HomeMy WebLinkAbout1 Red Cleveland Blvd - BC00-001237 (SANFORD AIRPORT AUTHORITY - AIRPORT TERMINAL EXPANSION) DOCUMENTSSUBDIVISION:
1
0a-63
ZONE DATE
CONTRACTOR
Al
ADDRESS
PHONE # U - 6 P16
LOCATION
OWNER
ADDRESS
PHONE #
PLUMBING CONTRACTOR /
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR .
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS )
ARCHITECTURAL APPROVAL DATE:
ca 141)
PERMIT' # 0 _ 1,?3 7 LOT NO.
JOB ' xu[/
IBLOCK:
SECTION:
COST $, /-30, & I S,. G'00< 00
FEE $
STATE NO.
FEES
FEE $
FEE $
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEES ENERGY SECT. EPI:
h
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
Fema Rec'd
Slab Rec'd
Inspector App'd p 2
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUILDING"""*
DATE 2 U(
PERMIT # ft!)
ADDRESS f "
PROJECT l t wbip-T on
CONTRACTOR
M &
J\,L
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering FIRE
Public Works ZONING
Utilities
Conditions: (to be completed only if approval is conditional
Certificate Of Occupancy Addendum
Owner: OSI Domestic Terminal
Address: l Red Cleveland
Date: 2/27/01
Reason for Disapproval: none
Conditional Agreement:
Subject to:
l . Trees need to be anchored.
2. Retention pond is required to have a skimmer
The following items were not specified on the Final Engineering Plans, but are strongly
encouraged to have a functional parking lot and eliminate potential conflicts in the parking lot:
3. Add four (4) painted directional arrows to the pavement at locations denoted on
attached sheet.
4. Suggest placement of a exit sign at location shown on attached sheet.
Above items are required to be complete by March 15, 2001.
Pit
F:\SHA_ENG\Development Review%Post Approval\Certificate of occupancy\2001\Domestic Terminal.co.wpd
Fema Rec'd
Slab Rec'd
Inspector App' d /V C:
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUILDING""""
DATE 211 2 U
PERMIT # no -- 1 - 3J 0/
ADDRESS
PROJECT
CONTRACTOR M aJ\A
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering FIRE
Public Works 'ZONING
Utilities
p P`- L-e---j
Conditions: (to be completed only it approval is conditional ( Sol-t. " Q.ei a't
4-11 ..
OWNER:
ADDRESS:
DATE:
A. pt p"n7
P156 64Eve-1,441) 'dtvo.
z/sr/of
REASON FOR DISAPPROVAL:
see- A77AfffG4 No-rrs IqPcn /.v i oizr ;S
CONDITIONAL AGREEMENT:
FIRE DEPARTMENT
PUBLIC WORKS
L't 1,(7 s,
UTILITIES
ENGINEERING
2 z8 a
Fema Rec'd
Slab Rec'd
Inspector App' d 0 2
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUI 1CC032C:C CHECKLIST — UTiL1TIES D PT,
test iteceived - ----w ---10Wft knpWw
DATE 2 U ( INITIALS DATE
Utility Inspectors Final v ----- -- ---/.
PERMIT #dC7 — I ;;I-3—"I FDEP Clearance - Water
ADDRESS
F' P Clearance - Sewer
LLU'urvices Easements
PROJECT 4-ty-Qb)P T .)yo"ance Bond (10% - 2yr) CONTRACTORM
a-1\1 1-"
1 The
Building Division has received a request for a final inspection and a Certificate
of Occupancy for the above referenced address. We would appreciate a
final inspection of the site by your department. Approval by your department would
result in a granting a C.O. for the address. If you have any issues that the contractor
will need to address, please submit a statement for denial of C.O. or a conditional
agreement to be attached to the C.O. Thank
you for your cooperation. Engineering
FIRE Public
Works ZONING Utilities
S
59
Fema Rec'd
Slab Rec'd
Inspector App' d Q Z /c
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUII V.9Cr. CHECKUST - UTIUTIES D K.
Rawest Received _ 1!°`_''_---To Wh Imo« --
DATE 2 t I U INITIALS DATE
Utility Inspector's Final ---------- ----------
PERMIT # e Co — I;-3-7 FDEP Clearance - Water ---------
ADDRES S f 2Q.. F P Clearance - Sewer -------- ----------
rvices Easements ----------
PROJECT 4--t vQbw--r 1'IV6"once Bond (1096 - 1yr) ---------- -
Omer --------- ---------- --7VTVvwt-
CONTRACTORM l C pzl ' Nti -
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering FIRE
Public Works ZONING
Utilities 7
Conditions: (to be completed only if approval is conditional)
Fema Rec'd
Slab Rec'd
Inspector App'd I q Q 2
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUILDING****
DATE 2 I t 11 U
PERMIT # ft'--) -- l
ADDRESS 1 "
PROJECT H-i < 4,4 on
CONTRACTOR iUN-t,
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineers
Public Works ZONING
Utilities
Conditions: (to be completed only it approval is conditionai) r'' 14;Vles 'I
Fema Rec'd
Slab Rec'd
Inspector App' d /V C Z 1r,
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUILDING****
DATE 2 (U
PERMIT # fC7 -- 1 ;;1-37-/
ADDRESS f " "" P'i'uCy •
PROJECT 4-1 V1' CC y2--F r .Sl Obi
CON b'—
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineeri
Public Works
Utilities
Conditions: (to be completed only it approval is conditional)
z2,3- I
E V % r fit- orh IMF: S i- 6e Y`(2 ^,o s
111
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aid'•
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
1 RRn CT TVELANLLSLUn for
which permit 00-00001932 has heretofore been issued on lf:41/00
has been completed according to plans and specifications filed in the
office of the Building Offici 1 prior to the issuance of said building
permit, to wit as Y1M iil _ _ i complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
BUILDING:
Finaled
ZONING:
Inspected
UTILITIES:
Water
Lines In
Meter
Set
Reclaimed
Water
LATE APPROVAL DATE APPROVAL
FIRE:
q OIf-Inspected Z Z L-TR
Sewer
LAY, ines In
Tap
ENGINEERING:
Street
Drainage 2A271101 Paved
Maintenance,
Bond
PUBLIC WORKS:
Street
Name Street
Signs 2hJIol Lights
Storm
Sewer Au" riveway
Street
Work
WATER -SEWER IMPACT FEES
WD IMPACT:COMMERCIAL 2/07/00 13812.50
WD IMPACT:COMMERCIAL 11/15/00 13812.50
SD IMPACT:COMMERCIAL 2/07/00 36125.00
SD IMPACT:COMMERCIAL 11/15/00 36125.00
i
C)aol(ol
OWNER BUILDING • PJ
Certificate Of Occupancy Addendum
Owner: OSI Domestic Terminal
Address: 1 Red Cleveland
Date: 2/27/01
Reason for Disapproval: none
Conditional Agreement:
Subject to:
1. Trees need to be anchored.
2. Retention pond is required to have a skimmer
The following items were not specified on the Final Engineering Plans, but are strongly
encouraged to have a functional parking lot and eliminate potential conflicts in the parking lot:
3. Add four (4) painted directional arrows to the pavement at locations denoted on
attached sheet.
4. Suggest placement of a exit sign at location shown on attached sheet.
Above ite s are required to be complete by March 15, 2001.
l
FASHA ENG\Development Review\6Post ApprovaKertificate of occupancy\200BDomestic Terminal.co.wpd
Fema Rec'd
Slab Rec'd
Inspector App'd go r•lq
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUILDING****
DATE a It IUD
PERMIT # &n - I;X
ADDRESS " J
PROJECT V 1-" IF1 S1 Can
A
CO
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering FIRE
Public Works i '`VI ZONING
Utilities
OPw-tom
Conditions: (to be completed only if approval Is conditionaP—n—sr-t— t2 4Lti1 , n f i A..
it-
OWNER: 191•%'PA-
ADDRESS: GLFv lA 4 Qc o.
DATE: 2/:)I%vl
REASON FOR DISAPPROVAL:
S,6G A774Wa No-res Aeoll /.vsP€GTss
CONDITIONAL AGREEMENT:
FIRE DEPARTMENT
w; 71tiw 2 "- ,t77
L /,,
UTILITIES
PUBLIC WORKS ENGINEERING
Thank you for your cooperation.
Engineering FIRE
Public Works ZONING
Utilities
Conditions: (to be completed only it approval Is cor d'itlonal / •4
le i i' eo j "do d 0 ee elf ,r ore
v e d
0
h Vol tl `Zt• dlo dfv Rio•, rLco.
Fema Rec' d
Slab Rec'd
Inspector App' d G12
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
COMMERCIAL BUILDING"""
DATE 2 U(
PERMIT #(!o l ;;-3 1
ADDRESS .1 " P,LU,O .
PROJECT *1 VQ6)P-T Or)
CONTRACTOR
M a',"L
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineeri
Public Works
Utilities
Conditions: (to be completed only it approval Is conditional)
2-2-3- d
CITY OF SANFORD MECHANICAL APPLICATION
PERMIT N0. - DATE: 15 — 22 " o I
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQ(iPMENT: . /
OWNER'S NAME
ADDRESS OF JOB
S=t(21;:— 7-all- >
CONTRACTOR: 14 g= 4--
Subject to rules and regula apical Code
By Signing this application 1 am stating that I am in compliance with
Mechanical Code.
t
Applicant Sipature
c G E States Licenseill
CITY OF SANFORD FIRE DEPARTMENT ?
FEES FOR SERVICES N
PHONE # 407-302-1091 * FAX #: 407-330-56771
DATE: =3 -2- -1' It, / PERMIT #: 0 / /`,/ `
BUSINESS NAME / PROJECT: W -A-IL Y-
11
S /+ i 1 c,'n r It i //i' /L
v
ADDRESS: l 411 o C L IL V)i 4 A h'q 1.7 i 4, 0. Q
2
PHONE NO.. 9. 7 - --i a- Al - L L C I FAX NO.:
CONST. INSP. [ ] C / O INSP.:[ ] RE NSPECTION [ ] PLANS REVIEW [ ]
F. A. [ ] F.S. [ ] HOOD [> PAINT BOOTH [ ] BURN PERMIT [ ]
TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ ]
TOTAL FEES: $ / a C.-
COMMENTS:
Address / Bldg. # / Unit #
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
H.
12.
13.
14.
15.
16.
17.
18.
19.
20.
PER UNIT SEE BELOW)
Square Footaee Fees per Bid¢ / Unit
10 C
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656 Prool'ol' Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I jeo I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanford Fire Pr vention Division Applicant's Signature
CITY OF SANFORD, FLORIDA
PERMIT NO ("
I 10kg- DATE A THE
UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING
PLUMBING WORK: OWNER'
S NAME -9444" (I'r !" lerryls
esmura•rr' L
ADDRESSOFJOBOneReelC/e ,0144d 464-d ^ Kcys•
7a+e— PLUMBING
CONTR. a fe-AW1 j-44— _ Res. _ Comm. Subject
to rules and regulations of Sanford Plumbing code. Residential:
I Number Amount Alteration,
Addition, Repair I
New
Residential: One
Water Closet Additional
Water Closet Commercial:
Fixtures.
Floor Drain, Trap _ _ O o 2 SevArg
3 0 C Water
Piping 3 00 Gas
iping C actorybuilt
housing Mobile
Home Application
Fee Minimum
Commercial Permit: S25. oo ToUI sG
vv;
d P SP'e441 n.,
w,b.. 5rate
Cer*rPed C*ihft- ab /- COM/
UENCY CARD NO-_10,tC— ,C0 5 sp
CITY OF SANFORD it CAL APPLICATION
D --) - P ,
PERMIT NO. "-' I ` I LJ DATE:
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQUIPMENT:
OWNER'S NAME 0,Q R Y S l ti'-72Fn I )
ADDRESS OF JOB W )e&716 C " D
MECHANICAL CONTRACTOR:
RESIDENTIAL COMMERCIAL
Subject to rules and regulations of Sanford Mechanical Code
NATURE Q W
14 •
r
tur.7 U.AZA, -z -
By Signing this application I am stating that I am in fiance with City of Sanford
Mechanical Coda
App ' ature
vo fi c
Drq!COUAfT EQUIPmENT-INTERNAT14)NAL
140 SER VICE EQUIPMENT AND
i FAX !20 2/q,E T
OP-M. RUSIS LENZI
P- _A N Y,
agL
L'f2 e-; O-r A.J 0&01
QC N_O
PA E476 :3 SNTH CO
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4- 5A
Fill L-Al. -A-
I
Sanford, FIorofrdGt
Building Department d
P.O. Box 1788 - 32772-1788
Telephone (407) 330-5656
Fax (407) 330-5677
December 14, 2000
Mr. Victor D. White, A.A.E:
Sanford Airport Authority
One Red Cleveland Blvd, STE 200
Sanford, FL 32773
RE: Request for Temporary Approval
Dear Mr. White:
The City of Sanford Building Division is authorizing the use of the TBI office space portion of
the new terminal building.
This authorization given is subject to final City approval being obtained for the entire project,
which is anticipated to be 90 days.
If I can be of any further assistance, please contact me at 407-330-5658.
Sincerely,
an /H
Dan M. Florian
Building Official
DMF/mm
xc: Mayor Larry Dale
Mike McGibeny
Robert Walter
The Friendly City"
e -`%.
SANFORD AIRPORT
December 7, 2000
Mr. Dan Florian, Building Official
City of Sanford Airport Authority
P. O. Box 1788
Sanford, Florida 32772
REF: Orlando Sanford Airport
Terminal Expansion Program
Temporary Certificate of Occupancy
Dear Dan:
77
a
This letter is to request the issuance of a Temporary Certificate of Occupancy for the TBI
office space portion of the new terminal building. The entire project is not planned to be
totally complete until March 2001. However, the contractor is ahead of schedule and we are
now ready to begin using this part of the building prior to March.
If you have any questions, please give Karl Geibel or me a call. Thanks for your assistance.
Victor D. White, A.A.E.
Executive Director
VDW:ag
cc: Chairman William R. Miller
Mayor Larry A. Dale
Karl Geibel, Director of Engineering
Turner Construction Company
Sanford Airport Authority
One Red Cleveland Boulevard. Suite 200
Sanford. F1.32773
407) 322-7771 9 Fax (407) 322-5834
www orlandosanfordairport.com
December 7, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #18
Dear Mr. Florian:
Attached are daily reports and Summary #18 for the above referenced project for the
period 11/06/00 to 12/07/00. Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
9 z,.,W
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
4y
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Trodeport Dr. - Orlodo, FL 32827
Phone 407 851-9776 - Fox 407 851-6115
IDEATRICK ENGINEERING IASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-18
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period : 11/06/00-12/07/00
Inspection Period : Daily Reports, Numbers 88 - 90
S.I.L.'s Resolved :
3: Drilled hole size acceptable per Amore Engineering 12-06-letter.
5: %" anchor boh installation acceptable per Amore Engineering 12-06-00 letter.
8: U-bar spacing acceptable per Amore Engineering 12-06-00 letter.
9: Lap splice acceptable per Amore Engineering 12-06-00 letter.
11: 28 day compressive strength test result acceptable per Amore Engineering 12-06-00 letter.
13: Nelson stud placement acceptable per Amore Engineering 11-14-00 letter.
14: E.O.R. has discussed with Contractor and has accepted as -built conditions (reference E.O.R.
11-14-00 letter).
15: E.O.R. has discussed with Contractor and has accepted as -built conditions (reference E.O.R.
11-14-00 letter).
22: Eave structure bok size & hole diameter acceptable per Amore Engineering 11-14-00 letter.
28: 28 day compressive strength test report received.
29: 28 day compressive strength test report received.
50: Resolved per Amore Engineering 12-06-00 letter.
52: Resolved per Amore Engineering 12-06-00 letter.
81: 28 day compressive strength test report received.
82: 28 day compressive strength test results resolved per Amore Engineering 12-06-00 letter.
83: 28 day compressive strength test report received.
86: Resolved per Amore Engineering 11-14-00 letter and American Buildings Co. 6/2/00 fax.
94: Connections acceptable per Amore Engineering 11-14-00 letter.
95: Resolved per Amore Engineering 11-14-00 letter.
97: 28 day compressive strength test results resolved per Amore Engineering 12-06-00 letter.
99: Non-structural concrete pour. Resolved per Amore Engineering 12-06-00 letter.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-18
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Submittals Received: (Seven - copies on file DEA office)
1) 28 day compressive strength test result report for S.I.L. #28
2) 28 day compressive strength test result report for S.I.L. #81
3) 28 day compressive strength test result report for S.I.L. #83
4) Amore Engineering 11/14/00 letter re: S.I.L. #8, #9, #13415, #22, #94 & #95
5) J. Cochran, P.E. with American Buildings Co. 6/2/00 fax re: Purlin Loading
6) 28 day compressive strength test report received for S.I.L. #29
7) Amore Engineering 12-06-00 letter re: S.I.L.'s #3, #5, #8, #9, #11, #14, #15, #50, #52, #82,
86, #95, #97 & #99.
