:'lg cell
fill
8/4/05 Reinforcing SteellnllpOCtioo-Section "e" 4m floor Reinfurcing Steel complied with project
columns and eMU walls. Cast 1 set of COJ)(:J'ef.t f(if specificatioos. Concrete complied with project
col\lmns and C$! 1 set of grollt prisms fur eMU. I specif!Ct\tioos.
I Picked-up and transp<.>rled ~t specimens from
! 8/3/05
I i/5105 Reinforcmg S'.cellnspoction Section "e" 4111 CMt.! t ReInforcing Stllel complied willi project
w~lls. Pickoo~1lp Md ~ported leSt specimens from f specificatlollil.
L ISnlO5 ~_ 1 -1
'.-'....,'. ~""-,'" __'.,....".___.__H__.. .___.,.__._ ._',m_
P'()l;)s{;\(,nal Servi(le Inctu6trle~. Inc. . F45 $;J,<;l St-ee! > Orlando, FL 325;)9 . PI-.c:r.e 407/304.5560' fax 407:304-5561
-------------,,-,,--'"''---,-''-~---------'''-,~---,-''''_.,,''',--,.","'-",--,-,--------------- --, ~-,-,-,,-,,-,-,-,,-,~"
Build On
Engineering .. Consulting.. Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CAN A VERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: CMU walls and pilasters, col. Une H.3 to U and 13 to 41-3rd floor
Sampled column L-17
Date Placed: 8/1/2005 Technician: M. Odom
Time Batched: 7:05 AM Supplier: Rinker
Time Sampled: 7:45 AM Delivery TicketlTruck No.: 92549669
Slump (in) (ASTM C143): 9.5 Mix No. & Proportions: 1162918
Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 83
Date Received in lab: 8/212005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
...
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
102 A 7 8/8/2005 45000 3.65x3.70 13.51 3330 Type 1
B 28 8/29/2005 63000 3.70x3.80 14.06 4480 Type 1
C 28 8/29/2005 65000 3.80x3.80 14.44 4500 Type 1
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
.
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx B-3
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 6:24 AM Supplier: Rinker
Time Sampled: 7:15 AM Delivery TicketlTruck No.: 40499948
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 91
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
..,. -~
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
103 A 3 8/6/2005 121000 6.00 28.27 4280 Tvoe 1
B 7 8/10/2005 146000 6.00 28.27 5160 Tvoe 1
C 28 8/31/2005 187500 6.00 28.27 6630 Type 1
D 28 8/31/2005 189000 6.00 28.27 6690 Type 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
_"___~,,,~_,_w"~'_m"_"""'_""_''''_,,_'''_____~.,,_,.______.~_,_.._,_,_,~___,_,_,_.___,_._,_""_,_,_.,_",,_,,,_,_,_,,_,,_,,_"'_''''_,,~
Build On
Engineering .. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
AUn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx E-7
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 7:20 AM Supplier: Rinker
Time Sampled: 7:52 AM Delivery TicketlTruck No.: 92558555
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
,..'" 'J '"'\:I" v -. .",.
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
104 A 3 8/6/2005 108000 6.00 28.27 3820 Type 1
B 7 8/10/2005 132500 6.00 28.27 4690 Type 1
C 28 8/31/2005 187500 6.00 28.27 6630 Type 1
0 28 8/31/2005 189000 6.00 28.27 6690 Type 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
____'~_,.__"""___~_'~'~_m_'''''_'''_'''''''_'''_~__,.__,_____,__.~_,_,~___ --_._--~-~-_._"'_._-"""'-"""''''''''''''-
Build On
Engineering .. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx K-10
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 7:47 AM Supplier: Rinker
Time Sampled: 8:43 AM Delivery Ticket/Truck No.: 92558918
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
~..., ....
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
105 A 3 8/6/2005 111000 6.00 28.27 3930 Tvpe 1
B 7 8/10/2005 135000 6.00 28.27 4780 Tvpe 2
C 28 8/31/2005 191500 6.00 28.27 6770 Tvpe 1
0 28 8/31/2005 193000 6.00 28.27 6830 Tvpe 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD" LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A. 4th floor slab, approx S-14
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 8:43 AM Supplier: Rinker
Time Sampled: 9:27 AM Delivery TickellTruck No.: N/A
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 93
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
~.n ~~v ~. ~~w_ ~.vw
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
106 A 3 8/6/2005 102000 6,00 28.27 3610 Type 1
B 7 8/10/2005 129500 6.00 28.27 4580 Type 2
C 28 8/31/2005 196000 6.00 28.27 6930 Type 1
D 28 8/31/2005 197500 6,00 28.27 6990 Type 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc,. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering .. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx M-24
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 9:30 AM Supplier: Rinker
Time Sampled: 10:16 AM Delivery TickellTruck No.: 92559643
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 93
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
''''. ~ -~-- ~.-- u.
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
107 A 3 8/6/2005 103000 6.00 28.27 3640 Type 1
B 7 8/10/2005 131000 6.00 28.27 4630 Type 1
C 28 8/31/2005 190500 6.00 28.27 6740 Type 1
0 28 8/31/2005 192000 6.00 28.27 6790 Type 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx Q-35
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 10:15 AM Supplier: Rinker
Time Sampled: 11:01 AM Delivery TicketlTruck No.: 92560088
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
.J -
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
108 A 3 8/6/2005 109000 6.00 28.27 3860 Type 1
B 7 8/10/2005 132500 6.00 28.27 4690 Type 1
C 28 8/31/2005 188500 6.00 28.27 6670 Type 1
D 28 8/31/2005 190000 6.00 28.27 6720 Tvpe 2
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
/Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Altn: Roger Dobson CAPE CANAVERAL, FL
3425 Atiantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx U-39
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 10:45 AM Supplier: Rinker
Time Sampled: 11:20 AM Delivery TicketITruck No.: 92560314
Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
109 A 3 8/6/2005 96000 6.00 28.27 3400 Type 1
B 7 8/10/2005 119500 6.00 28.27 4230 Type 1
C 28 8/31/2005 188500 6.00 28.27 6670 Type 2
D 28 8/31/2005 187000 6.00 28.27 6610 Type 1
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Roof Slab: elevator C, sampled approx. center of slab
Date Placed: 8/23/2005 Technician: M.Odom
Time Batched: 12:25 PM Supplier: Rinker
Time Sampled: 1:16 PM Delivery TicketlTruck No.: 92628493
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1176347
Air Temp. (F): 95 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/24/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
130 A 3 8/26/2005 101000 6.00 28.27 3570 Type 2
B 7 8/30/2005 124500 6.00 28.27 4400 Type 1
C 28 9/20/2005
0 28 9/20/2005
Specifications: 5000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Altn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down Cells: eMU walls and pilasters, col. Line A to G and 1 to 14 on 3rd floor
Sampled Approx. Co!. Line A-1
Date Placed: 7/27/2005 Technician: M.Odom
Time Batched: 2:28 PM Supplier: Rinker
Time Sampled: 3:15 PM Delivery TickellTruck No.: 92538448
Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 88
Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
93 A 7 8/3/2005 47000 3.50x3.60 12.60 3730 Type 1
B 28 8/24/2005 56500 3.40x3.50 11.90 4750 Type 1
C 28 8/24/2005 61000 3.55x3.50 12.43 4910 Type 2
H
Specifications: 3000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Ailantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C, 4th floor slab approx. col. Line L-9?
Date Placed: 7/27/2005 Technician: J. Kilderry
Time Batched: 8:13 AM Supplier: Rinker
Time Sampled: 8:52 AM Delivery TicketlTruck No.: 9253
Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
94 A 3 7/30/2005 112000 6.00 28.27 3960 Tvpe 1
B 7 813/2005 141500 6.00 28.27 5010 Tvpe 1
C 28 8/24/2005 195500 6.00 28.27 6920 Tvpe 2
0 28 8/24/2005 193000 6.00 28.27 6830 Tvpe 1
H
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C, 4th floor slab approx. col. Line A.5-98
Date Placed: 7/27/2005 Technician: J. Kilderry
Time Balched: 6:23 AM Supplier: Rinker
Time Sampled: 7:22 AM Delivery TicketITruck No.: 9253
Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016
Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 94
Dale Received in lab: 7/28/2005 Air Conlenl (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
95 A 3 7/30/2005 97000 6.00 28.27 3430 Type 1
B 7 813/2005 130000 6.00 28.27 4600 Type 2
C 28 8/24/2005 185000 6.00 28.27 6540 Type 1
0 28 8/24/2005 182500 6.00 28.27 6460 Type 1
H
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD" LLP Project: RESIDENCE INN
Atln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C, 4th floor slab approx. col. Line F .5-92
Date Placed: 7/27/2005 Technician: J. Kilderry
Time Batched: 7:29 AM Supplier: Rinker
Time Sampled: 8:07 AM Delivery TicketlTruck No.: 9253
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1156016
Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
96 A 3 7/30/2005 96000 6.00 28.27 3400 Type 1
B 7 8/3/2005 117500 6.00 28,27 4160 Type 1
C 28 8/24/2005 1 70000 6.00 28.27 6010 Type 2
D 28 8/24/2005 172000 6.00 28.27 6080 Type 1
H
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitled
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting · Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C, 4th floor slab approx. col. Line S-97
Date Placed: 7/27/2005 Technician: J. Kilderry
Time Batched: 9:04 AM Supplier: Rinker
Time Sampled: 9:30 AM Delivery Ticket/Truck No.: 9253
Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
97 A 3 7/30/2005 108000 6.00 28.27 3820 Type 1
B 7 8/3/2005 137500 6.00 28.27 4860 Type 1
C 28 8/24/2005 188000 6.00 28.27 6650 Type 2
D 28 8/24/2005 187500 6.00 28.27 6630 Type 2
H
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering . Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD.. LLP Project: RESIDENCE INN
Atln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C. 4th floor slab approx. col. Line U-87
Date Placed: 7/27/2005 Technician: J. Kilderry
Time Batched: 9:24 AM Supplier: Rinker
Time Sampled: 10:14 AM Delivery TicketlTruck No.: 9253
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 95
Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
.~
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
98 A 3 7/30/2005 102500 6.00 28.27 3630 TVDe 1
B 7 8/3/2005 142500 6.00 28.27 5040 TVDe 2
C 28 8/24/2005 176000 6.00 28.27 6230 Type 1
0 28 8/24/2005 178500 6.00 28.27 6310 TVDe 1
H
Specifications: 4000 28 days
REMARKS: X Cylinders mClde by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitled
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C, 4th floor slab approx. col. Line Q-82
Date Placed: 7/27/2005 Technician: J. Kilderry
Time Batched: 10:36 AM Supplier: Rinker
Time Sampled: 11:05 AM Delivery TicketlTruck No.: 9253
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 96
Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
99 A 3 7130/2005 96000 6.00 28.27 3400 Type 1
B 7 8/3/2005 125500 6.00 28.27 4440 Type 1
C 28 8/24/2005 179000 6.00 28.27 6330 Type 2
0 28 8/24/2005 176500 6.00 28.27 6240 Type 1
H
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering .. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Altn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C, 4th floor elevated slab, Approx. coL Line P-70
Date Placed: 7/27/2005 Technician: J. Kilderry
Time Batched: 11:37 AM Supplier: Rinker
Time Sampled: 12:04 PM Delivery Ticket/Truck No.: 9253
Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 95
Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
-
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
100 A 3 7/30/2005 98500 6.00 28.27 3480 Type 1
B 7 8/3/2005 138000 6.00 28.27 4880 Type 2
C 28 8/24/2005 175500 6.00 28.27 6210 Type 2
D 28 8/24/2005 177000 6.00 28.27 6260 Type 1
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
-
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submilted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1 A Acquisition Group L TO" LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Columns: line U-7, U.1-9, S, 1-16, S,2-19, S,2-24, S,1-26, S.2-28, S,2-33, S, 1-35, S,2-37 (3rd floor)
Sampled column $,2-19
Date Placed: 7/28/2005 Technician: M, Odom
Time Batched: 12:33 PM Supplier: Rinker
Time Sampled: 1 :37 PM Delivery TicketlTruck No.: 92542509
Slump (in) (ASTM C143): 7,5 Mix No, & Proportions: 1176322
Air Temp. (F): 85 Concrete Temp, (F) (ASTM C1064): 86
Date Received in lab: 7/29/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder CompressivE Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
101 A 4 8/1/2005 103000 6,00 28,27 3640 Type 1
B 7 8/4/2005 117500 6,00 28,27 4160 Type 2
C 28 8/25/2005 172500 6,00 28,27 6100 Type 1
0 28 8/25/2005 174000 6.00 28,27 6150 Type 1
Specifications: 5000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc,. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atiantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. B-4
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 9:15 AM Supplier: Rinker
Time Sampled: 10:16 AM Delivery TickellTruck No.: 92607686
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 93