S.I.L.'s -Added: 0
Resolved : 21
Open: 0
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford FL 32773
SIL DATE STRUCT. LOCATION DESCRIPTION S11 P.E./CONT. RESPONSE Sil DATE
OF ELEMENT
1
REPORT
03/09/00 Footing/pilecap Hl 1 No hooked bats WJD Acceptable E.O.R. 3-8-00 fax WJD 10-24-00
2 03/08/00 Foundations H12,13, G12,13, E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J14 and J15 Hole depth WJD Resolved per E.O.R. 12-06-00 ltr 4,qD
12-07-00
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD Fix provided WJD 10-24-00
5 03/23/00 Footings L) x (14.5) Anchor bolt diameter WJD Resolved per E.O.R. 12-06.00 ltr c,-Q:> 12-07-00
6 03/24/00 FoundatiotJpilecap L-M) x (13-14) Rebar hook length WJD Acceptable E.O.R. Y24/00 memo WJD 10-24-00
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD Fix provided WJD 10-24-00
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD Resolved per E.O.R. 12-06-00 ltr 4.,e> 12-07-00
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD Resolved per E.O.R. 12-06-00 ltr G, (b 12-07-00
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD Inspected by Turner Constr. WJD 10-23-00
11 04/07/00 Footings J 11, J 12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD Resolved per E.O.R. 12-06-00 ltr w b 12-07-00
12 04/07/00 Deck 17-0.3) x (J-E) No spec on lap screw placement WJD Detail provided WJD 10-24-00
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD Resolved per E.O.R. 11/14/00 ltr C,V 11-17-00
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD Resolved per E.O.R. 11/14/00 ltr 4-D 11-17-00
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD Resolved per E.O.R. 11/14/00 Itr Gvo 11-17-00
16 04/07/00 Deck 17-0) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD Bolts replaced & torqued WJD 10-24-00
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min. regmnt WJD Resolved-reinspection WJD 09-15-00
19 04/12/00 Beamstpurlins 0.5-8) x (D.8-F) Need weld detail for beam to purhn clip WJD Detail provided WJD 10-24-00
20 04/12/00 1 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts I WJD I Acceptable per 4/17/00 fax WJD
Note: WJD - Previously reviewed by Special Inspector, Warred J. Deatrick, P.E.
Reviewed By: Qc _—W)
DEATRICK ENGINEERING ASSOCIATES, INC.
Permit Agency: City of Sanford
P.O. Box 1788
Sanford. Florida 32772
3026 Carrier Avenue
Sanford. FL 32773
SPECIAL INSPECTOR'S LOG
Terminal Expansion I Project No: 00-039
SIL DATE STRUCT. LOCATION DESCRIPTION Sir P.E./CONT. RESPONSE Sir DATE
OF ELEMENT
REPORT
21 04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD Detail provided WJD 10-24-00
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD Res. -per E.O.R. 11/14/00 letter c-, 90 11-17-00
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD Required per E.O.R. 4/6/00 fax WJD 10-24-00
24 04/14/00 Bolts 7-16) x (E-J) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD Res. -per Amore 3-29-00 memo WJD 10-24-00
26 04/17/00 Project Project Mix design #1156229 WJD Res. -should read #1156229 WJD 05-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
28 04/19/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD Resolved -report received w qD
11-09-00
29 04/21/00 Footings 15) x (I2A); (L) x (14.5) 28 day comp. str. rpt. not received WJD Resolved -report received Vk)
12-07-00
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21/00 Footings L -M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators # 1 dt #2 28 day comp. st. rpt. not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31 C drilled - epoxied w/o inspection WJD Inspected by Turner Constr. WJD 10-23-00
34 04/25/00 Bolts F) x (0.5-5) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
35 04/29/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap bet. steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.5,K,L x18.6; 30,31 B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 05/03/00 Footings 27, 28, 29 x BCD, 3 1 A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 1 05/06/00 1 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:.i
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford,Florida 32772 Sanford FL 32773
SII.. DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
41 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 5/06100 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved-reportreceived WJD 06-16-00 43
5/06100 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 44
5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 45
5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 46
5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00 47
5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 48
5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00 49
5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 50
5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. rpt. not received WJD Resolved per E.O.R. 12-06-00 ltr p O 12-07-00 51
5/09/00 Footings 22A, 23A-C, 2413, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00 52
5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD Resolved per E.O.R. 12406-001tr 12-07-00 53
5/10/00 Footings 20C-D, 21 B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 54
5/12/00 Slab H-J) x (11-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00 55
5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 56
5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00 57
5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 58
5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 59
5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00 60
5/20/00 1 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD I Resolved -report received WJD 06-16-00 Note:
WJD - Previously reviewed by Special Inspector. Warren J. Deatrick, P.E. Reviewed
By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Pro'ect: Orlando/Sanford Airport Terminal Expansion Pro'ect No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SEL DATE STRUM LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
65 5/23/00 Bolted connections A-D) x (18-31) 50% did not meet 28 kip minimum WJD 28 kips requirement met WJD 10-24-00
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD Washers installed WJD 10-24-00
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD Washers installed WJD 10-24-00
68 5/23/00 Bolted connections D) x (25) Washers missing WJD Washers installed WJD 10-24-00
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 10-24-00
70 5/26100 Rotunda J footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
71 5/29/00 Footing / rotunda 31, A, D, and 29D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
74 6/03100 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
79 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
80 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 1 07-03-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deaoick. P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 1 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SEL DATE STRUCT. LOCATION DESCRIPTION S11 P.E./CONT. RESPONSE SI DATE
OF ELEMENT
81
REPORT
6/16100 Slab C,)) x (25-26) 28 day comp. sit. rpt. not received WJD Resolved -report received w j 11-09-00
82 6/16/00 Slab 0.5-17) x (J-E) 28 day results (3830 psi) <4000 spec psi WJD Resolved per E.O.R. 12-06-00 ltr 12-07-00
83 7/06100 Footings Column lines 10, 11, 12 28 day comp. str. rpt. not received WJD Resolved -report received 11-09-00
84 7/06/00 Column, beams Tower, (L) x (10.8-18.6) Weld detail for tube beam to column WJD Detail provided WJD 10-24-00
85 7/12/00 Beams, columns Tower Holes enlarged by burning WJD Per E.O.R. 8-10-00 Fax WJD 10-24-00
86 7/12/00 Cable supports Ticket area Supports need E.O.R. review WJD Res -per 11-14-00 Itr & 6.02-00 fx 4v4a,) 12-07-00
87 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
88 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
89 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
90 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
91 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
92 7/20/00 Bolted connections A-D) x (27-28) Washers missing WJD Resolved washers placed WJD 10-24-00
93 7/24/00 Welds Ticket area (J) x (13-18.6) Insufficient, holes & undercutting WJD Resolved-redrilled & repaired WJD 10-24-00
94 7/24/00 Bolted connections Ticket area (J) x (13-18.6) Connections at beams not per detail WJD Resolved per E.O.R. 11 /14/00 Itr 11-17-00
95 7/24/00 Cable connections Ticket area (J) x (13-19.6) Cable fix needs E.O.R. review WJD Resolved per E.O.R. 11/14/00 Itr CA:)
11-17-00
96 7/27/00 Slab Loading area 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
97 8/10/00 Footings 28 day results (2880 psi) <3000 spec psi WJD Resolved per E.O.R. 12-06.00 ltr t Q:>
12-07-00
98 9/10/00 Welds L-13) Under cutting & burn through WJD Resolved-reinspection WJD 08-11-00
99 8/11/00 Slab Stem wall (L) x (l 1-19) 28 day comp. str. rpt. not received WJD Resolved per E.O.R. 12-06-00 Itr 12-07-00
100 8/1&00 Welds 1,M) x (13.5-14.5) Do not comply with AWS Dl.I WJD Resolved-reinspection WJD 08-17-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By: —* 0 ......,
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Tenninal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SEL DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
OF ELEMENT
REPORT
101 9/22100 Canopy Ticket booth area Welds insufficient and missing angle WJD Resolved-remspection WJD 08-25-00
102 8/30/00 Tube Ticket area Several welds with excessive undercut WJD Resolved-reinspection WJD 09-01-00
103 8/30/00 Bracing Ticket area Need approved detail, for as -built connec. WJD Detail provided WJD 10-24-00
104 9130/00 Pun in Canopy walkway Need approved detail, for as -built connec. WJD Resolved-reinspection WJD 09-01-00
105
106
107
109
109
110
111
112
113
114
115
116
117
118
119
4120Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By: Y
DEATRICK ENGINEERING SUMMARY - COMPRESSIVE STRENGTH: CYLINDERSASSOCIATES, INC.
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1034818 28-Day Strength (psi): 3000
SET Lab DATE LOCATION AGENT SLUMP COMPRESSIVE STRENGTH 28 DAY COMMENTS
CAST 4"* 1") 7-DAY 28-DAY 28-DAY AVG
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/4 1950 2760 2480 2620 28 day < spec - SIL # 11-Res.
4 03-13.00 Footings/wall UES 3'/. 2100 3140 3010 3080
5 03-16-00 Foundation/wafteam UES 6'/, 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/, 2630 3610 3610 3610 SIL #28-Resolved
8 03-23-00 Footings Contractor Not taken 2060 3200 3220 3210 7 day < 70% of spec
SIL #29-Resolved
9 03-24-00 Footings UES 5% 2470 3930 3780 3860 SIL #30-Resolved
10 03-24-00 Footings UES 7%: 2310 3390 3520 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/• 2240 3380 3360 3370 7 day < 70% of spec
13 04-04-00 Footings Contractor Not taken 1590 3030 3050 3050 7 day < 700/9 of spec
14 04-05-00 Footings UES 4%s 2230 3350 3340 3350 SIL #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 S1L #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #50-Res. per 12-061tr
17 04-10-00 Footings UES 5%: 1890 2850 2910 2880 28 day < spec SIL #97 Res.
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SII., #52-Res. per 12-061tr
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 SIL #53-Resolved
20 04-26-00 Rotundas UES 6 2210 3660 3510 3590 S1L #69-Resolved
Reviewed By:
DEATRICK ENC;.—ENNO
AssOC1ATEs, WC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECEWEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 2
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" f 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
21 04-27-00 Rotunda/footing UES 5%: 1630 3070 3030 3050 SIL #70-resolved
22 05-01-00 Footing/rotunda UES 5%: 1830 3320 3250 3290 7 day < 70% of spec
23 06-06.00 Footings UES 8 2290 3430 3290 3360 SIL #83-Resolved
24 07-14-00 Slab, stem wall UES 4 28 day comp. str. test rpt. not reed SII. #"-Res. per 12-06 Itr
Reviewed By:
DEATRICK ENCi1NEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
i I
61w:3 yea
inlma= 1. .
IM
Reviewed By:
E:E
DE f UMIC ENGINEERING
ASSOCIA7Es, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi): 4000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
S" f lvz-)
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 4/8/00 Slab LIES 8 3190 4480 4290 4390 sE. "0-R-1ved
2 4/8/00 Slab UES 8%: 3350 3920 4310 4120 SH."I-Remind
3 4/8/00 Slab UES 8%2 3370 4530 4540 4540 sE-#42-Remlved
4 4/8/00 Slab UES 7'/, 3120 4760 4710 4740 sE, xas-Rmwed
5 4/8/00 Slab UES 8'h 2590 3680 3970 3830 srao#44 -sg4 a°`aso
16"1
6 4/8/00 Slab UES 8 3100 4340 4370 4360 SIL "i-Remlved
7 4/8/00 Slab UES 9 3050 4030 4160 4100 sE-#4&R-1-d
8 4/8/00 Slab UES 8 3300 4460 4260 4360 SE.W-Rewly"
9 4/8/00 Slab UES 7%: 3300 4450 4400 4430 SE.#U-Remlved
10 4/8/00 Slab UES 7% 2940 4090 4020 4060 SE. #4M mlved
11 5/6/00 Elevator deck UES 9 3330 5570 5510 5540 SE,#n-Remlved
12 5/6/00 Elevator deck UES 9 3110 5550 5420 5490 sE, #n-Remlved
13 5/6/00 Elevator deck UES 5 3210 5700 5640 5670 SE "aResolved
14 5/6/00 Elevator deck UES 4%: 3120 5440 5420 5430 sE, #73-Remhrod
15 5/6/00 Elevator deck UES 4%: 3260 5580 5190 5380 sa. #76Remhvd
16 5/6/00 Elevator deck UES 4%2 3070 5140 5490 5320 SE, p77- RemWed
17 5/6/00 Elevator deck UES 5 3000 5570 5230 5400 sE. #78-Remlved
18
19
20
Reviewed By:
OEATRICps OINEERIN0 ASSOCIATES,
INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS SPECIMEN
SIZE: 6" X 12" Project:
Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1 Address:
3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker Contractor:
Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400 SET
Lab DATE CAST
LOCATION
AGENT SLUMP 3"
f 1'/i') COMPRESSIVE
STRENGTH 28 DAY AVG
COMMENTS
7-
DAY 28-DAY 28-DAY 1
04/22/00 Slab (E-L) x (7-17) UES 5%: 3720 4900 4650 4780 SEL #55-Resolved 2
04/22/00 Slab (E-L) x (7-17) UES 5 3840 5260 5290 5290 SIL, #56-Resolved 3
04/22/00 Slab (E-L) x (7-17) UES 7%: 3790 4910 5120 5020 SIL #57-Resolved 4
04/22/00 Slab (E-L) x (7-17) UES 6%: 3760 5070 6030 5050 SIL #58-Resolved 5
04/22/00 Slab (E-L) x (7-17) UES 4%: 3980 5310 5200 5260 SIL #59-Resolved 6
04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved 7
04/22/00 Slab (E-L) x (7-17) UES 4%: 3910 5300 5220 5260 SIL #61-Resolved 8
04/22/00 Slab (E-L) x (7-17) UES 6'/, 3470 4780 4900 4840 SEL #62-Resolved 9
04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4940 SIL #63-Resolved 10
04/22/00 Slab (E-L) x (7-17) UES 5 3910 5080 5290 5190 SIL #64-Resolved 11
05/11/00 Slab (H-NO x (17-22) UES 6 3280 4310 4480 4400 SIL #79-Resolved 12
05/11/00 Slab (H-NO x (17-22) UES 6 3070 3950 3800 3880 SII., #80-Resolved 13
05/18/00 Slab (CA x (25-26) UES 63/. 3490 4640 4510 4580 SEL #81-Resolved 14
06/16/00 Slab (A-D) x (24-31) UES 6 3610 4760 4900 4830 SIL #87-Resolved 15
06/16/00 Slab (A-D) x (24-31) UES 5 3620 4650 4660 4660 SIL #88-Resolved 16
06/16/00 Slab (A-D) x (24-31) UES 5 3770 4810 4760 4790 SIL #89-Resolved 17
06/16/00 Slab (A-D) x (24-31) UES 7'h 3570 4610 4390 4300 SIL #90-Resolved 18
06/16/00 Slab (A-D) x (24-31) UES 4'/4 4080 4160 4880 5020 SIL #91-Resolved 19
06/29/00 Slab, loading area UES 5%, 4460 5800 5380 3580 SIL #96-Resolved 20
Reviewed
By:
THRESHOLD INSPECTION DAILY REPORT NO.88
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00 - 12/07/00
Inspector: B. Hammer
Inspection Date: 11/09/00
Weather: Clear Temp. 84° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Footing: (10.8) x Q.3-L) : -2
S.I.L. #28 (resolved): 28 day compressive strength test report received.
No deficiencies noted
Slab: (25-26) x (C-D), (25-18) x (A-C) : grade
S.I.L. #81 (resolved): 28 day compressive strength test report received.
No deficiencies noted
Footings : column lines 10, 11, 12 @ M3 & M5 : grade
S.I.L. #83 (resolved): 28 day compressive strength test report received.
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.88
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00 - 12/07/00
Inspector: B. Hammer
Inspection Date: 11/09/00
Weather: Clear Temp. 84°
Submittals Received:
Rain N Windy N
1) 28 day compressive strength test result report for S.I.L. #28 (copy on file DEA office)
2) 28 day compressive strength test result report for S.I.L. #81 (copy on file DEA office)
3) 28 day compressive strength test result report for S.I.L. #83 (copy on file DEA office)
Reviewed By:
Deatrick Engineering Associates, Inc.
9
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.89
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00 - 12/07/00
Inspector:
Inspection Date: 11/17/00
Weather: Temp. Rain Windy
05100 - STRUCTURAL STEEL
Deck : (17-0.5) - Q-E) : 113.4
S.I.L. #13 (resolved): Nelson stud placement acceptable per Amore Engineering
11-14-00 letter.
S.I.L. #14 & #15 (resolved): E.O.R. has discussed with Contractor and has accepted as -built
conditions (reference E.O.R. 11-14-00 letter, copy on file DEA
office)
No deficiencies noted
Bolts: (E-F) x (0.5-7)
S.I.L. #22 (resolved): Eave structure bolt size & hole diameter acceptable per Amore
Engineering 11-14-00letter.
No deficiencies noted
Cables, angles, bolted connections: overhead ticket area: (n x (13-18.6) : +11'
S.I.L. #94 (resolved): Connections acceptable per Amore Engineering 11-14-00 letter.
S.I.L. #95 (resolved): Resolved per Amore Engineering 11-14-00 letter.
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.89
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00 - 11/25/00
Inspector:
Inspection Date: 11/17/00
Weather: Temp.
05120 - STRUCTURAL STEEL
Rain Windy
Cable supports : ticket area fiaming
S.I.L. #86 (resolved): Resolved per Amore Engineering 11-14-00 letter and American
Buildings Co. 6/2/00 fax.
No deficiencies noted
Submittals Received:
1. Amore Engineering 11/14/00 letter re: S.I.L. #8, #9, #13415, 422, #94 & #95
copy on file DEA office).
2. J. Cochran, P.E. with American Buildings Co. 6/2/00 fax re: Purlin Loading (copy on file
DEA office.)
Reviewed By:
Deatrick Engineering Associates, Inc.
9Cz>'--'4
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.90
PROJECT NO.00-039
PAGE 1 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00-12/07/00
Inspector:
Inspection Date: 12/07/00
Weather: Temp. Rain Windy
03200 - CONCRETE REINFORCEMENT
Footings: (L) x (14.5) : 100"0"
S.I.L. #5 (resolved): '/;' anchor boh installation acceptable per Amore Engineering 12-06-00
letter.
No deficiencies noted
Footings : 27B, C, D; 28B, C, D; 29B, C, D; 3 1 A : grade
S.I.L. #8 (resolved): U-bar spacing acceptable per Amore Engineering 12-06-00 letter.
No deficiencies noted
Footings: 30A, 29A, 28A, 28B : grade
S.I.L. 09 (resolved): Lap splice acceptable per Amore Engineering 12-06-00 letter.
No deficiencies noted
Footings : J11, J12, J.3-12.4
S.I.L. #11(resolved) 28 day compressive strength test result acceptable per Amore
Engineering 12-06-00 letter.
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.90
PROJECT NO.00-039
PAGE 2 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00-12/07/00
Inspector:
Inspection Date: 12/07/00
Weather: Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE
Footing: (J.5) x (12.4) : 96'0"
Footing : (L) x (14.5) : 10010"
S.I.L. #29 (resolved): 28 day compressive strength test report received.
No deficiencies noted
Footings: (22-C, D), (27-B, C, D), (26-B, C, D), (29-D) : grade
S.I.L. #50 (resolved): Resolved per Amore Engineering 12-06-00 letter.
No deficiencies noted
Footings: 26A, 25A, B, C, & D, 24-8 : grade
S.I.L. #52 (resolved): Resolved per Amore Engineering 12-06-00 letter
No deficiencies noted
Slab: (0.5-17) - Q-E) : 113'4"
S.I.L. #82 (resolved): 28 day compressive strength test results resolved per Amore Engineering
12-06-00 letter.
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.90
PROJECT NO.00.039
PAGE 3 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00 - 12/07/00
Inspector:
Inspection Date: 12/07/00
Weather: Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE (continued)
Footings: 28D, 22A, 23A, 23C, 23B, 24B : grade
S.I.L. #97 (resolved): 28 day compressive strength test results resolved per Amore Engineering
12-06-00 letter.
No deficiencies noted
Slab: stem wall (L) x (11-19) : grade
S.I.L. #99 (resolved): Non-structural concrete pour. Resolved per Amore Engineering
12-06-00 letter.
No deficiencies noted
05120 - STRUCTURAL STEEL
Anchor bolts : J 14 and J 15 : grade
S.I.L. #3 (resolved): Drilled hole size acceptable per Amore Engineering 12-06-00 letter.
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.90
PROJECT NO.00-039
PAGE 4 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 11/06/00-12/07/00
Inspector:
Inspection Date: 12/07/00
Weather: Temp.
Submittals Received:
Rain Windy
1) 28 day compressive strength test report received for S.I.L. #29 (copy on file DEA office
2) Amore Engineering 12-06-00 letter re: S.I.L.'s #3, #5, #8, #9, #11, #14, #15, #50, #52, #82,
86, #95, #97 & #99. (copy on file DEA office)
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
December 8, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Final Letter
Dear Mr. Florian:
To the best of my knowledge and belief, construction of all structural load -bearing
components for the above -referenced project complies with the permitted documents, and
with shoring and reshoring plans, including approved changes as noted in our daily reports
and on the Special Inspector's Log.
The final Special Inspector's Log is attached.
This letter is intended to comply with Florida Statutes, Chapter 553, Section (7)(a).
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren J. Deatnck, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
Uy
Attachment
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Tradeport Dr. -Orlando, FL 32827
Phone 407 851-9776 - Fax 407 851-6115
DEATRICK ENGINEERING
ASSOCIATES, INC.
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SEL DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
1 03/08/00 Footing/pilecap Hl 1 No hooked bars WJD Acceptable E.O.R. 3-" fax WJD 10-24-00
2 03/08/00 Foundations H12, 13, G12,13, E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J14 and J15 Hole depth WJD Resolved per E.O.R. 12-06-00 ltr WJD 12-07-00
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD Fix provided WJD 10-24-00
5 03/23/00 Footings L) x (14.5) Anchor bolt diameter WJD Resolved per E.O.R. 12-06-00 ltr WJD 12-07-00
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD Acceptable E.O.R. 3/24/00 memo WJD 10-24-00
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD Fix provided WJD 10-24-00
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD Resolved per E.O.R. 12406-00 ltr WJD 12-07-00
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD Resolved per E.O.R. 12-06-00 ltr WJD 12-07-00
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD Inspected by Turner Constr. WJD 10-23-00
11 04/07/00 Footings J 11, J 12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD Resolved per E.O.R. 12-06-00 ltr WJD 12-07-00
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD Detail provided WJD 10-24-00
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD Resolved per E.O.R. 11/14/00 ltr WJD 11-17-00
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD Resolved per E.O.R. 11/14/00 ltr WJD 11-17-00
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD Resolved per E.O.R. 11/14/00 ltr WJD 11-17-00
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD Bolts replaced dt torqued WJD 10-24-00
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min regmnt WJD Resolved-reinspection WJD 09-15-00
19 04/12/00 Beamstpurlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD Detail provided WJD 10-24-00
20 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD Acceptable per 4/17/00 fax WJD 10-24-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue A ent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE Sir DATE
21 04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD Detail provided WJD 10-24-00
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD Res. -per E.O.R. 11/14/00 letter WJD 11-17-00
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD Required per E.O.R. 4/6/00 fax WJD 10-24-00
24 04/14/00 Bolts 7-16) x (E-J) 50% did not meet lap requirement WJD Resolved-remspection WJD 09-15-00
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD Res. -per Amore 3-29-00 memo WJD 10-24-00
26 04/17/00 Project Project Mix design #1156229 WJD Res. -should read #1156229 WJD 05-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 11-09-00
29 04/21 /00 Footings 15) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 12-07-00
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21 /00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators # 1 & #2 28 day comp. st. rpt not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31 C drilled - epoxied w/o inspection WJD Inspected by Turner Constr. WJD 10-23-00
34 04/25/00 Bolts F) x (0.5-5) 50% did not meet kip requirement WJD Resolved-remspection WJD 09-15.00
35 04/28/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap bet. steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.5,K,L x18.6; 30,31B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 05/03/00 Footings 27, 28, 29 x B,C,D; 31A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD W 16-00
40 05/06/00 1 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 0&16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford, Florida 32772 Sanford FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E.1CONT. RESPONSE SI DATE
41 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
43 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
44 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
45 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. W. W. not received WJD Resolved -report received WJD 06-16-00
46 5/06100 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
47 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
48 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
49 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
50 5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. rpt. not received WJD Resolved per E.O.R. 12406-00 ltr WJD 12-07-00
51 5/09/00 Footings 22A, 23A-C, 24B, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD Resolved per E.O.R. 12406-00 ltr WJD 12-07-00
53 5/10/00 Footings 20C-D, 21B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
54 5/12/00 Slab H-J) x (11-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
58 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WM 06-16.00
60 5/20/00 1 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WM 06-16-00
Mote: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION Sir P.E./CONT. RESPONSE S11 DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
64 3/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
65 5/23/00 Bolted connections A-D) x (18-31) 50% did not meet 28 kip minimum WJD 28 kips requirement met WJD 10-24-00
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD Washers installed WJD 10-24-00
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD Washers installed WJD 10-24-00
68 5/23/00 Bolted connections D) x (25) Washers missing WJD Washers installed WJD 10-24-00
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 10-24-00
70 5/26/00 Rotunda ./ footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
71 5/29/00 Footing / rotunda 31, A, D, and 28D 28 day comp. str. W. not received WJD Resolved -report received WJD 07-03-00
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. W. rpt. not received WJD Resolved -report received WJD 07-03-00
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
74 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
79 6/16100 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
80 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 1 07-03-00
Mote: WJD - Previously reviewed by Special Inspector, Warren J. Deanick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
81 6/16/00 Slab C,)) x (23-26) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 11-09-00
82 6/16/00 Slab 0.5-17) x (J-E) 28 day results (3930 psi) <4000 spec psi WJD Resolved per E.O.R. 12-06-00 Itr WJD 12-07-00
83 7/06/00 Footings Column lines 10, 11, 12 28 day comp. str. rpt. not received WJD Resolved -report received WJD 11-09-00
84 7/06/00 Column, beams Tower, (L) x (10.9-18.6) Weld detail for tube beam to column WJD Detail provided WJD 10-24-00
85 7/12/00 Beams, columns Tower Holes enlarged by burning WJD Per E.O.R. 8-10-00 Fax WJD 10-24-00
86 7/12/00 Cable supports Ticket area Supports need E.O.R. review WJD Res -per 11-14-00 Itr & 6-02-00 fx WJD 12-07-00
87 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
88 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
89 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
90 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
91 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
92 7/20/00 Bolted connections A-D) x (27-28) Washers missing WJD Resolved -washers placed WJD 10-24-00
93 7/24/00 Welds Ticket area (J) x (13-18.6) Insufficient, holes & undercutting WJD Resolved-redrilled & repaired WJD 10-24-00
94 7/24/00 Bolted connections Ticket area (J) x (13-18.6) Connections at beams not per detail WJD Resolved per E.O.R. 11/14/00 ltr WJD 11-17-00
95 7/24/00 Cable connections Ticket area (J) x (13-18.6) Cable fix needs E.O.R. review WJD Resolved per E.O.R. 11/14/00 ltr WJD 11-17-00
96 7/27/00 Slab Loading area 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
97 9/10/00 Footings 28 day results (2880 psi) <3000 spec psi WJD Resolved per E.O.R. 12-06-00 Itr WJD 12-07-00
98 9/10100 Welds L-13) Under cutting & burn through WJD Resolved-remspection WJD 08-11-00
99 8/11/00 Slab Stem wall (L) x (11-19) 28 day comp. str. rpt. not received WJD Resolved per E.O.R. 12-06-00 Itr WJD 12-07-00
100 9/16100 Welds L-I) x (13.5-14.5) Do not comply with AWS D1.1 WJD Resolved-reinspection WJD 08-17-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue AjAen t. B. Hammer
Sanford Florida 32772 Sanford FL 32773
SQ. DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE Sil DATE
101 8/22l00 Canopy Ticket booth area Welds insufficient and missing angle WJD Resolved-reinspection WJD 08-25-00
102 8/30/00 Tube Ticket area Several welds with excessive undercut WJD Resolved-reinspection WJD 09-01-00
103 8/30/00 Bracing Ticket area Need approved detail, for as -built connec. WJD Detail provided WJD 10-24-00
104 9130/00 Purlin Canopy walkway Need approved detail, for as -built connec. WJD Resolved-reinspection WJD 09-01-00
105
106
107
109
109
110
111
112
113
114
115
116
117
118
119
120
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
CITY OF SANFORD
FIRE DEPARTMENT
1303 South French Avenue
Sanford, Florida 32771
407) 302-2520 (407) 302-1097 FAX
Orlando/Sanford Airport
One Red Cleveland Blvd,
Sanford FL. 32771
Attention Victor White,A.A.E
Executive Director
RE: November 10, 2000 Letter on building usage @ New Terminal expansion
Dear Mr. White:
This letter is to inform you that the Sanford Fire Department inspected the five (5) areas
mentioned in your letter and fire code compliance for theses (5) five areas were found
satisfactory per the life safety code1994 edition
The areas requested were as follows:
Entire second door (excluding Jerry's and T.B.I offices).
Airline ticketing
Lobby area
Baggage clam area
Airport Operations Control Central
If you have any questions please feel free to call me.
Timothy Robles ,
77,) /
t
Fire Inspector
cc: Turner Construction
Mark Construction
File
11/21/00 12:05 FAX 4073241633 TURNER-OSA 002
y .. V"
COPY
SANFORD AIRPORT
November 10, 2000
Dan Florian
Building Official
City of Sanford
P.O. Box 1799
Sanford, FL 32772
RE: Orlando Sanford Airport
Te®inal Expanaiau Program
Temporary Certificate of Occupancy
This letter is to request the issuance of a Temporary Certificate of Occupancy for portions of the
new terminal building. The entire project is not planned to be totally complete until March 2001.
However, the contractor is ahead of schedule and we are now ready to begin using a large part of
the building'prior to March. You may recall that you previously issued a Temporary Certificate
of Occupancy for the International Arrivals Corridor along with the Passenger Boarding Bridge
at Gate 6 back in June.
At this time, we are ready to begin using the following areas of the building:
1. Entire second floor (excluding the restaurant and TBI office space)
2. Airline ticketing area
3. Lobby area
4. Baggage Claim area
I Airport Operations Control Center
If you have any questions, please give me or Karl Geibel a call. Thanks for your assistance.
cc: Chairman Bill Miller
Mayor Lary Dole
Turner Construction
SM~/WwtAUdMft
one Red QeMand 8ouf Wd, Sute 200
Santora. Florida 32773
1407) 322-7771 ! fbx (407) 322-0186
eoWXKM Fax jinn 322-S834
w ten+
Victor D. White, A.A.E.
Executive Director
oi Sanford, filo • CArl d
Building Department d
P.O. Box 1788 - 32772-1788
Telephone (407) 330-5656
Fax (407) 330-5677
November 16, 2000
Mr. Gary Mooney
Turner Construction
3026 Carrier Avenue
Sanford, FL 32773
RE: Request for Temporary Approval
Dear Mr. Mooney:
The inspection on November 16, 2000 was approved by City staff for temporary use of the
following areas:
1. 2nd floor less restaurant and TBI office space
2. Airline ticketing area
3. Lobby area
4. Baggage Claim area
5. Airport Operations Control Center
This authorization given is for those areas listed and subject to final City approval being obtained
for the entire project which is anticipated to be 90 days.
If I can be of any further assistance, please contact me at 407-330-5658.
Sincerely,
Lovn rr`
Dan M. Florian
Building Official
DMF/mm
xc: Victor D. White
Mike McGibeny
Robert Walter
The Friendly City"
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City of Sanford, Florida
P O Box 1788
Sanford, FL 32772-1788
407) 330-5660
Fax # (407) 330-5677
To: V 1 L o K 1 0' Date:
Fax #: q - cJ33L/ Pages:
From: Mary Muse
1-X' c)-
N)
including this cover sheet
Subject: jefM',r as P Y pCcIlSPt7 Y) - Temp. C.O.
COMMENTS:
Sanford, FjorlofOkqd
Building Department d
P.O. Box 1788 - 32772-1788
Telephone (407) 330-5656
Fax (407) 330-5677
November 13, 2000
Mr. Victor D. White, A.A.E.
Executive Director
Sanford Airport Authority
One Red Cleveland Blvd, Suite 200
Sanford, FL 32773
RE: Orlando Sanford Airport
Terminal Expansion Use
Dear Victor White:
The City of Sanford Community Development Department Building Division stands ready to
facilitate an orderly transition of the current Airport improvements.
As in the past, we will work closely with Airport staff and contractors to assure the general
health, safety and welfare of the citizens using the areas in question.
To that end, partial final inspection of areas now completed may be used subject to Building,
Electrical, Mechanical, Plumbing, and Fire approval.
Approvals will stipulate exact portions that may be used.
Sincerely,
Dan M. Florian
Building Official
DMF/mm
The Friendly City"
of Sanford, FjC°rldBuildingDepartmentd
P.O. Box 1788 - 32772-1788
Telephone (407) 330-5656
Fan (407) 330-5677
VIA FAX AND US MAIL
JUNE 13, 2000
Mr. Gary Mooney
Turner Construction Company
3026 Carrier Avenue
Sanford, Fl 32771
Fax: 407-324-1633
Re: Corridor Use from Main Terminal to Gate B I
Dear Mr. Mooney:
Following the inspection conducted June 12, 2000 by the City of Sanford Building and
Fire Departments, the approval is given for use of the corridor for passengers departing or
arriving at the Sanford Airport through Gate B 1.
This authorization is in accordance Section 106.1.3, 1997 Edition of the Standard Building
Code, not to exceed 90 days.
If there are any questions, please contact me at 407-330-5660.
Sincerely yours,
Dan Florian
Building Official
City of Sanford
cc: Mr. Mike McGibeny Fire Marshall
Mark Construction
File
The Friendly City"
FIL.- No.961 11/10 '00 17:01 1D:ORLMM SAWORD AIRPORT FAX:407322M834 PAGE 2i 2
Orlando
November 10, 2000
Dan Florian
Building Official
City of Sanford
P.U. Box 1799
Sanford, FL 32772
RE: Orlando Sanford Airport
Terminal Expansion Program
Temporary Certificate of Occupancy
Dear Dan:
This letter is to request the issuance of a Temporary Certificate of Occupancy for portions of thenewterminalbuilding. The entire project is not planned to be totally complete until March 2001. However, the contractor is ahead of schedule and we are now ready to begin using a large part ofthebuildingpriortoMarch. You may recall that you previously issued a Temporary CertificateOfOccupancyfortheInternationalArrivalsCorridoralongwiththePassengerBoardingBridgeatGate6backinJune.