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
122 A 3 8/20/2005 122500 6.00 28.27 4330 TVDe 1
B 7 8/24/2005 148000 6.00 28.27 5240 TVDe 2
C 28 9/14/2005
0 28 9/14/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
-
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
!Engineering" Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. E-10
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 10:00 AM Supplier: Rinker
Time Sampled: 10:40 AM Delivery TickeVTruck No.: 92607852
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
123 A 3 8/20/2005 120000 6.00 28.27 4240 Tvoe 2
B 7 8/24/2005 147500 6.00 28.27 5220 Tvoe 1
C 28 9/14/2005
0 28 9/14/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. J-6
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 10:46 AM Supplier: Rinker
Time Sampled: 11:34 AM Delivery TickellTruck No.: 92608364
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1156016
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 93
Date Received in lab: 8/18/2005 Air Content (ASTM C 173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
124 A 3 8/20/2005 110000 6.00 28.27 3890 Type 1
B 7 8/24/2005 141000 6.00 28.27 4990 Type 1
C 28 9/14/2005
0 28 9/14/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering . Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Altn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. R5-10
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 11:19 AM Supplier: Rinker
Time Sampled: 11:55 AM Delivery TicketITruck No.: 92608575
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
125 A 3 8/20/2005 115500 6.00 28.27 4090 TVDe 1
B 7 8/24/2005 136000 6.00 28.27 4810 TVDe 2
C 28 9/14/2005
0 28 9/14/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM Ci72 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
AUn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. Q-19
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: N/A Supplier: Rinker
Time Sampled: 12:36 PM Delivery Ticket/Truck No.: 92608908
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
126 A 3 8/20/2005 117500 6.00 28.27 4160 Tvpe 2
B 7 8/24/2005 141500 6.00 28.27 5010 Tvpe 1
C 28 9/14/2005
D 28 9/14/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
-
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Engineering II Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. T-31
Date Placed: 8/17/2005 Technician: J Kilderry
Time Batched: 12:29 PM Supplier: Rinker
Time Sampled: 1 :01 PM Delivery Ticketrrruck No.: 92609110
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 90 Concrete Temp. (F) (ASTM Ci064): 94
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
127 A 3 8/20/2005 115000 6.00 28.27 4070 Type 1
B 7 8/24/2005 136500 6.00 28.27 4830 Type 1
C 28 9/14/2005
D 28 9/14/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
.
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A Roof slab, sampled at approx. K-37
Date Placed: 8/1712005 Technician: J Kilderry
Time Batched: 12:55 PM Supplier: Rinker
Time Sampled: 1 :28 PM Delivery Ticketrrruck No.: 92609306
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 91 Concrete Temp. (F) (ASTM C1064): 95
Date Received in lab: 8/18/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
128 A 3 8/20/2005 120000 6.00 28.27 4240 Type 2
B 7 8/24/2005 144500 6.00 28.27 5110 Type 1
C 28 9/14/2005
0 28 9/14/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
--
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
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ORLANDO (401) lO4-5SllH
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NUMllFJl COVER PAGE
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OPERATOR: SC
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"'~............._"'__"___~"""'O__'_........._e'n.._~..._'>.___+.___._....._._~___...____~_______.______"..__._..._.__._,._._.~__..__..____.__._.~~_,.,.__....___._.."..__._..."...,.....~_._'____"_.._...._........~...........-_
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PSI HAS OVER lStl OFFICES NA'ftONWim:
.. CON5TR..,CflON n:SHNG AND QlL'ALITY CONTilOJ, .. ItOOif AND !>r;,VLMj:Nl' ~~ON]!mt.ltING
.. llli:lnCAn:u PRUn'.CT u...."lNG ANU ms,.ECTlON . Ci:OTECK'iICAt E."4GfNli:ERlNG
.. !.N"nlON1>\UtN"t AL ANti ASU,SlOO M/.NA.CtMENI '" ANA,LvncAI... stR.1I-1CES
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Prcr.yf;~if,i[~ii: S~n/!t~ ~ndiJ&ki~> !tiC. '} 1748 :JJrfJ S~r;,:j;:ei ~ Orl~l~d0~ i='L 3,2830" P,)(,ne- 4(}7,~04.~.s5el,J II Fs.::< 4.07.i:j04.-~56i
1
Remarks
forms in were
rem.oved to aUo\v tOI adjustment of
rein1hrcing steel to attllin specif1ed
CO})Cl:'et.e cover.
m 910.5 with
Floor and cell specifications. Concrete and grout
complied with ptoject specifications.
cell
with
cornplied with project specifications,
structu.-ral about oon~
items. Documentation
'_...._--'~..~--~-,."..c...__..>____~_".._..".._,_.^"__._______.,,~_~,..~____.______.____._,..,".....,_____,____._."^__~_~_.._, _'._.____.._".~._._~_~..~.._, .._____
Prote::sl'~Hldl :;sn/;(;e !n':fU;lr~, ~i1(:_ If '/"48 :.!i3t'd S1r6et €, Orlando, t:L 328:39 .. PhQnt:~ 4CF/3()4~.556C ~ Fa!< 407/304~65tn
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1 A Acquisition Group L TO., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down Cells: CMU walls and pilasters, col. Line L to V and 86 to 99, G.8 to Nand 84 to 86-3rd floor
Sampled Approx. Col. Line R-97
Date Placed: 7/21/2005 Technician: M.Odom
Time Batched: 12:24 PM Supplier: Rinker
Time Sampled: 1 :42 PM Delivery TicketlTruck No.: 92518005
Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 86
Date Received in lab: 7/22/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
!
Test Date Total Cylinder Cylinder Compressive Type
~
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
92 A 7 7/28/2005 39500 3.60x3.55 12.78 3090 Type 1
B 28 8/18/2005 46500 3.60x3.50 12.60 3690 Type 2
r- 28 8/18/2005 49500 3.70x3.55 13.14 3770 Type 2
'-'
H
Specifications: 3000 28 days
'.
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
-"""'--'---'~-"-"--'--~'-'--'-"--~"----'--'-'"~"---'---'---"----
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting.. Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: CMU walls and pilasters, col. Line C-8 to 13.7 (4th floor)
Sampled: approx. Coi. Line C-9
Dale Placed: 8/11/2005 Technician: M. Odom
Time Batched: 2:46 PM Supplier: Rinker
Time Sampled: 3:45 PM Delivery TicketlTruck No.: 92590726
Slump (in) (ASTM C143): 11.25 Mix No. & Proportions: 1289966
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 82
Date Received in lab: 8/12/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
}
Test Date Total Prism Prism Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
120 A 7 8/18/2005 35000 3.50x3.70 12.95 2700 Tvpe 3
B 28 9/8/2005
'" 28 9/8/2005
v
Specifications: 3000 28 days
. .
\
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering" Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
AUn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Columns: line U-7, U.1-9, S.1-16, S.2-19, S.2-24, S.1-26, S.2-28, S.2-33, S. 1-35, S.2-37 (4th floor)
Sampled: column 5.2-19
Date Placed: 8/11/2005 Technician: M. Odom
Time Batched: 2:28 PM Supplier: Rinker
Time Sampled: 4:00 PM Delivery TickeVTruck No.: 92590748
Slump (in) (ASTM C143): 4.5 Mix No. & Proportions: 1176347
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/12/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
l
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
121 A 4 8/15/2005 113000 6.00 28.27 4000 Tv De 2
B 7 8/18/2005 139500 6.00 28.27 4930 Type 1
C 28 9/8/2005
D 28 9/8/2005
Specifications: 5000 28 days
'.
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A 1 A Acquisition Group L TD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atiantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: CMU walls and pilasters, col. Une A.3 to N-22, H.3 to T-26 to 41 (4th floor)
Sampled: approx. Col. Line R-31
Date Placed: 8/15/2005 Technician: M. Odom
Time Batched: 10:50 AM Supplier: Rinker
Time Sampled: 11:45AM Delivery TicketlTruck No.: 92599270
Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918
Air Temp. (F): 89 Concrete Temp. (F) (ASTM C1064): 85
Date Received in lab: 8/16/2005 Air Content (ASTM C 173/C231): N/A
COMPRESSIVE TEST RESULTS
1
Test Date Total Prism Prism Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
129 A 7 8/22/2005 41000 3.50x3.60 12.60 3250 Tvpe 2
B 28 9/12/2005
I I C I 28 19112/~O51 I Is~,"~.,J I I
3000 28 days
.
'.
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
(/ .L Lj:
CUI)
304~~S61
llME: W
NUMBER INCLUIlIN'G COVER PAGE
NAME: .._~o..~.~_________......_._,..____-_._...__
FlRM: _f~.'!!.s;.lIpt': C~m~:y!~t.___._~~_________-
FAX NUM:BJ4:R:
.....''''''''''''~.'"....,.___..~__,~~w_..-.-_..._.,_,..~~._'_.._.__~,..."__.__,_.-"",-,~__~
FROM:
NAME: -1i.!~y.!. ~~!!!g~~.._____._____.__ .. ~,-~._--_.-....---
OPERATOR: SC
.....--.""--,--,._---~-,--_._---,~"~-~,,..,...-----
"'.-....- ~.~ ~\l!!U!;'!l!!,l'/!!I!!....... I;.....<i"_ "'''''-'--j "_1...:1 ..._... ] II -
Weeklj' Summary of t~tiDg and inspection !!ht':M'kes {(pI' the Residence
lBn Week Eudmfo> 1/16/05.
_..._"_:::.t.....________~----___..._.__._....____._________-
.....-~---........,.,,----.......',-....._._.__..- ...,.,..,....._-"'-_.--.......__._-----....-,.,-,_.-._----_._~"-~_._.""""'
.'~~~;_"""_'.""',"',"'~"'Pf,...,._._._._-.~"'.___,~............""""'_'""""""~-,----.-,~_..~._;,,_...........______.__"_V________.,_...........___~.____"..,..._____;'_
~w___---...._^..~__.~__,____._...________._.,."'-.--__. ~-'.._.__.-.--...--- ~~-------'" ...
-,_._~-,----_..,~-.._-,.-.,.......~-~.....'~._.._..~_._-,-->._,.,~.,...--....,.."~----~--....__.__.---~-,-~....._~~_._--'
____.w.~_~+_."""""_...'~.,?'""""""'"..__.___~,___..'_,_~__~__.._.~_""~,,....._,"_.~"~__.~_".___,_._.'.........,.___,_.___._____.._.........._".__..,~-.'~,__._
__._n ._.,._.,._.,__._.___.,__.......-;<,.__.""__~r__'___._.,_____...._..__~..___._,_,.___--..-......._._.___.__,.....__.....---~
_~__~*_"____.__......~.___,__,_'.,..~=__~_-_____,_._._'.__..__,___._._.______"~_._.__;o,-_..___._~~
-........--.-..-- -------""------............--.,......-'----,..-..--..,----------..--- ~---
PSI .HAS OVER 15\J OF'n:CES N4 TIONWIDE
.. Cu!'.lSTRUCnON TESl1NG A,..liIJ) Ql.iAUrv n)NIROL .. ~OOf .A..ilib J' A VEMENT CONSlTLIlNG
.. OI:I.lC;\nf) f':!ll.()JE(;fTESllNG AND IN8PECnON .. GE<rrEClfNfCi\L ~"'GLl\l"EElt.ING
~ ilNI/(t!ON.MUil' AL ANfI A:sm:S"f(~ lliAl>lIl.GEI>fEN'T " ANAl, '(J1CAL Bt:RViCES
-_._-~.._._'--_.~.._~----_.,,-~------,-~----,_._-~.--_._,-" _~ ____m._.~.__.___~".___._~...________....,:..... '"'''__
FTntflls,8'i,)na,i Service: indu.S;f,iGS, Inc. il 1'748 3.3r:;) ShG~t.,. Orhardo, Ft J2839 iii Phone 4C7/304~5:SEG,. F;;x a07f304.fJbf51
)", ,.j. q
fii~lllb
Il~Mrlnfl .