At this time, we are ready to begin using the following areas of the building:
1 • Entire second floor (excluding the restaurant and TBI office space) 2. Airline ticketing area
3. Lobby area
4. Baggage Claim area
5. Airport Operations Control Center
If you have any questions, please give me or Karl Geibel a call. Thanks for your assistance.
Victor D. White, A.A.E.
Executive Director
CC. Chairman Bill Miller
Mayor Larry Dale
Turner Construction
One Reo Cw Tana ticxit"ro. Swte 20U
Saslow. Frnncia 32M
407) 322-1771 • rax (407) 322-0i86
txecurive Fax (407) J22 5834
www cklendn5anf0r0anpcut.cam
i FIL6-No.961 11/10 '00 17:01 ID:ORLANDO SANFORD AIRPORT FAX:407322M4 PAGE li 2
7
SANFORD AIRPORT
TO: Dan Florian
DATE: 11/10/2000
FAX #: 407.330.56"
FROM:
SUBJECT:
Victor D. 'White, A.A.E.
Executive Director
SANFORD AIRPORT AUTHORITY
Request for Temporary C.O.
PAGES: ( 2 ) Includes this cover sheet
Office of the Executive Director
One Red Cleveland Boulevard, Suite 200
Sanford, Florida 32773
407) 323-9253 • Fax (407) 322-5234
E-mail: Victor. white@bigjoot com
www.OrlandoSanford, lirport com
VOICE #:
SUBJECT: Airport Domestic Terminal Temporary CO Request
The Engineering Department has no objections to your department issuing a temporary CO for the
requested terminal areas; Entire second floor( excluding the restaurant and TBI office Space), Airline
ticket area, lobby area, Baggage claim area, and Airport operations control center. These areas can
function at this time, utilizing the existing parking, access, solidwaste collection facilities.
We do not recommend issuance of a final CO, until the parking lots, access road, drainage facilities,
etc are completed and pass inspection by our department. Please inform us of when this work is
complete.
Thanks Bob -
Engineering and Planning Department Phone: (407) 330-5671 Fax: (407) 330-5679
F:\SHA_ENG\Development Review\4Engineering\2000\Domistic Terminal Expansion\C.O.Request.wpd
Printed November 16, 2000 (11:12AM)
November 8, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #17
Dear Mr. Florian:
Attached are daily reports and Summary #17 for the above referenced project for the
period 10/09/00 to 11/04/00. Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
9 %-.-
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Lary Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Trodeport Dr. • Orlando, FL 32827
Phone 407 851.9776 • Fox 407 851.6115
DEATRICK ENGINEERING
ASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-17
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Submittals Received: (13 - copies attached)
1. Turner Construction Co. Program Manager's 4-6-00 Daily Construction Report
2. Turner Construction Co. Program Manager's 4-21-00 Daily Construction Report
3. Amore Engineering, Inc. 3-8-00 Fax re: Pile Cap Reinforcing.
4. American Buildings Co. 54-00 Fax re: Second Floor Beam Connections
5. Amore Engineering, Inc. 3-24-00 Fax re: Pilecap Hook Bar Extension
6. American Buildings Co. 4-7-00 Fax re: Decking Lap Screw Placement
7. American Buildings Co. 4-17-00 fax re: Weld detail
8. Amore Engineering, Inc. sketches SK 406001 & 406002
9. Amore Engineering, Inc. 4-06-00 Ffax re: Moment connections
10. Amore Engineering, Inc. 3-29-00 Memo re: Walkway Base Plates
11. Amore Engineering, Inc. 7-7-00 Fax re: Connections between tubes and columns
12. Amore Engineering, Inc. 8-10-00 Fax re: Ticket Canopy
13. Amore Engineering, Inc. 8-30-00 Site Report and sketches 5 & 6
S.I.L.'s -Added: 4
Resolved : 23
Open: 21
Reviewed By:
Deatrick Engineering Associates, Inc.
Jf
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion I Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford FL 32773
SIL DATE STRUCT. LOCATION DESCRIPTION S11 P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
1 03/09/00 Footing/pilecap Hl 1 No hooked bars WJD Acceptable E.O.R. 3-8-00 fax 10-24-00
2 03/08/00 Foundations H12, 13, G12,13, E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J14 and J15 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD Fix provided 10-24-00
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD Acceptable E.O.R. M24/00 memo 10-24-00
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD Fix provided 41p 10-24-00
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD Inspected by Turner Constr. 10-23-00
11 04/07/00 Footings J11, J12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD Detail provided 10-24-00
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD Bolts replaced & torqued UP 10-24-001
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min. reqmnt WJD Resolved-remspection WJD 09-15-00
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD Detail provided 6,,9a 10-24-00
20 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD Acceptable per 4/17/00 fax 10-24-00
Alole: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford I Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 1 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 1 Sanford, FL 32773
SIT. DATE STRUCT. LOCATION DESCRIPTION S11 P.E./CONT. RESPONSE SI DATE
OF ELEMENT
21
REPORT
04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD Detail provided 10-24-00
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD Required per E.O.R. 4/6/00 fax wV! 10-24-00
24 04/14/00 Bolts 7-16) x (E-J) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD Res. -per Amore 3-29-00 memo Cvv
10-24-00
26 04/17/00 Project Project Mix design # 1156229 WJD Res. -should read # 1156229 WJD 05-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
28 04/19/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings 15) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators #1 & #2 28 day comp. st. rpt. not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31C drilled - epoxied without inspection WJD Inspected by Turner Constr. b 10-23-00
34 04/25/00 Bolts F) x (0.5-5) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
35 04/28/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.5,K,L x 18.6; 30,31B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 05/03/00 Footings 27, 28,29 x B,C,D; 3 1 A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford, Florida 32772 Sanford FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION Sl P.E./CONT. RESPONSE SI DATE
41 5/0N00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 5/06/00 Slab 0.5-17) x (1-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
43 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
44 5/06 00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
45 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt not received WJD Resolved -report received WJD 06-16-00
46 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
47 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
48 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
49 5/06 00 Slab 0.5-17) x (J-E) 28 day comp. sv. rpt. not received WJD Resolved -report received WJD 06-16-00
50 5/09/00 Footings 22C-D,2611-D,2713-D,29D 28 day comp. str. rpt. not received WJD
51 5/09/00 Footings 22A, 23A-C, 2413, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD
53 5/10/00 Footings 20C-D, 2113-1), 24D 28 day comp. sir rpt. not received WJD Resolved -report received WJD 06-16-00
54 5/12100 Slab H-J) x (I 1-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
58 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
60 5/20/00 1 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 1 06-16-00
vuic: ;r u - nrwoesry revre veu oy apectar urspecror rarren . ueartick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Pr! 'ect: Orlando/Sanford Airport Terminal Expansion Proiect No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SIL DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
65 5/23/00 Bolted connections A-D) x (18-31) 50% did not meet 28 kip minimum WJD 28 kips requirement met w W
10-24-00
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD Washers installed W90 10-24-00
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD Washers installed4-90 10-24-00
68 5/23/00 Bolted connections D) x (25) Washers missing WJD Washers installed 4,90 10-24-00
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD Resolved -report received wy ,O 10-24-00
70 5/26100 Rotunda J footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 1 06-16-00
71 5/29/00 Footing / rotunda 31, A, D, and 28D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
74 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
79 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
80 6/16100 1 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 1 07-03-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE Sil DATE
81 6/16/00 Slab C,)) x (25-26) 28 day comp. str. rpt. not received WJD
82 6/16/00 Slab 0.5-17) x (J-E) 28 day results (3830 psi) <4000 spec psi WJD
83 7/06/00 Footings Column lines 10, 11, 12 28 day comp. str. rpt. not received WJD
84 7/06/00 Column, beams Tower, (L) x (10.8-18.6) Weld detail for tube beam to column WJD Detail provided 10-24-00
85 7/12/00 Beams, columns Tower Holes enlarged by burning WJD Per E.O.R. 8-10-00 Fax 419010-24-00
86 7/12/00 Cable supports Ticket area Supports need E.O.R. review WJD
87 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
88 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
89 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
90 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
91 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
92 7/20/00 Bolted connections A-D) x (27-28) Washers missing WJD Resolved -washers placed Gv 10-24-00
93 7/24/00 Welds Ticket area (J) x (13-18.6) Insufficient, holes & undercutting WJD Resolved-redrilled & repaired
1140
10-24-00
94 7/24/00 Bolted connections Ticket area (J) x (13-18.6) Connections at beams not per detail WJD
95 7/24/00 Cable connections Ticket area (J) x (13-18.6) Cable fix needs E.O.R. review WJD
96 7/27/00 Slab Loading area 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
97 8/10/00 Footings 28 day results (2880 psi) <3000 spec psi WJD
98 8/10/00 Welds L-13) Under cutting & burn through WJD Resolved-reinspection WJD 08-11-00
99 8/11/00 Slab Stem wall (L) x (11-19) 28 day comp. str. W. not received WJD
100 1 8/1&00 Welds LrM) x (13.5-14.5) Do not comply with AWS Dl.I WJD Resolved-reinspection WJD 1 08-17-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1798 Location: 3026 Carrier Avenue Agent.- B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
Sa, DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE Sil DATE
101 8/22/00 Canopy Ticket booth area Welds insufficient and missing angle WJD Resolved-reinspection WJD 08-25-00
102 9/30/00 Tube Ticket area Several welds with excessive undercut WJD Resolved-reinspection WJD 09-01-00
103 8/30/00 Bracing Ticket area Need approved detail, for as -built connec. WJD Detail provided W q0
10-24-00
104 9/30/00 Purlin Canopy walkway Need approved detail, for as -built connec. WJD Resolved-reinspection WJD 09-01-00
105
106
107
108
109
110
I11
112
113
114
115
116
117
118
119
120
Note: WJD - Previously reviewed by Special Inspector, Warren J. Veatrick, F.C.
Reviewed By:
Eo=AL
EATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave.; Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
3" f 1'/:")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 04/22/00 Slab (E-L) x (7.17) UES 5%: 3720 4900 4650 4780 SIL #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3840 5260 5290 5280 SIL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7%: 3790 4910 5120 5020 SIL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6%: 3760 5070 6030 5050 SIL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4'/: 3980 5310 5200 5260 SIL #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved
7 04/22/00 Slab (E-L) x (7-17) UES 4%: 3910 5300 5220 5260 SIL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/. 3470 4780 4900 4840 SIL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4940 SIL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES 5® 3910 5080 5290 5190 SIL #64-Resolved
11 05/11/00 Slab (H-M) x (17-22) UES 6 3280 4310 4480 4400 SIL #79-Resolved
12 05/11/00 Slab (H-M) x (17-22) UES 6 3070 3950 3800 3880 SIL #80-Resolved
13 05/18/00 Slab (C,D) x (25-26) UES 6'/4 3490 28 day comp str test rpt not reed SIL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6 3610 4760 4900 4830 SIL #87-Resolved
15 06/16/00 Slab (A-D) x (24-31) UES 5 3620 4650 4660 4660 SIL #88-Resolved
16 06/16/00 Slab (A-D) x (24-31) UES 5 3770 4810 4700 4790 SIL #89-Resolved
17 06/16/00 Slab (A-D) x (24-31) UES 71/. 3570 4610 4390 4500 SIL #90-Resolved
18 06/16/00 Slab (A-D) x (24-31) UES 4'/4 4080 4160 4880 5020 SIL #91-Resolved
19 06/29/00 Slab, loading area UES 5'/4 4460 5800 5380 5580 SIL #96-Resolved
20
Reviewed By:
ET
DEATWCK ENIINEEKINO
ASSOCIATES, NC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00.039 1 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" f 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/4 1950 2760 2490 2620 28 day < spec - SIL # 1 I
4 03-13-00 Footings/wall UES 3'/4 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 6'/. 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not rec'd SIL 028
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not rec'd 7 day < 70% of spec
SIL #29
9 03-24-00 Footings UES 53/4 2470 3930 3780 3860 SIL #30-Resolved
10 03-24-00 Footings UES 7%: 2310 3390 3V0 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Stab UES 2'/. 2240 3380 3360 3370 7 day < 70% of spec
yed
13 04-04-00 Footings Contractor Not taken 1590 3050 3050 3050 7 day < 70% of spec
14 04-05-00 Footings UES 4%: 2230 3350 3340 3350 SIL #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 SIL 039-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd S0, #50
17 04-10-00 Footings UES 5%: 1890 2850 2910 2880 28 day < spec SIL #97
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL 052
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 1 SIL #53-Resolved
20 04-26-00 Rotundas UES 6 2210 3660 3510 3590 1 SIL 069-Resolved
Reviewed By:
DEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
CPF. TMFN C1F7F- f.** V 11tt
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 _ Sheet No.:
a
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" f 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
21 04-27-00 Rotunda/footing UES 5%: 1630 3070 3030 3050 SIL #70-resolved
22 05-01-00 Footingtrotunda UES 5%: 1830 3320 3250 3290 7 day < 70% of spec
23 06-06-00 Footings UES 8 2290 28 day comp. str. test rpt. not reed SIL #93
24 07-14-00 Slab, stem wall UES 4 28 day comp. str. test rpt. not reed SEL #99
Reviewed By:
EOC 7
DEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi): 4000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
5" t 1%-)
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 4/8/00 Slab UES 8 3190 4480 4290 4390 sII. "4o-Rmwed
2 4/8/00 Slab UES 8%: 3350 3920 4310 4120 sa#4i-Resolved
3 4/8/00 Slab UES 8%: 3370 4530 4540 4540 sm"4x-Resowed
4 4/8/00 Slab UES 7'% 3120 4760 4710 4740 sn. #43-Resolved
5 4/8/00 Slab UES 8'/4 2590 3680 3970 3830 2sa a4a-Rewwedsu :% • Sa #a
6 4/8/00 Slab UES 8 3100 4340 4370 4360 srt rws-Resowea
7 4/8/00 Slab UES 9 3050 4030 4160 4100 Su. #46-Resolved
8 4/8/00 Slab UES 8 3300 4460 4260 4360 sa. #47-Reso1ved
9 4/8/00 Slab UES 7%x 3300 4450 4400 4430 su. #4E-Resolved
10 4/8/00 Slab UES 7'% 2940 4090 4020 4060 sn. #49-Resolved
11 5/6/00 Elevator deck UES 9 3330 5570 5510 5540 SQ,#72-Resowed
12 5/6/00 Elevator deck UES 9 3110 5550 5420 5490 s L 073-Resolved
13 5/6/00 Elevator deck UES 5 3210 5700 5640 5670 sa. #74-Raowed
14 5/6/00 Elevator deck UES 4%: 3120 5440 5420 5430 sa.#7s-Resolved
15 5/6/00 Elevator deck UES 4'% 3260 5580 5180 5380 su. "76-Resolved
16 5/6/00 Elevator deck UES 4% 3070 5140 5490 5320 sn. #77-Resowed
17 5/6/00 Elevator deck UES 5 3000 5570 5230 5400 Sn. #76-Resolved
18
19
20
Reviewed By:
ro=AL
DEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 1 28-Day Strength (psi): 4000
Reviewed By:
THRESHOLD INSPECTION DAILY REPORT NO.84
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00 - 11/04/00
Inspector:
Inspection Date: 10/23/00
Weather: Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE
Footings: 29C : grade
S.I.L. #10 (resolved): Anchor bolts inspected by Normand Brothers with Turner Construction
prior to being epoxied (per 4/6/00 Field Report)
No deficiencies noted
05100 - STRUCTURAL STEEL
Anchor bolts : (A-D) x (22-31) : grade
S.I.L. 033 (resolved): Anchor bolts @ 30 & 31C inspected by Normand Brothers with Turner
Construction prior to being epoxied (per 4/21/00 Field Report)
No deficiencies noted
Bolted connections: (A-D) x (27-28) : roof line
S.I.L. #92 (added): Washers missing under the turned element.
This S.I.L. was previously "resolved" in error and has been
added back into the S.I.L. log.
Cables, angles, bolted connections : overhead ticket area : (n x (13-18.6) : +11'
S.I.L. #93 (added): Welds insufficient; holes & undercutting in several locations.
This S.I.L. was previously "resolved" in error and has been
added back into the S.I.L. log.
THRESHOLD INSPECTION DAILY REPORT NO.84
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00 - 11/04/00
Inspector:
Inspection Date: 10/23/00
Weather: Temp. Rain Windy
05100 - STRUCTURAL STEEL (continued)
S.I.L. #94 (added): Connections at existing beams W24 dt W18 not per details.
This S.I.L. was previously "resolved" in error and has been
added back into the S.I.L. log.
S.I.L. #95 (added): Fix for cable connections needs E.O.R. review.
This S.I.L. was previously "resolved" in error and has been
added back into the S.I.L. log.
Submittals Received: (copies attached)
1. Turner Construction Co. Program Manager's Daily Construction Report dated 4-"0
signed by Normand Brothers.(resolves S.I.L. #10).