fOf Ser..ke!> 07il6!(JS
1M
PSI # 761-50044
COf1tt'oc'tor: Welbm
PIll&l:: I on
Dat..:
A ~'Aen6l were to
fm~d and this hem bas been on the
non-compUance list until OOfre(;ted.
l'Oi"mWOr.k., S",,"1;ion coloom forms
$Il1t 5 concrete were to insufficient
colur.ru.ls IIbtrve. cJeara.\lce. forms W{'''re eithl/!rre:m.oved
aodJor &djust~l to aUow for the minimum
specification of .::;'" of concrete
(~over. Concrete comJ,lied with proJe.ct
07 r07/0:5 Sedion, "A" Seweral SpHce lengths werebeJow the
FleJor Wall&. "let on grout prisms CliiiSt minimum required. Additional bars wert
aboVt~. added \,;onversadon with Eniineer of
D..x:umentation
our htb.
~_.__..~_ _'_."~.__~~.~~ __,___~l_ ---~~ " ..~
I 07/W/05 Reinfo,cing Steel .ln1if>'l;'l;:tion Section "C" 3' I Reiuforeing steel was llJlprox.50% I
I Slab. Preliminary. colnpk1:e. Win contmue just ahead of I
I placement on 7/11/05.
I I
t,1 mii,-/os- , -- -.-S...r----se-:,;;;; "C" ,~Re'nfO'cing st;;,,1 """ In-Comp!i.... ~.
Fk)()f Slab. ; sets were ,:Mt I except mat additl('MI "An remforcemeut I
I Ilbo\{~ t1vor slab. I was .not present @ coL Lme N tJo Q-% per I
I ! I deuul However Bands w~re PlS,ced@6"1!
L I 'I OC typkal withIn beams. Two trucks
~~'.""-----'1!'--'" . ----~.--.,.. _~~'1ed due to 90 minute time Umit. I
i '
I' 07/12/05 I Rt\int~;JrciI1g S~l Section II Fotm\\'ork around reinforcing steel Wll!, I
" Preiimin,a.y 20<1 floor s;e(tiOI1. "A': columns. incomplete and will be re.inspected prior to i
I r Concrete " were remevea and I concrete plACement J
L__~._,lJr.a~ned to our I~~: . ~~..___.~.J__. _,~___
'.~....'---._--~_._~_..' .. "'"-~~-""-'''-''----,-,~,-,"._-_.~-,--"----~,_._----'~- .-....,_._..~_.,-'"._----._-"._-~_._,,-_._...~,-"-~-~,.,..-,......', ..-.,--~., ~---,---,., ----"---,---,--.'---,,.-
~"Iotess. '~~8rlJ'icf) jm,i~!1str;e:5. 1748 33rd ~ Ot1anoo, FL 328:3:9 'Il pnone 401/304~S5BO" FSF 407/304...s5e1
.L ~-.; "-
for lUlU ~/i(;e~
Residence II)Jll
PSI It 761~S0044
u:mtm;;tur: Wefuro
Page '2 0,[2
Date Description Rmnark~
Sted S~'1;i"n stool was
07!B/()j flotH' Section "A'" coh:!ttlllS, im:omp!cte llnd will be re-inspwted 1:0
l;;oncrete plllcemen.t
() 7fl4/05 st('~t was in
floor Section "A" columns, Cost 1 set of 5 project s~jfical;i.ons except Column 5,2-
lepresenting alxwe 19 js offsetapprox, l"south of pilL"!
Item placed on non--complianctil
Retrieved COllcrete cylinders
out lab
ffi.1i1
Build On
Engineering" Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Columns: line U-7, U.1-9, 5.1-16, 5.2-19, 5.2-24, 5.1-26, 5.2-28, 5.2-33, 5.1-35, 5.2-37 (2nd floor)
5ampled: columns 5.2-28
Date Placed: 7/14/2005 Technician: M.Odom
Time Batched: 7:45 AM Supplier: Rinker
Time Sampled: 8:43 AM Delivery TickeUTruck No.: 92492566
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1176322
Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 84
Date Received in lab: 7/15/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
. - . -. . ..,
No. 10 (Davs) Test (Ibs) (in) (SQ, il1,) (psi) Break
81 A 4 7/18/2005 127000 6.00 28.27 4490 Type 1
B 7 7/21/2005 152000 6.00 28.27 5380 Type 1
C 28 8/11/2005 190000 6.00 28.27 6720 Type 1
D 28 8/11/2005 188000 6.00 28.27 6650 Type 1
H
Specifications: 5000 28 days
. I
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
--"---"---~---"'---"---------,-----_. ---,-,-,~,-,.,-"--,-_._,.,-,-,---,~,-,----,-,-"-,---,----."".-----.-.--
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
Engineering. Consulting. Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
AUn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: eMU walls and pilasters, col. line A to J and 88 to 99 on 3rd floor
Sampled: approx. col. Line G-92
Date Placed: 7/19/2005 Technician: ~,,1. Odom
Time Batched: 9:25 AM Supplier: Rinker
Time Sampled: 10:30 AM Delivery TicketlTruck No.: 92507165
Slump (in) (ASTM C143): 9.75 Mix No. & Proportions: 1162918
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 87
Date Received in lab: 7/20/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
"'_" D,' . L , . .
No. 10 (Days) Test (Ibs) (in) (SQ. in.) (psi) Break
82 A 7 7/26/2005 36500 3.50x3.30 11.55 3160 TVDe 2
B 28 8/16/2005 51000 3.60x3.70 13.32 3830 Tvpe 1
C 28 8/16/2005 54000 3. 70x3. 70 13.69 3940 Tvpe 1
0 28 8/16/2005
H
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
---~--,- -~,- ---",,-_._------,-..- ---"-,--,,."'-,,-
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Columns, lines S.1-68, S.2-70, S.2-75, S.1-77, S.2-79, S.2-84, S.1-86, U.1-94, U-96 (3rd floor)
Sampled: approx. col. Line S.1-86
Date Placed: 7/19/2005 Technician: rv1. Odom
Time Batched: 12:35 PM Supplier: Rinker
Time Sampled: 1 :50 PM Delivery TickeUTruck No.: 92408555
Slump (in) (ASTM C143): 4.75 Mix No. & Proportions: 1176322
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 86
Date Received in lab: 7/20/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compress ive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
83 A 3 7/22/2005 110000 6.00 28.27 3890 Tvee 1
B 7 7/26/2005 137000 6.00 28.27 4850 Tvee 1
C 28 8/16/2005 179500 6.00 28.27 6350 Tvee 1
0 28 8/16/2005 181000 6.00 28.27 6400 Tvee 2
H
Specifications: 5000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
---------- ---- -------~-----_.,--~-,._-,-"'---"'-
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
Build On
Engineering.. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Altn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 3rd floor slab, all column lines, sampled A.5-3
Date Placed: 7/20/2005 Technician: J. Kilderrj
Time Batched: 6:43 AM Supplier: Rinker
Time Sampled: 7:34 AM Delivery TicketlTruck No.: 92510392
Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016
Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 91
Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
85 A 3 7/23/2005 119500 6.00 28.27 4230 Type 1
B 7 7/27/2005 142500 6.00 28.27 5040 Type 1
C 28 8/17/2005 189500 6.00 28.27 6700 Type 1
0 28 8/17/2005 186000 6.00 28.27 6580 Type 1
H
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submilted
Professional Service Industries, Inc.
-------"-- ---,- --""~"--,-"'---,-,-"---,-""-,--""--_.,-
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 3rd floor slab, all column lines, sampled E-10
Date Placed: 7/20/2005 Technician: J. KHderry
Time Batched: 7:04 AM Supplier: Rinker
Time Sampled: 8:09 AM Delivery TicketlTruck No.: 92510675
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 91
Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
.
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
86 A 3 7/23/2005 114000 6.00 28.27 4030 Type 1
B 7 7/27/2005 129500 6.00 28.27 4580 Type 1
C 28 8/17/2005 166500 6.00 28.27 5890 Type 1
D 28 8/17/2005 1 70000 6.00 28.27 6010 Type 2
H
Specifications: 4000 28 days
. I
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
--------,------------~---~""-,-"'-"----"'-,--"-"-'-""-'-'---""~"'~'---'-'_._-,-,-',_._,--",-,,--",-,~,-"'._'-
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561
Engineering · Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 3rd floor slab, all column lines, sampled K-6
Date Placed: 7/20/2005 Technician: J. Kilderry'
Time Batched: 7:51 AM Supplier: Rinker
Time Sampled: 8:41 AM Delivery Ticket/Truck No.: 92510981
Slump (in) (ASTM C143): 8.5 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 91
Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No_ lO (Days) Test (Ibs) (in) (sq. in.) (psi) Break
87 A 3 7/23/2005 116500 6.00 28.27 4120 Type 1
B 7 7/27/2005 139000 6.00 28.27 4920 Type 1
C 28 8/17/2005 176500 6.00 28.27 6240 Tvpe 1
D 28 8/17/2005 174000 6.00 28.27 6150 Type 1
H
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
---~--~~---"-"--------------~-~,~~"'-,-~,~-"'---- ------".-"-----,-.,.-."""'.--.- --- --~_.,---~~ -.,~,--
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 3rd fioor slab, all column lines, sampled S-9
Date Placed: 7/20/2005 Technician: J. Kilderry
Time Batched: 8:10 AM Supplier: Rinker
Time Sampled: 9:10 AM Delivery TicketlTruck No.: 92511193
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
88 A 3 7/23/2005 111000 6.00 28.27 3930 Tvpe 1
B 7 7/27/2005 131500 6.00 28.27 4650 Tvpe 1
,... 28 8/17/2005 188000 6.00 28.27 6650 Tvpe 1
v
0 28 8/17/2005 191500 6.00 28.27 6770 Tvpe 1
H
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
----"--"""----"~----~------,--,,~-,-"""""""-~""-"'~"''''''''''~""'" _,____.___.__,_,,_ ___"_M_"___.""_,,_____,,..__'''''''____''''''~_ ",_",_._",___,_,,_,,_,,_,_,_,___
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 3rd floor slab, all column lines, sampled M-19
Date Placed: 7/20/2005 Technician: J. Kilderry
Time Batched: 8:45 AM Supplier: Rinker
Time Sampled: 9:56 AM Delivery Tickel/Truck No.:
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1156016
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 91
Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
89 A 3 7/23/2005 105500 6.00 28.27 3730 Type 1
B 7 7/27/2005 127500 6.00 28.27 4510 Type 1
C 28 8/17 i2005 1 73500 6.00 28.27 6140 Type 1
0 28 8/17/2005 176000 6.00 28.27 6230 Type 2
H
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
7 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
-_._..._.._..~--"-,~."'_.~~--,....,,~,-,...."'~,-_._..__.~,---,-,,-_.._,_.__.,--,~".._..__.._,-_..,--_._,----_.._''''
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 3rd ffoor slab, all column lines, sampled Q-28
Date Placed: 7/20/2005 Technician: J. Kilderry
Time Batched: 9:37 AM Supplier: Rinker
Time Sampled: 10:45 AM Delivery Ticket/Truck No.: 92512009
Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016
Air Temp. (F): 89 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
90 A 3 7/23/2005 99500 6.00 28.27 3520 Type 1
B 7 7/27/2005 113500 6.00 28.27 4010 Type 2
C 28 8/17/2005 158000 6.00 28.27 5590 Type 2
D 28 8/17/2005 161000 6.00 28.27 5700 Type 2
H
Specifications: 4000 28 days
.