2. Turner Construction Co. Program Manager's Daily Construction Report dated 4-21-00
signed by Normand Brothers (resolves S.I.L. #33).
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
10/23/00 18:20 FAX 4073241633
TURNER CONSMUCWN CO.
TURNER-OSA 003
PROGRAM
ORLAN00 SANFORD AIRPORT
tMINAL EXPANSION PROGRAM
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10/23/00 .:ZQ,. FAX 4073241633 TURNER-OSA IM 02
TURNER CONSTRUCTION CO.
PROGRAM MANAGER
ORLAN00 SANFORD AIRPORT
i TERMINAL EXPANSION PROGRAM
PROJECT: PJP NO.: To
CAY S M T W TM 8
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WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-17
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period : 10/07/00 - 11/04/00
Inspection Period : Daily Reports Numbered 84 - 87
S.I.L.'s Added:
Note: #92-95 were previously listed as resolved issues in error, and have been
added back into the S.I.L. log.
S.I.L.'s Resolved :
1: Reinforcing bars acceptable per Amore Engineering 3-8-00 fax.
4: Repair for misaligned holes per American Buildings Co. 4/7/00 fax.
6: 10" hook length acceptable per Amore Engineering 3-24-00 memo.
7: Repair for misaligned holes per American Buildings Co. 4/7/00 fax.
10: Anchor bolts inspected prior to being epoxied.
12: Lap screw placement per American Buildings Co. 4/7/00 fax.
17: Bolts replaced and torqued, full thread engagement achieved.
19: Weld detail per American Buildings Co. 4/17/00 fax.
20: Weld in lieu of bolts per American Buildings Co. 4/17/00 fax.
21: Weld detail per Amore Engineering SK 406001.
23: Reporting error, incorrect location; moment connection required per Amore
Engineering 4/6/00 fax.
25: Holes drilled & replaced per Amore Engineering 3-29-00 memo
33: Anchor bolts inspected prior to being epoxied.
65: Final tensioning of bolts, 28 kips requirement met.
66: Hardened washers installed.
67: Hardened washers installed.
68: Hardened washers installed.
69: Report received.
84: Weld detail per Amore Engineering 7-7-00 fax.
85: Resolved per Amore Engineering 8-10-00 fax and sketch.
92: Reinspection; washers placed.
93: Reinspection; holes redrilled & undercutting repaired by additional weld passes.
103: Detail per Amore Engineering 8-30-00 Site Report and Sketches 5 & 6.
THRESHOLD INSPECTION DAILY REPORT NO.85
PROJECT NO.00-039
PAGE 1 of 5
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00-11/04/00
Inspector: B. Hammer
Inspection Date: 10/24/00
Weather: Clear Temp. 800 Rain N Windy N
PROJECT MANAGEMENT
Meeting with Normand Brothers with Turner Construction and Larry with Mark
Construction to resolve S.I.L. items.
03200 - CONCRETE REINFORCEMENT
Foundations: H13, G13, E13, H12, G12, J13, HI I: grade
S.I.L. #1(resolved): Footing/pilecap : HI 1 - reinforcing bars can be straight without a
1800 hook at ends per Amore Engineering 3-8-00 fax.
No deficiencies noted
S.I.L. #6 (resolved): Hook length of 10" accepted per Amore Engineering 3/24/00 Memo.
No deficiencies noted
03300 - CAST -IN -PLACE CONCRETE
Rotundas : (30.2-A), (26.4-A) : grade +3'6"
S.I.L. #69 (resolved): 28-day compressive strength test report received.
Foundation: pile cap (L-M) x (13-14) : grade
THRESHOLD INSPECTION DAILY REPORT NO.85
PROJECT NO.00-039
PAGE 2 of 5
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00-11/04/00
Inspector: B. Hammer
Inspection Date: 10/24/00
Weather: Clear Temp. 80° Rain N Windy N
05100 - STRUCTURAL STEEL
Deck : (17-0.5) - (J-E) : 113.4
S.I.L. #12 (resolved): Lap screw placement provided per American Buildings Co. 4/7/00 fax
signed by Jimmy Cochran, P.E.
No deficiencies noted
Deck : (17-0.5) - (J-E) : 113.4
S.I.L. #17 (resolved): C.L. 15-F : bolts replaced and torqued; full thread engagement achieved.
No deficiencies noted
Columns: tower: grade to 1167'
Beams: (L) x (10.8-18.6) : +10' to +141'8"
S.I.L. #84 (resolved): Weld detail provided per Amore Engineering, Inc. 7-7-00 Fax.
No deficiencies noted
Bolted connections: (A-D) x (27-28) : roof line
S.I.L. #92 (resolved): Reinspection; washers placed.
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.85
PROJECT NO.00-039
PAGE 3 of 5
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00-11/04/00
Inspector: B. Hammer
Inspection Date: 10/24/00
Weather: Clear Temp. 80° Rain N Windy N
05100 - STRUCTURAL STEEL (continued)
Cables, angles, bolted connections: overhead ticket area (J) x (13-18.6) : +11'
S.I.L. #93 (resolved): Reinspection; holes redrilled & undercutting repaired by additional weld
passes.
No deficiencies noted
05120 - STRUCTURAL STEEL
Beams : (E-H) x (7-14) : 2od floor
Beams: project: 2°4 floor and roof
S.I.L.'s #4 & #7 (resolved): Repair for misaligned holes approved per American Buildings
Co. 4/7/00 fax signed by Jimmy Cochran, P.E.
No deficiencies noted
Beams/purlins : (0.5-7) x (D.8-F) : 20d floor/roof
S.I.L. #19 (resolved): Beam to purlin clip - weld detail provided per American Buildings Co.
4/17/00 fax signed by Jimmy Cochran, P.E.
S.I.L. #20 (resolved): Purlin to clip - weld in lieu of bolts approved per American Buildings
Co. 4/17/00 fax signed by Jimmy Cochran, P.E.
S.I.L. #21 (resolved): Purlin brace - weld detail per Amore Engineering sketch SK 406001
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.85
PROJECT NO.00-039
PAGE 4 of 5
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00 - 11/04/00
Inspector: B. Hammer
Inspection Date: 10/24/00
Weather: Clear Temp. 80° Rain N Windy N
05120 - STRUCTURAL STEEL (continued)
Beam: (4) x (E-F) : roof
S.I.L. #23 (resolved): Reporting error; location should read E5 & F5 - moment connection
required per Amore Engineering 4/6/00 fax.
No deficiencies noted
Anchor bolts: (0.5-7) x (E-F), (7-14) x (B-.l) : grade
S.I.L. #25 (resolved): Holes drilled and replaced per Amore Engineering 3-29-00 Memo,
item 8.
Bolted connections : (18-31) x (A-D) : roofline
S.I.L. #65 (resolved): (A-D) x (18-22) -final tensioning of bolts, 28 kips requirement met.
S.I.L. #66 (resolved): Portal beams (A-D) x (27-28) - hardened washers installed.
S.I.L. #67 (resolved): (C, B) x (28) - hardened washers installed.
S.I.L. #68 (resolved): (D) x (25) - hardened washers installed.
No deficiencies noted
Beams / columns: tower: 0' to roof
S.I.L. #85 (resolved): Holes per Amore Engineering, Inc. 8-10-00 fax and sketch.
No deficiencies noted
THRESHOLD INSPECTION DAILY REPORT NO.85
PROJECT NO.00-039
PAGE 5 of 5
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00 - 11/04/00
Inspector: B. Hammer
Inspection Date: 10/24/00
Weather: Clear Temp. 80° Rain N Windy N
05120 - STRUCTURAL STEEL (continued)
Bracing : ticket area : +10'
S.I.L. #103 (resolved): Detail provided per Amore Engineering, Inc. 8-30-00 Site Report and
sketches 5 & 6.
No deficiencies noted
Submittals Received: (copies attached)
1. Amore Engineering, Inc. 3-8-00 Fax re: Pile Cap Reinforcing.
2. American Buildings Co. 54-00 Fax re: Second Floor Beam Connections
3. Amore Engineering, Inc. 3-24-00 Fax re: Pilecap Hook Bar Extension
4. American Buildings Co. 4-7-00 Fax re: Decking Lap Screw Placement
5. American Buildings Co. 4-17-00 fax re: Weld detail
6. Amore Engineering, Inc. sketches SK 406001 & 406002
7. Amore Engineering, Inc. 4-06-00 Fax re: Moment connections
8. Amore Engineering, Inc. 3-29-00 Memo re: Walkway Base Plates
9. Amore Engineering, Inc. 7-7-00 Fax re: Connections between tubes and columns
10. Amore Engineering, Inc. 8-10-00 Fax re: Ticket Canopy
U. Amore Engineering, Inc. 8-30-00 Site Report and sketches 5 & 6
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
Amore EngineerInq Inc (a07)647-6118 09/09/0» 1Za1eP P.001
Amore Engineering, Inc.` L
lG4l': c • ..
5tructur,1 i,hgirciar
To: Norman Brothers From: SHAN" N. Shanmugam, P-E.
Company: Turner Construction Company: Arnnre Engineering, Inc.
Fax Number: 407-330-9780 Fax Number: 407-647-6119
Copy to-.
Company:
Date:
March 8,
2000
Time: 1230 P.M.
Subject - Telecon Notes
AE Project No.: 99.54
Commerds:
Fax Number:
Pages including cover page: 1
This is a summary of our conversation held this morning about reinforcing for pile caps PC3. The
reinforcing bars for PC3's can be straight bars without a 180-degree hook at the ends.
SHAN"
Note. If you received this transmission in error, please (lmtact our office immediately. Thank you,
2277 lee Road. Stile 225 Winter Park Fkaida JV39 Phone (407) 647.6800 Fax t6D7) 647.6119
05/04L0, 5 FAX Q 001
y
Fax to Randy Fudge
Mark Construction Co.
407) 330-1426
From Jimmy Cochran
American Buildings Co.
334) 688-2420
Subject ABC Job No. 118889
Second door Beam
Connections to RI-2101
RI-2102
05/04/00
1 page
geI--ram`
Message. This is to confirm our earlier telephone conversations regarding
the connections of the second floor beams along grid lines B & C. Holes for the clip
angle connections were apparently shop punched at the wrong sides of the column webs
m some locations. It is acceptable to provide holes in the proper locations as required.
These holes should be 13/16" diameter and may be made with a torch provided the holes
are the proper diameter and without excessive gouging. Please call with any questions.
From; Glenn Amore P.E. 407-647.6119 To. Larry Flynn Data: =4100. Tuna: 2:02:00 PM P7go 1 of 1
Amore Engineering, Inc.
Structural Engineers
To: Larry Flynn - Mark Construction
CC; Nelson Blankenship - AIA - BMA
From: Glenn R. Amore, P.E.
Date., March 24, 2000
Subject; OSA Terminal Expansion
Project #: 99-54
Per conversation today with Larry Flynn.
Reference pilecap "PC4* on sheet 5502 and detail 13/5502. This detail indicates a 90 degree hook bar
with a 20" extension. What was installed was a 10" extension. This shorter extenslon Is adequate.
2277 Lee Road, sulk- :zs Winter Paris, Fiodda 1278a Phorw (407) 6476WO Fax (407) 64761 t 9
04/07/00 FRI 10:17 FAX
Fax to Randy Fudge
Mark Construction Co.
407) 330-1426
From Jimmy Cochran
American Buildings Co.
334) 688-2420
Subject ABC Job No. 118889
Deck Sidelap Fastening
Per SDI Specifications)
04/0?/00
1 page
Message: Swond floor deciang side laps for deck spans greater than 5'0" are
roquirod w be mechanically fasieued ac midspan or at 36" intervals, whichever is smaller. For deck spans of 67', which is the prevalent spacing fur building part 02, it will beacceptabletofastenthesidelapsatmidspauonly, ice the clear span (edge to edge cif
support beam ) is less than (2 x 36' = 6' 0". Side lap f asicuing may be aQwraphs)ued by
welding (recommended by ABC for 20 ga. deck), by screws, by mechanical crimping, or
by any other mecbad which is preapproved.
7
I
Amore Engineering Inc C407)B47-6119 04/18/00 09:42A P.002
04/IT.Fop,. aN as:so FAZ
wool
13
Fax to Randy Fudge
Mark Construction. Co.
407) 330-1426
From J t=y Cochran
American Buildings Co.
334) 688-2420
Subject ABC Job No. 118889
Purlin Attachment
Framer Line 3.5)
04/17/00
2 pages
Message:
the roof puriins at flame lia.e 3.5. The dotai l you faxed to me on April 14 (copy aWichcd)
is essentially equivalent to the co=cGdon shown on do AmericauBuil mp Company
erection drawmp (detail C./E-06). x would 1i'sn to point out that tho wild &= shown
4" fillet welds) ex=cd the maximum alloy able sizes for the Udel cucs of matcuiAs
involved. However, do sppmpziaic max imuz i welds for tho roof purliw (1/8" fillet
welds) and for the W" thick a a&g (3/16" filly welds) are likewisa morn than
64:4 f7=
NOIl71l2J NO Z1tiLJ 6 : ve 00~ CT bdd
Amur&, Eng i neer i nq I nG <40?)647-6119 0 4/18/00 09: 42A P. 001
0C
To °EARNFLY3N -
a
MARK CONSTRUC tONinCO., INC.
Orlando San18 1 Aiiiine Ave-
saniord, F132773
DATE: 44 1-7
rTy mynn I Mary Coleman
Two phone lilies ava11ab1elr crt rou avers
C4hhpANY
b g PHONE: (.i07) 33tDJ266 tk1 (iU7j 390 6`9 tt2
PHONE: FAX (<07T 330-1?a
RE: OSA Expansion
NUMBER OF PAGES FO. OVVING TH* GOVERSHEET:
COMMENTS:
w , far s on '
I have zd e r
btie ifs¢ v ow which we are the 1' TdrQeers a 'eGm MMUM J.edIccGu1, IrifTn
erig
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is,Q h 6ingse Yb'1M i!i lb* level
pngin documcn s a C vemioht DetlYery n 5}tj" 4t,elOo
Will Not 80 sent j l
7NE IfdFCDR t41p'i ON CONTAINED IN THIS FACSIMILE Mi SSAGE 1 INTENDED ONLY FOR THE PERSONAL AND
CONFtV ENT1Al- USE OF THE DESIGNATED fttCIPiEN age
Dirtied at you he received this doceNentthis communicationessaamayt)e a Client cvrnrnunicatlon, and as SUG'+ Is privileged endreceived
errti C
it en Bin
error. any aser
of this me vie ed
O . Tn,s m 9 ou are hereby n au nave reCety snottheintenCeGreGpient(s), yin o1 this mossa9e Is 5lcliy Prohibtled. if Y e to us via matt. dissemination,
dlstribulian or copying error,
please notify Msr% Construction Co., Inc. lmrn lately end «itum tiro nfl8inat mesa IJC
atop OJ
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Engineering, Inc
2277 Lw Road.
SwM- 225 DATL VMtr Pork
Florio*
37760 -SWEET Not pvwa_ a0rf) "7-
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6119 J K 40G00i 97n-A RVSO-
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CCNNECTIO1.1 F1X Amore Engincerin& Inc. 2271
Lao Roa4 Sumo 225 PRC6ECT
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Aprr=10-00 08:49A OL-ANKENSHIP MCMILLEN 407-S99-OS48 P-05
from. Gr" Canato To Nelson Brankvm NO Jr ALA !
Amore Engineering, fnc-
F•i7Sl1TflM:r.>tr-mr.
n,,ftaal ingrn,-.1
P -It°' Fax Nate 7671 Data
nr`
T a a)
r+a
To prom
P119M., I3 PI)Dnft r
Fu
PMjtR= Otlando Sanfvrd Airporr I'crmi"M ENIVlnsinll
Contract: r3lankensNp McMillen architEXIS
Date: 4-5 00 Time:
Est- % of completion/ comments:
Prrt sent at site:
Work in progrrss:
Obsrrvatf ons:
Field Report No.:
Project No.:
006
9! -54
1.00 PIva Weather/ Temp. 75;'Su111ly a0%
of Suucture Larry
Flyrni-;vjark CCN151nwli013-.~-- -- -_ - 7v4-
lrry' - Atlas Structural. Inc. - Freparatinns
for Src-onci Hour (.:uncrete i'e.rtlr 1.
Law 67rlwt''rt mr the:vjo11ianaf anc.Itu halt Rules drilled at the W1 d lc 68 columns on Crids 1 & 5, alunti
Grids. L & I . The holes have been drilled nceally-,) hole, r isfiFiK extlhuarci of tilt' cuturiur fk-
jngc+:c (at 11/1' frarrl flangt%) .Intl 2 holes field-dri11ed inljoard (at 211Y' r frnm 1`0119e). 8nilli, arr+ (l) be drilled
iviTo ths: concrete and epoxy anchored. 2-
i arry lrad a question on Detail 7. DrtwirlY pia- 5501 (NI K Kowndd fuurulatiott)- It was agreed chat ail
of the 5 - rl' 5 "(P WM tone W.1etch way) will be placed in about die rriddic•thinl txlrlci of the fuundatiuti
to avoid bars of differutil.1eriKth and in csr3lr?r to «t:jtcil dle duwr:ls already tat place at The
lnralicllls. 3.
nc(- dark ;it Svc:tuld Noun Ivvel was not ready for the pCKjr. No Jtcu dmI sleds irld ixx!rt hest 410d over
dud Learns, Nei trati5ve.me reinfurc,in ; bars were in Mace ores the t;irdcrs. i. :
MQtIlvill 'Ctlltlt t'Illllt;illilt'r conrle.Ltionti were cjjSCrvcd ill t1U, sin-orrcl flaurr steel fra min%_ Ilet% foilawine,
were noted: it,
Graviry haad connections between Ute cultlrnnti rand Ifiv W 4 Uireders comprised a sinot- platte
with 6 baits in sinKle 511"T. :% ciuuhl angle connection with 6 boats in dvUble sht-ktr was
regLaired pear devils furttiAwd to Atlas. Dave SWharlr ur .-\tUs was t, tlra avtt-ed by 1 erry clef
Sl%;in. 1 mve agreed to enrmul thla %in!0li0n- b.