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
--,--"""""~""""""'~-- ~"'~"-''''''''-''''_.~
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Atln: Roger Dobson CAPE CANAVERAL. FL
3425 Atlantic Avenue
Cocoa Beach. FL 32931
Project No: 761-50044
LOCATION: Section A, 3rd floor slab, all column lines, sampled T-37
Date Placed: 7/20/2005 Technician: J. Kiiderry
Time Batched: 10:18 AM Supplier: Rinker
Time Sampled: 11:28 AM Delivery Tickel/Truck No.: 92512340
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 91 Concrete Temp. (F) (ASTM C1064): 94
Dale Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
91 A 3 7/23/2005 113000 6.00 28.27 4000 Tvpe 1
B 7 7/27/2005 132500 6.00 28.27 4690 Tvpe 1
r- 28 8/17/2005 169500 6.00 28.27 6000 Tvpe 1
v
D 28 8/17/2005 172000 6.00 28.27 6080 Type 1
H
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering . Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx B-3
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 6:24 AM Supplier: Rinker
Time Sampled: 7:15 AM Delivery TicketlTruck No.: 40499948
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 91
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
103 A 3 8/6/2005 121000 6.00 28.27 4280 Type 1
B 7 8/10/2005 146000 6.00 28.27 5160 Type 1
C 28 8/31/2005
0 28 8/31/2005
Specifications: 4000 28 days
.
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
_._"--,~""-""~"'-~~--~,-~"-,-~~-,~-"-"-----~- -"._.._--,~"'--
Professional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atiantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx E-7
Date Placed: 8/3/2005 Technician: J. Kiiderry
Time Batched: 7:20 AM Supplier: Rinker
Time Sampled: 7:52 AM Delivery TicketlTruck No.: 92558555
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 8/4/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
104 A 3 8/6/2005 108000 6.00 28.27 3820 Tvpe 1
B 7 8/10/2005 132500 6.00 28.27 4690 Tvpe 1
C 28 8/31/2005
D 28 8/31/2005
Specifications: 4000 28 days
.
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
--- ~,~""~._-
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group L TO, LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx K-10
Date Placed: 8/3/2005 Technician: j. Kiiderry
Time Batched: 7:47 AM Supplier: Rinker
Time Sampled: 8:43 AM Delivery TickeUTruck No.: 92558918
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 92
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
105 A 3 8/6/2005 111000 6.00 28.27 3930 Tvpe 1
B 7 8/10/2005 135000 6.00 28.27 4780 Tvpe 2
C ..,,, 8/31/2005
""u
0 28 8/31/2005
Specifications: 4000 28 days
I .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
5 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 Fax 407/304-5561
FL Engineenng Business 3684
Engineering.. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx S-14
Date Placed: 8/3/2005 Technician: J. Kiiderry
Time Batched: 8:43AM Supplier: Rinker
Time Sampled: 927 AM Delivery TickeUTruck No.: N/A
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 93
Date Received in lab: 8/4/2005 Air Content (ASTM C 173/C231): NIA
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
106 A 3 8/6/2005 102000 6.00 28.27 3610 Tvee 1
B 7 8/10/2005 129500 6.00 28.27 4580 Tvee 2
r- 28 8/31/2005
v
D 28 8/31/2005
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with T est Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
ProfeSSional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering.. Consulting.. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx M-24
Date Placed: 8/3/2005 Technician: J. Kiiderry
Time Batched: 9:30 AM Supplier: Rinker
Time Sampled: 10:16 AM Delivery TicketlTruck No.: 92559643
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 93
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): NIA
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
107 A 3 8/6/2005 103000 6.00 28.27 3640 Tvpe 1
B 7 8/10/2005 131000 6.00 28.27 4630 Tvpe 1
C 28 8/31/2005
0 28 8/31/2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
-"--~--,----,-~--~,~"'-,,- -"._---,.~-~
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Engineering " Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx Q-35
Date Placed: 8/3/2005 Technician: j. Kiiderry
Time Batched: 10:15 AM Supplier: Rinker
Time Sampled: 11:01 AM Delivery TicketlTruck No.: 92560088
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/4/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
108 A 3 8/6/2005 109000 6.00 28.27 3860 Tvpe 1
B 7 8/10/2005 132500 6.00 28.27 4690 Tvpe 1
r- 28 8/31/2005
v
0 28 8/31/2005
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section A, 4th floor slab, approx U-39
Date Placed: 8/3/2005 Technician: J. Kilderry
Time Batched: 10:45 AM Supplier: Rinker
Time Sampled: 11:20 AM Delivery TicketlTruck No.: 92560314
Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016
Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 94
Date Received in lab: 8/4/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
109 A 3 8/6/2005 96000 6.00 28.27 3400 Type 1
B 7 8/10/2005 119500 6.00 28.27 4230 Type 1
C 28 8/31/2005
D 28 8/31/2005
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
~~._~-~,-"~-,-,-""~"'-""-,-""'~,-""""'--,,-"""-"'~""'-,- ~,-""""""""-"""'-~-,~
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Columns: lines S.1-68, S.2-70, S.2-75, S.1-77, S.2-79, S.2-84, S.1-86, U.1-94, U-96 (4th floor)
sampled colulmn 5.1-77
Date Placed: 8i4i2005 Technician: M. Odom
Time Batched: 11:20 AM Supplier: Rinker
Time Sampled: 12:00 PM Delivery TickeliTruck No.: 92565156
Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1176322
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 84
Date Received in lab: 8i5/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
110 A 4 8/8/2005 109000 6.00 28.27 3860 TVDe 1
B 7 8/11/2005 127500 6.00 28.27 4510 TVDe 1
C 28 9/1/2005
0 28 9/1/2005
Specifications: 5000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839' Phone 407/304.5560. Fax 407/304.5561
FL Engineering Business 3684
/Engineering . Consulting. Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: CMU walls and pilasters, col. Line A to J and 88 to 99 (4th floor)
sampled approx. col. Line E-97
Date Placed: 8/4/2005 Technician: M. Odom
Time Batched: 11:50 AM Supplier: Rinker
Time Sampled: 12:30 PM Delivery TicketlTruck No.: 92565320
Slump (in) (ASTM C143): 10 Mix No. & Proportions: 1162918
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 88
Date Received in lab: 8/5/2005 Air ContentJASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
111 A 7 8/11/2005 31500 3.60x3.85 13.86 2270 Tvpe 2
B 28 9/1/2005
,... 28 9/1/2005
v
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF GROUT COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Ailantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Down cells: CMU walls and pilasters, col. Line G.9 to Nand 84 to 86, G.9 to T and 66 to 79 (4th floor)
sampled approx. col. Line R-68
Date Placed: 8/8/2005 Technician: M. Odom
Time Batched: 10:05 AM Supplier: Rinker
Time Sampled: 11 : 1 7 AM Delivery Ticket/Truck No.: 92575062
Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918
Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 82
Date Received in lab: 8/9/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Prism Prism Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
112 A 7 8/15/2005 32500 3.50x3.65 12.78 2540 Tvpe 1
B 28 9/5/2005
C 28 9/5/2005
Specifications: 3000 28 days
REMARKS: X Prisms made by PSI Prisms made by Contractor
X Prisms picked up by PSI Prisms picked up by Contractor
Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
---,-~~~~------,~--,-"""-,,-,~-~,~,~""""""~""""'-"'''''''''''-''''"""""""'-"""""~
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407i304-5560 . Fax 407i304.5561
FL Engineering Business 3684
Engineering. Consulting · Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atiantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C roof slab, sampled at approx. A-97
Date Placed: 8/10/2005 Technician: J. Kilderry
Time Batched: 6:29 AM Supplier: Rinker
Time Sampled: 7:30 AM Delivery TicketlTruck No.: N/A
Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016
Air Temp. (F): 80 Concrete Temp. (F) (ASTM C1064): 88
Date Received in lab: 8/11/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
113 A 3 8/13/2005 112500 6.00 28.27 3980 TVDe 2
B 7 8/17/2005 125500 6.00 28.27 4440 TVDe 1
C 28 9/7/2005
D 28 91712005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
~--~-_.._"-"-~-,---,-,~~-- ~_._--_.,--"---,-,-,~,~"""~ -""'''''''-''''~
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1 A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C roof slab, sampled at approx. 04.5-92
Date Placed: 8/10/2005 Technician: J. Kilderry
Time Batched: 7:05 AM Supplier: Rinker
Time Sampled: 8:09 AM Delivery TicketlTruck No.: 92582781
Slump (in) (ASTM C143): 8.5 Mix No. & Proportions: 1156016
Air Temp. (F): 80 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/11/2005 Air Content IASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
114 A 3 8/13/2005 115000 6.00 28.27 4070 Tvpe 1
B 7 8/17/2005 134500 6.00 28.27 4760 Tvpe 1
C 28 9m2005
D 28 9/7/2005
Specifications: 4000 28 days
. -
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C roof slab, sampled at approx. L-98
Date Placed: 8;10/2005 Technician: J. Kilderry
Time Batched: 7:45 AM Supplier: Rinker
Time Sampled: 8:29 AM Delivery TickellTruck No.: 92583778
Slump (in) (ASTM C143): 4.5 Mix No. & Proportions: 1156016
Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/11/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
115 A 3 8/13/2005 116000 6.00 28.27 4100 Tv De 2
B 7 8;17;2005 143000 6.00 28.27 5060 TVDe 1
C 28 9/7/2005
0 28 9i712005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering . Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atiantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C roof slab, sampled at approx. N-85
Date Piaced: 8/iO/2005 Technician: J. Kilderry
Time Batched: 8:20 AM Supplier: Rinker
Time Sampled: 9:18 AM Delivery TicketiTruck No.: 92583467
Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016
Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 88
Date Received in lab: 8/11/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
116 A 3 8/13/2005 125000 6.00 28.27 4420 Tvoe 1
B 7 8/17/2005 152000 6.00 28.27 5380 Type 2
C 28 9/7/2005
0 28 9/7/2005
Specifications: 4000 28 days
.
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
-~--""-"'~"~ _.~,~--,~,-,,~ -~,~,.,"'~""""'-
Professional Service Industries, Inc' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C roof slab, sampled at approx. K-75
Date Placed: 8/10/2005 Technician: J. Kilderry
Time Batched: 9:20 AM Supplier: Rinker
Time Sampled: 9:45 AM Delivery TickeUTruck No.: 92584194
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 83 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/11/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq, in.) (psi) Break
117 A 3 8/13/2005 118500 6.00 28.27 4190 Type 1
B 7 8/17/2005 145500 6.00 28.27 5150 Type 1
C 28 9/7/2005
0 28 9/7/2005
Specifications: 4000 28 days
. .
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM C172 and ASTM C31.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Alln: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C roof slab, sampled at approx. M-70
Date Placed: 8/10/2005 Technician: J. Kilderry
Time Batched: 9:55 AM Supplier: Rinker
Time Sampled: 11:22 AM Delivery TicketITruck No.: NIA
Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016
Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/11/2005 Air Content lASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
118 A 3 8/13/2005 109500 6.00 28.27 3870 Tvee 1
B 7 8/17/2005 119500 6.00 28.27 4230 Tvee 1
r- 28 9/7/2005
'-'
D 28 9/7/2005
Specifications: 4000 28 days
.
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
10 gallons water added to concrete
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561
FL Engineering Business 3684
Build On
Engineering .. Consulting" Testing
REPORT OF CONCRETE COMPRESSION TEST
Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN
Attn: Roger Dobson CAPE CANAVERAL, FL
3425 Atlantic Avenue
Cocoa Beach, FL 32931
Project No: 761-50044
LOCATION: Section C roof slab, sampled at approx. L-69
Date Placed: 8i10i2005 Technician: J. Kilderry
Time Batched: N/A Supplier: Rinker
Time Sampled: 11:50 AM Delivery TicketlTruck No.: N/A
Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016
Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 90
Date Received in lab: 8/11/2005 Air Content (ASTM C173/C231): N/A
COMPRESSIVE TEST RESULTS
Test Date Total Cylinder Cylinder Compressive Type
No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break
119 A 3 8/13/2005 110500 6.00 28.27 3910 Type 2
B 7 8/17/2005 130000 6.00 28.27 4600 Type 1
'"' 28 9/7/2005
\J
D 28 9m2005
Specifications: 4000 28 days
REMARKS: X Cylinders made by PSI Cylinders made by Contractor
X Cylinders picked up by PSI Cylinders picked up by Contractor
X Test Results Comply with Test Results do not Comply with
applicable specifications applicable specifications
Concrete sampled in accordance with ASTM Ci72 and ASTM C3i.
Compressive Strength tests performed in accordance with ASTM C39.
Respectfully Submitted
Professional Service Industries, Inc.
Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561
FL Engineering Business 3684