Ar st:vcral locations alert; Grid I•, ilbrrom iianges of the W24 twarns lull betalt c op-.Ml 11 oiw
side of the LN&-Lm web at Thee hkNim ends. The leriedi of flange rernoved appear-- ul her 4'+, -
Plis wrrrkelis ifle Beam at a niornent iransfer icx.:+ticsn. A ^fix' is required to sUefigtlu n tite
Uw"' ell flall'qcn. c..
Moment rortnvc6on alreatiti' in place between the W24 MrrJcars aIoiiU Grid; 4. 5 and 6 and t1u.
voluirms dA not comply with d .43ilS iurtii m-dto -Atlas. The eotlneetions. in pLicv air r.
vii.iderwi inad<nuilte to transler tlift MOMOVlts Ii%XKI in ttw c: ylltr34't puc urrttrnttc. A Ylx" was
worked txtt and furnished iu "ark C.anStrUCti011 on 4;'(,,U(J. f .
I I ftl MCU44 5ui1u 225 W"'S r fy.i. il---icL 3!• A'
i. E n9 f never 1 nq T nc Cgya?847-6115 04/19/00 09101A P.e01
e—
o /
ZAmoreEngineering, Inc. rev
Strvcwnl EnQlneers -
QTIDNAM
To: TOM MA1hL11EN669 L From: 4 614AN' N-SNANMUCIAM—
Company: T Company: Amore engineering, Inc,
Fax Number. Fax Number: 407{47-6119
Copy to: LQrri F,j+nn
Company: Mark Cp#r _c-tion Fax Number. ,Q,07$30-1
Date: 418 00 Time. 8,q•ty{ , Pages lnduding cover page: Subject:
05A -.-4 M !Tlnr AE
Project No.: qq •5 A Comments:
akin
ct ,mamenl onn dim 46di'l(Ree4. 4112160), uan:
Thant {ear f 8 Dave
pi -
see 4wathed Sketch (100s) wifh my Comment 6. In p,aAlelu,lor urnl'
sh I G . Y ?1 pl U b
l wn- Column w+eb 4 WIC on e ti,r Grids 5 d 6. r
ihis n^r Mg` F”
me your(_ (eopam4 ASAd. 114do . s
RAN Note:
ifyoureceived M;s transmission In error, please contact our office immediately. Thank you. hu (-
9071 647-6119 2227
Lee P&-" %W" ns waym uk rh
fM,)rj& 117e9 orr (
407) 6476000
r
Ir BRACE.t2 1/2%2 1/20/.4 '
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A OEADLOAO APPUE0 TO ROOF. a r.
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Amore Engineering, Inc' _
5rrucLur FnRjtreerx
F
11ARPy FruN
pany.- 1, CONURUCTIGM
Number- 407-3SO-142f,
To:
u-*,m 3arty--
Fax Niaviber:
From AW"N• SRAut XJGAM
Company AMOre Engineering Inc.
Fax N "mbar. 7 407, ba7-61 19
Time: p Pages inciuding cover page: 3
Subject: 0INDO 54W.'O 0 A112Pr,,2T 1EXFANS10I4 A<
E Proje[t No.: Comments,
Mached
tvvo skcichrb Y6ak to " f ix' for rrrxrnenf Ccnnec-4orn(,OAS) A
F-581'-5 MomernF C-c"eCtton t2 W21's are to be. Prvvl4e,)
cclurnn .
T;t)s Is a Yevl`S'v Double
L Cv rmed lorOW i h co l+s Cie ro be. Rf'v"A t a.11 Corx,
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A; rp Elnp I n or i ng Inc C4077 647-6119 04lta6JQS0 12 2 sr . w=
Amore Engineering, Inc.
Sirucwral Engineers
To. LAN)l FLY14W from: 45HAW"N. SHAW NWGAM Company:
Fax
Number: MARK
CONSTRUCTIOI`( A07-
330-210 Company.
Fax
Number. Amore
Engineering, Inc. 407-
647-6119 To:
Company.
Fax
Number: Date:
Time: t j jPM . QPages including cover page: p ap 3 Subject:
OWN.00 'S WPDQO AlQrCQT -EXPANSION AE
Project No.; 99• Comments:
Afia.
chcd vvc Skech" Yetak to "lr'x` fcd rwmenf ccnne&)oro6a Aw, Ah (
umnn j: _ 58 f-5 fnomem f Gonn eC{ to n 6 1ti 2 i 's are 6be. j
proviclo an b&b s)'don Of Column . rh(s s a Yevi'sian Double
Z Conned krrv Sri Ill) r1 fs Ctrfe be ravidad tb all W
24's t vv 27's @ 2md Flovy. . D nd+ Q&Ourn a 4ha-t double L r-
OrnecFioro4.Ye r&iut'yed onIJ @ Gn& 4,5and (o. Wil)
jal L aboLa fhis a 1c'y Ou ha vc hC4 a Ghaylw b review 65
wi fh Seel clalcls",rIC.,.L to . t rf ly'Ye riew P7 'DJau94 Qnd i
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ao yfalkninanA _ Tom= you - any 6SHAN' 2277
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7
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To. C49LOW
Sam 5CE5
T.YRM NAM
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1 n Amore EngineeM& Ins
f* M ENT CONNECTION FIX- 2u77 Lao jwcd, s iw m
PROJECT NAME wktw MwM a 33789 SHfiGT IMi
X C OSA TERMINAL EXPAMSf oiONrem ` "7--6112 SK 40600i new
aUrr ova
ie Eng1roar ing Ir= 487)647-6119 040,wev0 iZIZ4P P.008 61L-#723 FLANGE #.
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arennoUon F04GE
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660Q M For 647-
6719 SK404
Amore Engineering, Inc.
kassRs ct:c-'cC Or-------..,._•: S+Yfn t=__.r..,..:::?c,..,_......_.._.......--•--
IIuCtural tngineers
To: Nelson Blankenship, .AIA - BMA
CC --
From: Glenn R. Amore, P.F.
Date: March 29, 2000
Subject: OSA - Terminal Expansion - Walkway Base plates
Project rf: 99-54
The following is in response to meeting minutes received from your office 3-2&00.
Item 10-3 of these meeting minutes reads as follows:
Normand, TCCo MC to obtain approval from BMA/Glen Ammore for two structural steel fixes 1,
A,rla; rm off rwn 1"71 knits fnr oarh rnit.Imn ha.cA ar linos f) S d 5 R. Fi (7d hnlTcl I Rasp nlato at,
F 5 5 has hirr bolos hr irnpri us by A,tla$" _ - , _ -
I -
After receiving this information, I contacted Larry Flynn with Mark Construction to confirm the existing
rnnriitinnc Thp fnllnwincrarP rho riPviarinns rhar wore rpnnrrpri by I Arm Flynn At
gridline E-W.5 the base plate has slotted holes. The contractor is to provide over -sized washPrc
rn 2rrnmrnnria!P rho Clnq d hnips The haCP of this cokimn will he enrasPri in rnnrrPry At
gridline F-5 there are two (2) holes burnt into the north and south side of the base plate. The
r% K rnt hpl_s `t chic Ir_rign rNrld affer, rf+n nn.f:rm_n n of rt,: Fa cn nlatn This hasp pinto r _. _ r._.. _ r._-., will
nc rhn other h,_ I;,tnc fnr the mnrnent frames Inratn_i _n vririlinnc 4 S R. 5 nary
hOlec drilled int: rharnSI t hLrnr fnr the nlareTant of additional hnitr A t aririlino F_5 my r..._ -- u-'---.._ ronmmo`nrl=
inn is that rho r-r rnntranr ii_e ` I%R" MffoM n4r ara ew—ding the flanvg ccctinnc ar r iho i._Sc
nrir rn the and of Thie haSe nl rp This crif4or,wr plaolri te ran 1jo worlrnrhaincirioiZ:o nF /Y r l- - rhA :
tool
rnllimnc anr_
a lilrowico N1AIrIF+rito rhn hasA nlato- T:ho e-pntrarrnr Will neeri ro r,av 4specia1 a tenrinn rn the
rlAnA nree char Nvilj ha narac n, fnr rha nlaromonr of rho nAw hobs that are to ha r...-..... --'- - - -- -- dri.fleri intorhls %
aace plate, r Per the meeting
minutes,
it has been noted that Atlas has cut off two (2) bolts at the base line at gridlines 0 5 1 d
5 X A. Those hobs were rI.IL off. Faora>lca the n•ripntatinrl of The hnli5 riir( match rha base ar Plata, Per mFiplri
Ronnqgoydated3-21-01) and in thicme.mf: The rnnrrarrnr magi Ilse only four (dl bolts at the braced frames
wl-ljrh nrr•ilr5 at ririlinoc Q 5 7 R 3 MnrtZAn/ frame rnnne,:! c are rPplli pri at 0e hasp plates on aridlines
4 S . h PPr my visit err March 1 i _1'I, the rnnrracToris ro pro de additinnal hnhc to the hasp arldlinPc
d 5 J)e PrPVnF? eLlclr sT,irPPl ihPca holesaretobedrilled, not blunt.
File: pr0ieee5\oea\mem0l3.doc
RECEIVED MAR 3 1 2000 22771m
Rrnr1, vricp 225 WnrrrPark,
rhn.i, 327H9 PhIrw (407) f547,680n TURNSOM TION CO. 1 , r-O 1. % cc-.
T1 Caawl'i'ltoc" ELM PROJECT # 6571 M OSA
Site Report 005
March 21, 2000
Pagel.
6. At pilecap PC4 the manhole structure is oblong at the top and is inside the footing. This footing
wrli pour up against the manhoie structure. Diagonal bars at the corner indicated on the plans
need to be placed hack away from the oblong portion of the manhole.
i. The west edge PC4 is approximately T - 4" from gridline 13.5. Per the plans, the edge of the
roonng needs to be at i i' - it in order to pick up the coiumn CC i is as indicated on $202. if Thrs
information is accurate piiecap PC4 needs to be extended Y - 0- to the west in order to support
the concrete coiumn. Located on the east side of the piiecap. it appears PC4 wiii be interrupting
coiumn F6. if that is the Case, F6 could be turned 45' to avoid conflict with PC4. The contractor
has informed me that the reason for this shifted piiecap is due To the iocation of The existing storm
drain. The storm drain is approximateiy 3' - 0' off from what is indicated on the structurai drawings.
S. located at gridlines 4, 5 & 6, the baseplates were not properly manufactured for a Ned base.
Additional boils are to be provided for an eight boit pattern at the basepiate. At each coiumn, four
addidonai boits are to be provided. These boils are to be placed symmetricai around the coiumn
range. One of the basepiates was marked at The time of this visit showing where The new anchor
boils are to be placed. (,
L F --- n l
c11,
Items to verify:
Information or action required:
AttachmentR
Copies to:
Report by.
cop- 141011110-
Glenn R. Amore,. P.E. - President
Structural Engineer
RECEIVED
MAR 31 2000
TURNER CONSTRUCTION CO.
PROJECT # 5571 M OSA
M
kinore EmZ i neer I no I nz (427) G47-6119 V 007/lira 021 42P P . w1
Amore Engineering, Inc. loft
Structural Engineers
To. Larry Flynr lTod4 jav e 1Qse
r
From: N" 5
rr RanY: 9'r k z n a0MR41)Y". AMOre n ipwin , Inc,,
Fax Nurr,bdj;I,Q2P/4,7_'332-53[I Fax Number: 407-647.6119
Copy to: iti(.1 lel5al $IQnken hy
Company: BMA Fax Number: 7-5 _05 8
Date: 7 7-Oa Time: 2 Z 40 p M• Pages including cover page: 3
Subject: Orlando &w2aI Ex hs f n
AE Projed No.: 99.511
Comments:
Ct,t GYid L he ween Grids 10.8 13L See A lot k 5402). A- Call
i there are
1.5HAN"
c,V'-' '4,— (1, Ca -
Note: If you l'keived this transmission in error, plea.,a contact our office immediately. Thank you.
2Z77 lee koad, SwIZ Z25 Wimcf Park Florida 32789 phone (4W) 64745HUU F.= (407) 647.61 i 9
Ore Engin4pring ina (407)647-S119
RIWORC- rtJGINEFRING
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SEF (,FyCO NOTES .oq PAGE 2 OF 2
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Amore Engineering, Inc
Mwcwral Es o—mw%
To:
Company:
Fax Number:
Copy to:
Company:
From:
Company, Amore Engineering, lnr--
Faye Number: 407-647-61 1 9
I r '
bar,
Timc: „y/Lj Page= including cover Rage: oate- 1PJ,
Subjecf
AE Project No.:
Comments
1 0 . ........ 7--- --
Noce: if you received this transmission in error, please contact our office immediately_ Thank you.
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Amore Engineering In= (407)647-6119 09/01/00 12:86P P.001
Amore En ineeringr Inc.
Structural Englneer3 JQ
Project: Orlando Sanford Airport Terminal Expansion field Report No.: 013
Contract: Blankenship McMillen Architects Project No.: 9 9-54
Date. 8-30-00 Time:
24 % air completion/ Comments:
PVJ1111e14 at stir:
Work in progress;
4.45 PM Weather/ Temp. Ptly C1dy/90's
1 q0% szructrare
Larry Vlynn - Mark Construction
i erry Chlssoe Atlas Steel
Walkway framing
Observation -
1. Where the new walkway abuts into the existing walkway at the south entrance, Grid N-9.8, the
contractor has provided steel framing off of the bottom of the existing steel beam at the existing
walkway, which spans over the roadway_ This framing consists of (2) L2'/2" x 21/s" x 1/4" angles secured
to the bottom of the existing steel beam, which is carrying a continuous L3 x 3 x 1/4" angle supporting
the now roof purlins. This framing is applying a torsional load into existing steel beam. Since the
supporting bears is a cantilevered beam from the existing walkway structure, this torsion must be
reaiSittii. ire prder to da $o, thie contracrGf wai advised to provide a diagorial brace from the bottorn
t1arip of this a antileverad steel beam to tbls 6'Xisting roaf Nurlill Of this structure. The angle of this
diagonal structure is not to exceed 30 degrees. The contractor is to provide a 1/4' stiffener plate inside
the flange of the existing beam. Another L2 x 2X 1/4" angle is to be secured from the top of this
stiffener plate diagonally outward to the one of the L21/2" x 21/2' x 1/4" angles secured to the bottom of
the steel beam. (See SK5 attached)
2. The support for the roof purlins adjacent to this existing walkway structure consists of a L3 x 3 x I/411
angle. This angle needs to be reinforced to support the proposed loads. As discussed in the field, this
may be accomplished by using another L3 x 3 x I/41' steel angle welded to the one already in place.
The toes of these steel angles are to overlap t". (See SKS attached)
3. Located at the south side of this walkway, framing is secured Into the existing steel column. The
contractor was advised to provide a L2 x 2 x 1/4" diagonal kicker from one of the 21/2" angles presently
secured to this steel column, (See SK6 attached)
4. Located at the west end of the walkway where the walkway abuts into the new freestanding towwr, the
contractor placed a TS4 x 6 tube between the upper and lower steel beams. Attached to the sides of
these tube steel sections are L21/2" x 21/2" x 1/4" angles cantilevering 15" from the face of the column,
Diagonal bracing is required from each tube steel column to the L21/2" x 21/2" x 1/4" support angles.
These angles are supporting a piece of a 12" channel, which is providing support for the L3 x 3 x 1/411
angle that is spanning approximately 14'-0". The steel ledger angle supporting the purlins will need to
be reinforced in the same manner as the steel ledger at the east side of the walkway previously
mentioned (See SK6 attached)
Z277 Lae Read, Suite 225 Winter Park, Florida 327a9 Phone (407) 6A7.6900 Fax (407) 647-61 19
Amore Engineering Inc
Site Report 013
August 30, 2000
Page 2
407)647-e119 09/01/00 IZISW P.002 p!
diet
S. Located at the second Walkway column line, east of the freestanding tower, stiffener plates of die steel
beano do not directly &Ilan with the column below. It appears the stiffener plates are off appr"mately
2". After reviewing this condition, it is determined that this condition Is sufficient. Also the contractor
has provided shim plats on top of the steel angle located on the east side of the walkway. These shim
plates are sufficient to support the joist purlins.
6. Located behind the ticket counter, the contractor has provided diagonal bracing from the suspended
tube steel to the adjacent steel beam. Since the ticket counter framing has been changed and simplified
from the original contract documents, this diagonal bracing is not nearly as critical. The diagonal
bracing as placed is more than sufficient to withstand any lateral loads.
7. Off of the bottom of the beam behind the ticket counter, some of the tube steel has been cut and
relocated to another location. My understanding is that Deatrick Engineering wants the holes filled in
with weld. To do this may introduce too much heat Into the bottom of the beam, causing structural
problems to the beam. This beam is not to be further tampered with.
Items to Verify:
Information or action required:
Attachments: SK5 & SK6
Copies to; Larry Flynn - Mark Construction
Report by:
Glenn R. Amore, P.E. - President
Structural Engineer
File: 9954SlIaRpto1 3.doc
Amore Engineering ine 407)B47-6119 09/01/00 12:86P P.004 3wq
NEW TS 4x6 OR
EXIST. STL. COL.
C12 CHANNEL—\
2) L 3x 3x 1 /4
COMPOSITE SECTION
2) L 2 1 /2x 2 1 /2x 1/
L 2x 2x 1/4 DIAG.
WALKWAY CANOPY SUPPORT AT
NOTE: GRID LINE N-12.6 AND GRID 0-13
GRID LINE N-9.8
ORAWM T1AL
WALKWAY CANOPY SUPPORT
PROJECT NAME:
OSA TERMINAL EXPANSION
SWM. rwmoh
Amore Engineering, Inc.
2277 Lee Rood, Suite 225
winter Peru. F1erlde 32789
Phone: (407) 647-6800
For; (407) $47-6119
SCALE: 3/4' . V-6'
FlU D&WQ SK6
PRO,ECT NO.:AE99.34
DATE: 09-01-00
SHEET N0:
SK6
c%i:ore Enfl i nppr 1 nq Inc
10--%
pl.ftk
311
407>867-6319 0seele00 12:5W P.009 /'
O /y
EXIST. STL. BEAM
C12 CHANNEL--,
rVJ 8" PURLIN
2) L 3x 3x 1/4
COMPOSITE SECTION
2) L 2-1/2x 2 1/2x 1/4
L 2x 2x 1/4 DIAG. ---.
EXIST WALKWAY
EXIST. 8" PURUN
PL 16 GA. x 3"x8"
L 2 1 /2x 2 1 /2x 1/4
DIAG.
PL 1/4" STIFFENER
WALKWAY CANOPY SUPPORT AT
NOTE: GRID LINE 0-9.8
SCALE: J/'
FiMAM$: S
WALKWAY CANOPY SUPPORT Amore Engineering, Inc. vg(riEcr -
009.Sa
2277 Lee Rood, S,iita 225-m`
PROJECT NAME Wcar Peck. Florida 32789 91FFT N0OSATERMINALEXPANSIONrev."° &07) 6 6igSAQV, FLORCA SK5
THRESHOLD INSPECTION DAILY REPORT NO.86
PROJECT NO.00-039
PAGE I of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/09/00 - 1 l/04/00
Inspector: D. Cook
Inspection Date: 10/26/00
Weather: Clear Temp. 82° Rain N Windy N
PROJECT MANAGEMENT
Meeting with Larry of Mark Construction and Normand Brothers of Turner Construction
to discuss resolution of S.I.L. items.
Larry to obtain necessary information to resolve S.I.L. #9.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren 1. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.87
PROJECT NO.00-039
PAGE l of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project:
Inspection Period:
Inspector:
Inspection Date:
Weather: Clear
Orlando/Sanford Airport Terminal Expansion
10/09/00 - 11 /04/00
B. Hammer
10/30/00
Temp. 81 ° Rain N Windy N
PROJECT MANAGEMENT
Meeting to review information regarding remaining S.I.L. items.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
I lie
SAN 0RRD AIRPORT
November 10, 2000
Dan Florian
Building Official
City of Sanford
P.O. Box 1788
Sanford, FL 32772
RE: Orlando Sanford Airport
Terminal Expansion Program
Temporary Certificate of Occupancy
Dear Dan:
This letter is to request the issuance of a Temporary Certificate of Occupancy for portions of the
new terminal building. The entire project is not planned to be totally complete until March 2001.
However, the contractor is ahead of schedule and we are now ready to begin using a large part of
the building prior to March. You may recall that you previously issued a Temporary Certificate
of Occupancy for the International Arrivals Corridor along with the Passenger Boarding Bridge
at Gate 6 back in June.
At this time, we are ready to begin using the following areas of the building:
1. Entire second floor (excluding the restaurant and TBI office space)
2. Airline ticketing area
3. Lobby area
4. Baggage Claim area
5. Airport Operations Control Center
If you have any questions, please give me or Karl Geibel a call. Thanks for your assistance.
el ,
Victor D. White, A.A.E.
Executive Director
cc: Chairman Bill Miller
Mayor Larry Dale
Turner Construction
Santbrd Airport Authority
One Red Cleveland Boulevard, Suite 200
Sanford, Florida 32773
407) 322-7771 • Fax )407) 322-0186
Executive Fax (407) 322-5834
www oriandosanfordairport.com
98-07-200 9:29PM FROM
REVISIONS
PERMIT # 104-1237 DATE 8-30-00
ADDRESS one Red Cleveland Blvd. Sanford, Fl 32773
CONTRACTOR Mark Construction Company
PH # (407) 831-6275 FAX # (407) 332-5311
DESCPRITION OF REVISION: Build -out of Jerry's Restaurant on the
2nd Floor - Approx. 4,000 square feet
UTILITIES
FIRE ! /AOO DCC A c JL, J v> PC>0d y5-'n I e ojc.,Y<e BLDG
f
r- JerSd r'l(s
DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION
Jeb Bush, Governor Cynthia A. Henderson, Secretory
August 28, 2000
J. Pendergast
One Red Cleveland Blvd., #203
Sanford, FL 32773
Re: Jerry's of Central Florida
Dear Sir/Madam:
Please find enclosed a copy of the approved plan and the Specification Work Sheet for
the above referenced establishment.
Please call us for an inspection at least five days prior to your desired opening date.
If you have questions or concerns please call us at 1-800-375-6975 between 8:00am-
5: 00pm Monday through Friday.
Sincerely, ,,
I_ n
Lisa A. Lambert
Senior Sanitation and Safety Specialist
Plan Review
Division of Hotels and Restaurants
MCCARTY BUILDING. 941 West Morse Boulevard, Suite 290•WINTER PARK, FLORIDA 32789
Telephone (407) 623-1240 • Fax (407) 623.1026
ZiIE DEPARTMENT OF BUSINESS AN PROFESSIONAL REGULATION
Division of Hotr's and Restaurants 100 NUM,7-rR
SPECIFICATION WORKSIEET
Ll / REVIEW TYPE I
n New construction
Conversion
Remodeled
Closed at least one year
License Number:
if applicable)
CONSTRUCTION FINISHES SHALL BEEASIL Y CLEANABLE AND NON -ABSORBENT
FLOOR• WALL CEILING
Food Preparation Vt wl -Mnt w4M feel; nt 0 K Sf 1'C Food
Storage Wash
Area Restrooms
Ek is+# IV I•
11' 1 1 ,1 : I 1' I ; I 1 pl I• 1 11 13
Comments• S
Satisfactory U
Unsatisfactory NA
Not Applicable E
Existing C
Ceytion:Informationinadequate or
p o ten tial opera tional violation, will
be checked during inspection. SINKS/
DISK WHINES rO
Sa izing facilities provided three
compartment sink dishmachine Z3
S Wash sinks with drainboards Number
shown: 4 Efl 3 Z compartments One
two compartment food prep sinks Number
shown. o _ CC
Hand sink(s) in food prep area(s) Number
shown: S C06
j ati
Hand sink in remote mechanical dishmachine area NM
C Hoticold water supplied to all sinks where required BEDishmachine
type: I G (' ;ek4f 4At , Comments:
P/ZCt• G?"E- --i- ortt fc
I is S jyG (-f? P (;nS -for- (0c,fio ter'„ _
I-7ii FIRE
SAFETY• Portable
extinguishers provided as required by NFPA 10 C-
Hood automatic fire suppression system meets NFPA 96; no
mesh filters allowable pS
Exit doors open outward Public
access to exit does not go through kitchen, storaa rooms,
or restrooms Number
of exits: I- IMSquare
footage of establishment: C
All gas appliances shall have a nationally recognized test- ing
laboratory seal such as AGA or UL IM
Comments: 1
I:-I 1 4 I I VENTILATION
Approved
local exhaust ventilation installed at or over all cooking
units such as ranges, griddles, deep -fat frying units, and
other units of equipment which release appreciable quantities
of steam, odors, grease, or smoke. E-
Restroom7, ventilated or provided with windows to the out- side
re.:;
ed ! _
j 1JUlLD1fJG TO BE /t.i,",fl l PROOf
r' C Outside openings protectod q rP6P-t
G Doors to exterior self -closing
EOUIPAIR12"
Ice machine installed in protected area and properly
drained
Displayed food protected
g] Running water d; ,per well for bulk ice cream service
Equipment to maintain proper food temperatures
S Refrigeration S Hotlholding units
Laundry facilities properly located
Designates' area(s) for employees' personal articles
C Designated storage area for maintenance and cleaning
equipment
PL UMBING/RESTROJMS
glop wash facility with hot and cold running water drained
to sanitary sewer Location: C 1C-3Ell
Faucets with hose fittLag and hose bibs to have back flow
protection device
r C sackciphonagelbacUlow protection if no air gap(break
FA C_ Refri-eration wasta riping sha!l discharge indirectly into
I
floor driin or other approved receptor
SAdequate number of public restrooms provided
CHoticold water to all lavatories utilized by employees
C Doors to be self -closing
J Restrooms accessible by customers without going through
food pre aration, food storage, or ware washing areas
Comments: aN 0 Co Cd
N C .
PPM] SOLID WISTE
S Waste container, grease receptacle, compactor on non -ab-
sorbent surfaces.
fV Compactor area drained to sanitary sewer
JE Comments: W" (ASe Ok t1M ((Z
I
LIGHTING
Light fixtures required to be shielde.i, coated, or covered where food is
stored, prepared, displayed, or where food is open or exposed.
S °R -'I "N
b <3 TE, 'JUr'PL Y
LEJ Type of supply:
Municipal/L'tility Or, site Well Other
ME Supplier Name: SQnFo0_0 (J+;
10 Written approval for use issued by:
KE Public well permit num'_er:
WAS TLc IYATER DISPOSAL
Typ of system:
Municipal/Utility El Package Flent Septic Tank System
ME Written approval for use issued by:
S r1firofzQ U very
BE System name:
l Septic Tank System permit num:er:
Tank size: gal,'ons Drainfield: square feet
Grease Trap: G O ga;%ns Location: IUCZA— ( OCic
CI Oct
PLAN RESUL TS
Seating capacity as indicated by plan: (U o
Plans approved as is date.,_) I
C'?lans approved with noted provisos date. iS 1 J
Plans denied da'q' I I
Resubmit corrected plans as indicated
Provisoslcomments:
plztpea-IY PA42t alb d SP(U7g4
Vocl.
e f S-FOr e ocrw -png,
k S c _eeQkdce
Rwe Plan
review by: C, date:
Applicant
name: Please
print Applicant
signature: date: , /
S/ 0 o J'
ti-'L '" retised
1; :, 95 ca
t'c
DEVELOPMENT FEE WORKSHEET
f"' • CITY OF SANFORD
UTILITY - ADMIN.
P. 0. BOX 1788
SANFORD, FL 32772-1788
Project Name: S Z oFFttc S f}R 7 7 Rh NAc F.J rP.
Date: !o/!g/oo
Owner/Contact Person: Phone:
Address: GNE Ada CZ4VS1sIN4 Qtvd.
Type of Development:
1) RESIDENTIAL
Type of Units (single family
or multi -family) :
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/411,
1", 2", etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
industrial, etc.) :
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter-&
common sewer 'tap) : JArA
Water Meter Size (3/4"
1", 2", etc.)
REMARKS:
CONNECTION FEE CALCULATION:
SCwAIA 07hyc7 •flc = 382
5287, so
7-o7 1 = 5287. ro
Name - Signature - Date.
REVISED '
1
II water system Impt.ct Fees TABLE 709.1
DRAINAGE FIXTURE UNITS FOR RXTURES AND GROUPS
Equivalent Residential connection (ERC) - 300 Gallons Per Day (GPD)
Residential
S650/Unit - Single family structure, or multi -family *$nit
containing three (3) bedrooms or more.
467.50/Unit - Multi -family unit or Mobile Home unit containing
lean than three (3) bedrooms. (This category in
based on judgement/Assumption. eslim-Rion that
such family units on average require 751 - 225 GPO
of the water and sever service of an average
r,ingle family unit.)
Commercial -
650/F-nU - Fixture unit schedule from Southern Plumbing Code
will be used. One F:RU will be charged for
connection and up to twenty (2) fixture units.
For projects having more than twenty (20) fixture
units the Impact Fee will be determined by
increments of 251 based on multiples of five (5)
fixture units above the twenty (20) fixture unit
base for the first ERU. (Example: twenty-five
25) fixture units will be rated as 1.25 eru:
twenty-six (26) fixture units will be rated as 1.5
ERU.)
2) Sever System Impact Fccs
Equivalent Residential Connections - 270 Gallons Per nay (GPO)
Residential -
1700 Unit - Single family structure, or multi -family unit
containing three (3) bedrooms or more.
1275/Unit - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (This category is
based on judgement/assumption/estimation that such
family units on average require 751 of water and
sever service of an average single family unit.) -
Commercial - Industrial - Institutional
1700/ERU - Fixture unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for
connection and up to twenty (20) fixture units.
For projects having more than twenty (20) fixture
units the Impact Fee will be increments of 251
based on multiples of five (5) fixture units above
the twenty (20) fixture unit base for the first
ERU. (Example: twenty-five (25) fixture units
will be rated as 1.25 ERU; twenty-six (26) fixture
units will be rated as 1.5 ERU.)
2O
S -n
FIXTURE TYPE
DRAINAGE FIXTURE UNIT VALUE
AS LOAD FACTORS MINIMUM SIZE OF TRAP (inches)
Automatic clothes washers, commercials 3 2
Auautia(1c clothe; washers, residential 2 2
11.1411rix,ni grtxlp ctuisisting of wale, closet, lavatory, bidet and
hailimb or shower
6
11.1,11tull" (with or without overhead shower or whirlpool
n1.1eh111CI11%)
2 11/,
111del 2
Conihnlation sink and tray 2 11/2
Dental livalofy 1 11/4
Denial unit Or cuspidor 1 1114
Dishwashing machine c domestic 2 11/2
Demking fountain 1/2 11/4
Emergency floor drain 0 2
Floo1 drains 2 K - 1(, 2
Koichen sink, domestic 2 0/2
Kiti hen <ink. domestic with food waste grinder and/or dishwasher 2 11/,
L.nindry ifay (I or 2 compartments) 2 11/2
Lavalol y 1 11/4
Shower compann,cnt, domestic 2 2
S111k -- 2 ,r 1 '7 _ ? 11/2
11611A 4 Footnote d
Urinal, 1 gallon per flush or less 2e Footnote d
Wish sink (circular or multiple) each set of faucets 2 11/2
Water closet, flushome(er tank, public or private 4e Footnote d
Water closet, private installation 4 Footnote d
Water closet, public installation 6 Footnote d
For tit: I inch = 25.4 mm. I gallon = 3 785 L
a For traps larger than 3 inches, use Table 709.2.
S'V 4 48 = S8
b A showerhead over a bathtub of whirlpool bathtub attachments does not increase the drainage fixtum unit value.
e See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent rows.
d Tiap site shall be consistent with the fixture outle( size.
For the purpose of computing loads on building drains and sewers. water closets of urinals shall not be rated at a lower drainage fixture unit unless the lower values
air cuuritimil by testing.
TABLE 709.2
DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
FIXTURE DRAIN OR TRAP SIZE
inches) DRAINAGE FIXTURE UNIT VALUE
11/4 1
11/2 2
2 3 itl+3+
2 /2 4
3 5
4 6 ll( i+l tr-7
24
74
Standard Plumbing Code01997
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY - ADMIN.
P. 0. BOX 1788
SANFORD, FL 32772-1788
Sf IvFoad
Project Name: JL%'2`/'S /c6-S-719,10 T 4-4g.j t}7 i%gPoR-r Date: g1,100
Owner/Contact Person:
Phone:
Address: t 1hn /111-va
Type of Development:
1) RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
2", etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
f1hdividual connections
or central water meter &
common sewer tap):.
Water Meter Size (3/4"
1", 2", etc.)
REMARKS:
CONNECTION FEE CALCULATION:
REVISED 96
2/y-7
G oi7/'r.
f v.
N4
Ekr'S7,%G
W,97Ak /17?/JC% fE! = '7(32s-o
SX wr-R /hP/k7 LI L = es-'oo
Name - Signature - Date
rr.,,, 9/710
H
i
1) water System Impaet Fees
Equivalent Residential Connection MC) - 300 Gallons Per Day (GPD)
Residential -
650/Unit - Single family structure, or multi -family unit
containing three (3) bedrooms or more.
467.50/U1it - Multi -family unit or Mobile tome unit containing
less than three (3) bedrooms. (This category is
based on judgement/assumption, estimation that
such family units on average require 7$1 - 22S GPO
of the water and sever service of an average
single family unit.)
Commercial -
650/ERU - Fixture unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for
connection and up to twenty (2) fixture units.
for projects having more then twenty (20) fixture
units the Impact;Fee will be determined by
u increments of 25% based on multiples of five (5)
fixture units above the twenty 120) fixture unit
base for the first ERU. (Examples twenty -live
2S) fixture units will.be rated as 1.25 eru;
twenty-six (26) fixture units will be rated as 1.5
ERU.)
2) Sewer System Impact Fees
Equivalent Residential Connections - 270 Gallons Per Day (GPO)
Residential -
1700 Unit - Single family structure, or multi -fondly unit
containing three (3) bedrooms or more.
1275/Unit - Multi-femily unit or Mobile Home unit containing
less than three (3) bedrooms. '(This category is
based on judgement/assumption/estimation that such
family units on average require 751 of water and
sewer service of an average single family unit.)
Commercial - Industrial - Institutional
1700/ERU - Fixture unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for
connection and up to twenty (20) fixture units.
For projects having more than twenty (20) fixture
units the Impact Fee will be increments of 2St
based on multiples of five (S) fixture units above
the twenty (20) fixture unit base for the first
ERU. (Examplet twenty-five (2S) fixture units
will be rated as 1.2S ERU; twenty-six (26) fixture
units will be rated as 1-S ERU.)
1,4 Q /_. CC'7,-P
L
2u
1
w Q.)-
v r 2•i c
S`4
wfiR /7 Ar 2 2 r
TABLE 709.1
DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
FIXTURE TYPE
DRAINAGE FIXTURE UNIT VALUE
AS LOAD FACTORS MINIMUM SIZE OF TRAP (Inches)
Automatic clothes washers, commercials 3 2
Automatic clothes washers, residential 2 2
Bathroom group consisting of water closet. lavatory. bidet and
bathtub or shower
6
Bathtub (with or without overhead shower or whirlpool
attachments)
2 1112
Bidet 2 1114 .
Combination sink and tray 2 1 /2
Dental lavatory 1 114
Donal unit or cuspidor 1"- 1114
Dishwashing machine." domestic 2 1 /2
Drinking fountain 112 1 /4
Emergency floor drain 0 2
Floor drains 2 2
Kitchen sink. domestic 2 1112
Kitchen sink, domestic with food waste grinder "or dishwasher 2 1 /2
Laundry tray (I or 2 compartments) 2 I /2
Lavatory I k 2 = Z I /4
Shower compartment. domestic 2 2
Sink 2 1 /2
Urinal 4 Footnote d
Urinal, 1 gallon per (lush or less 2e Footnote d
Wash sink (circular or multiple) each set of faucets 2 1 /2
Water closet, flushometer tank, public or private 4e Footnote d
Water closet, private installation 4 Footnote d
Water closet. public installation 6 A- 2 =12 Footnote d
For SI: 1 inch = 25.4 mm.1 gallon = 3.795 L.
a For traps larger than 3 inches, use Table 709.2.
A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value.
e See Sections 7092 through 709.4 for methods of computing unit value of fixtures not fisted in Table 709.1 or for rating of devices with intermittent flows.
4 Trap size shall be consistent with the fixture outlet size.
e For the purpose of computing bads on building drains and sewers. water clouts or urinals shall not be rated at a lower drainage fixture unit unless the lower values
are confirmed by testing.
TABLE 709.2
DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
t c/& 2, F0
38Z`'`'
FIXTURE DRAIN OR TRAP SIZE
Inches) DRAINAGE FIXTURE UNIT VALUE
1 /2 2
2 3
21/2 4
3 5
4
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY - ADMIN.
P. 0. BOX 1788
SANFORD, FL 32772-1788
Project Name CjI-- A, Date: is
Owner/Contact Person:
Phone:
Z , Address: ,'C
Type of Deve lopiken t :
1) RESIDENTIAL
Type Units (single family
or m lti-family):
Total N ber of Units:
Type of tility Connection
indivi ual connections
or centr 1 water meter &
common se er tap):
Wat a ize (3/411,
11 )
c
REM KS:
2 ) NON-R)ESI
Type of Un' mme ial,
ind stria,);
Total N ber of B din
Number of ture Units
each builds
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4"
1" 2" etc.)
REMARKS:
CONNECTION FEE CALCULATION:
U
7
6Z •Sly
7
Name - Signature - Date
REVISED
ia 97
w . C.
y„
J N^''•N•t •nr v
UJ L .
c p ci 0 (_0
z X S L)
Z
Z e( 2-
L P. SvS
L P -Fos)
Zr = S
Z. ,? ,JSc 2. 7,S
1.75
s ,mac; X Z,.ls = • 467_:
of Sanford. Fj0 • G,t rld
Building Department d
P.O. Box 1788 - 32772-1788 Telephone (407)
330-5656 Fax (407)
330-5677 VIA FAX
AND US MAIL JUKE 13,
2000 Mr. Gary
Mooney Turner Construction
Company 3026 Carrier
Avenue Sanford, FI
32771 Fax: 407-
324-1633 Re- Corridor
Use from Main Terminal to Gate Bl Dear Mr
Mooney: Following the
inspection conducted June 12, 2000 by the City of Sanford Building and Fire Departments,
the approval is given for use of the corridor for passengers departing or arriving at
the Sanford Airport through Gate B 1. This authorization
is in accordance Section 106.1.3, 1997 Edition of the Standard Building Code, not
to exceed 90 days. If there
are any questions, please contact me at 407-330-5660. Sincerely yours,
Dan Florian
Building Official
City of
Sanford cc- Mr.
Mike McGibeny Fire Marshall Mark Construction
File The
Friendly
City"
Q EA
K ENGINEERINd
AsSOCfA 7t£SlSlim.
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 00-039 Sheet No.: I
Concrete Supplier: C.S.R. Rinker
Mix Design: 1229866 28-Day Strength (psi): 4000
SET Lab DATE LOCATION AGENT SLUMP COMPRESSIVE STRENGTH 28 DAY COMMENTS
7-DAY 28-DAY 28-DAYCAST5" f I'/=") AVG
I 4/8/00 Slab UES 8 3190 4480 4290 4390 SIL N40-Resolved
2 4/8/00 Slab UES 8'h 3350 3920 4310 4120 SILN4l-Resolved
3 4/8/00 Slab UES 8'/2 3370 4530 4540 4540 1 SIL#42-Resolved
4 4/8/00 Slab UES 7'/4 3120 4760 4710 4740 SIL #43-Resolved
5 4/8/00 Slab UES 82/4 2590 3680 3970 3830 SIL
28 k44, #sz
6 4/8/00 Slab UES 8 3100 4340 4370 4360 SIL #45-Resolved
7 4/8/00 Slab UES 9 3050 4030 4160 4100 S1L#4&Resolvcd
8 4/8/00 Slab UES 8 3300 4460 4260 4360 SILN47-Resolved
9 4/8/00 Slab UES 7'/2 3300 4450 4400 4430 SIL#48-Resolved
10 4/8/00 Slab UES 7'/2 2940 4090 4020 4060 SIL#49-Resolved
11 5/6/00 Elevator deck UES 9 3330 5570 5510 5540 SIL #n-Resolved
12 5/6/00 Elevator deck UES 9 3110 5550 5420 5490 SILN73-Resolved
13 5/6/00 Elevator deck UES 5 3210 5700 5640 5670 SIL#74-Resolved
14 5/6/00 Elevator deck UES 4'/2 3120 5440 5420 5430 SIL #75-Resolved
I5 5/6/00 Elevator deck UES 4'/2 3260 5580 5180 5380 SIL#76Resolved
16 5/6/00 Elevator deck UES 4'/2 3070 5140 5490 5320 SIL #77-Resolved
17 5/6/00 Elevator deck UES 5 3000 5570 5230 5400 SIL#78-Resolved
18
19
20
Reviewed By:
QQQATRICK ENOINEERINd
ASSOCIATES, INC.
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 00-039 Sheet No.: I
Concrete Supplier: C.S.R. Rinker
Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE LOCATION AGENT SLUMP COMPRESSIVE STRENGTH 28 DAY COMMENTS
7-DAY 28-DAY 28-DAYCAST3" t 1'/2 ") AVG
1 04/22/00 Slab (E-L) x (7-17) UES 5'/2 3720 4900 4650 4780 SIL #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3840 5260 5290 5280 SIL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7'/2 3790 4910 5120 5020 SIL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6'/2 3760 5070 6030 5050 SIL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3980 5310 5200 5260 SIL #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved
7 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3910 5300 5220 5260 SIL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/. 3470 4780 4900 4840 SIL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4940 SIL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES 51 3910 5080 5290 5190 SIL #64-Resolved
11 05/11/00 Slab (H-M) x (17-22) UES 6 3280 4310 4480 4400 SIL #79-Resolved
12 05/11/00 Slab (H-M) x (17-22) UES 6 3070 3950 3800 3880 SIL #80-Resolved
13 05/18/00 Slab (C,D) x (25-26) UES 63/4 3490 28 day comp str test rpt not reed SIL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6 3610 4760 4900 4830 SIL #87-Resolved
15 06/16/00 Slab (A-D) x (24-31) UES 5 3620 4650 4660 4660 SIL #88-Resolved
16 06/16/00 Slab (A-D) x (24-31) UES 5 3770 4810 4760 4790 SIL #89-Resolved
17 06/16/00 Slab (A-D) x (24-31) UES 7% 3570 4610 4390 4500 SIL #90-Resolved
18 06/16/00 Slab (A-D) x (24-31) UES 4'/4 4080 4160 4880 5020 SIL #91-Resolved
19 06/29/00 Slab, loading area UES 5'/4 4460 5800 5380 5580 SIL #96-Resolved
20
Reviewed By:
el i1
BLANKENSHIP
WMILLEN
330 Crown Oak Ccnlre Dnvc
Longwood Florida 32750 61.19
407.599.05.17
Fax 407.599 05,13
AA0003290
L
March 31, 2000
City of Sanford
PO Box 178S
Sanford, Florida 32772-17SS
R CFI VR 4pR p ?000
C t4-,
NUM
Attn: Dan Florian, Building Official via fax 407.330.5657
Michael IVIl.Gibcn , 1 irc "la rs.h 1 vlal la.\ -/ 7.30t. iVJ. Re:
Temporary Occupancy - Sitc Meeting 3/14/00 Terminal
Expansion Project Orlando
Sanford Airport Present:
Dan Florian Michael
McGibeny Rob
Currie Todd
Jorgensen Don
Corinna Gary
Mooney Jean
Pierre Hurd Nelson
Blankenship, Jr Dear
Sirs; City
of Sanford City
of Sanford Orlando
Sanford International Mark
Construction Co. Turner
Construction Co. Turner
Construction Co. Turner
Construction Co. Blankenship
McMillen Architects This
letter is to document a site meeting with the City of Sanford to discuss
the status of construction of the Terminal Expansion Project, an(( in
particular the timing of the construction relative to the facility's possible
use by the Owner. On
its present course, the entire project will not be complete until March 2001.
However, the Airport would like to have use of the gates or at least
some of the gates as early as possible. Consequently, the Owner and
Contractor are presently working on an accelerated schedule. One
of the features of this schedule would be that the most easterly gate BI"
could be usable by mid June. Usable in this instance, means that the
building would be sufficiently complete and the loading bridge operable
for passengers to travel whether arriving or departing. The buildings'
finishes, air conditioning and general lighting will apparently be
complete by mid June. However, some electric systems are not
Site W1C:C611g 3 i4/'00
Terminal Expansion Project
Orlando Sanford Airport
Page 2
expected he complete at that time, i. e. Fire Alarm, Fire Sprinkler and
Security System. It was also pointed out that "use" of the Terminal
Expansion Project rccluircd only occupying the "corridor" from the
existing international terminal to Gate 131. "file corridor is separated
from the existing building with rated doors, and has two exit stairs
leading safely directly outside. Additionally, the corridor is constantly
staffed while any passengers are present.
Alter discussion of the variables, it Was iletcrmined that temporary
occupancy of the corridor, which would allow use of Gate B I, was
possible with the hollowing conditions. (1) Submit a letter stating the
Owner's request, '\,Ieei again prior to n•11u rune to check the
construction status and work out details of the temporary occupancy, i.e.
staffing, daily hours ol"operation, etc.
Also discussed was extending this thinking along the corridor to Gates
B2 and 133 for opening them as early as possible for the benefit of the
Owner. This is also apparently possible, but will similarly require a
meeting prior to any anticipated use to establish details of acceptance.
Sincerely,
Nelson Blankenship, Jr. AIA
Cc: Victor White
All attendees
via fax 407.322.5834
via fax
CAST
ENGINEERING, INC.
316 CYPRESS LANOINC OR. LONGWOOO, rL 32779
407) 774-3188 PH (407) 774-8059 FAX
Ober 18 2000Occ 1.
Mr. Nelson Blankenship
Blankenship Mcmillen Architects Inc.
330 Crown Oak Centre Drive
Longwood, Florida 32750
Re: Orlando Sanford Airport Terminal Expansion
Dear Nelson:
Nelson, yesterday the question was asked if the floor drains in the mechanical rooms
could loose their seal? The answer is no!
The floor drain seal is greater than 2-1/2" deep. The pressure in the mechanical room
relitive to outside will not be greater than negative 1/4" of H2O. The proof of this is that
if the mechanical norms did ever exceed more than an inch of water pressure you
couldn't open the doors to these mans.
If you would like to discuss this in further detail please feel free to call this office.
Since y,
49
David W. Gast P.E.
Orlando
July 14, 2000
Mr. Dar Florian, Building Officiai
City of Sanford
Building Division
P. O. Box 1788
Sanford, FL 32772-1788
RE: Permit #00-1237
Dear Mr. Florian:
The Sanford Airport Authority is requesting pre power for the Domestic terminal
addition, referred as Permit #00-1237. The Authority has no intentions of occupying the
building until a certificate of completion is issued by the City of Sanford. Enclosed is a
check in the amount of $65.00 for the permitting fee.
Please contact me should you have any questions.
VDW.jc
Enclosure: (1)
cc: Don Corinna, Turner Construction
Nelson Blankenship, BMA
Mark Construction
HNTB
Sanford Airport Authority
One Red Cleveland Boulevard, Suite 200
Sanford, FL 32773
407) 322-7771 • Fax (407) 322-5834
wwworlanclosanfordairport coin
I rely
Victor D. White, A.A.E.
Executive Director
2rz
w
March 13, 2000
City of Sanford
P. O Box 1788
Sanford, Honda 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Exp;unsion
3026 Carrier Avenue
Sanford,. Florida
Permit Nos. 00-797, 00-1237
DEA Project #: 00-039
Dear Mr. Florian:
I)eatrick Ingineering has been selected to provide Threshold Inspection services for the above -
referenced project.
The Threshold Agent will provide a written unspection report each day he is on the project. A copy will
be available on -site.
Periodically, (usually weekly), a summary report will be forwarded to you. Summary reports include the
following:
1. Reviewed daily reports
2. Concrete and density test result summaries
3. Submittals, when received
4. Special Inspector's Log
The Special Inspector's Log will note any observed variations from project plans, specifications, or
applicable building codes. The log will also be used to request specific items such as missing submittals.
The log is not intended as a final punch list, but rather as a suspense file noting items that we feel
require further action. Details for all log items can be found on the daily report referenced.
Should you have any questions concerning this or desire additional information, please let us know.
Yours Truly,
DEATRICK ENGINEERING ASSOCIATES, INC.
9 qD'
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector No.: 07=45
9671 Tradeport Dr. -Orlando, FL 32827
Phone 407 851-9776 - Fax 407 851-61 15
cc: Sanford Airport Authority.
Blankenship 1 464illen Architects
G. Amore, Amore Engineering.
L. Flynn, Mark Constnnction Co.
G. ii'looney, -turner Construction
DEATRICK ENGINEERING
ASSOCIATES, INC.
October 9, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Proiect #: 00-039
Summary #16
Dear Mr. Florian:
Attached are daily reports and Summary #16 for the above referenced project for the
period 10/02/00 to 10/07/00. Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9671 Trodeport Dr. -Orlando, FL 32827
Phone 407 851-9776 - Fox 407 851-6115
IDEATRICK ENGINEERING IASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-16
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 09/18/00 — 09/30/00
Inspector: D. Cook
Inspection Period : 10/02/00 - 10/07/00
Inspection Period : Daily Report Number 83
Added: 0
Resolved : 0
Open : 40
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
1 03/08/00 Footing/pilecap H I I No hooked bars WJD
2 03/08/00 Foundations H12. 13, G12,13, E13. J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J 14 and J 15 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project. 2 Moor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings J 11, J 12, J.3-12.4 28 da), results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min. requirement WJD Resolved-reinspection WJD 09-15-00
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD
20 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: WJD- Previously reviewed by Special inspector, Warren J. Dearrick P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency:
SIL DATE
OF
REPORT
21 04/12/00
22 04/13/00
23 04/13/00
24 04/14/00
25 04/17/00
26 04/17/00
27 04/17/00
28 04/18/00
Cityof Sanford
P.O. Box 1788
Sanford, Florida
STRUCT.
ELEMENT
Beams/purlins
Bolts
Beam
Bolts
Anchor bolts
Project
Bolts
Footing
Project:
1 Location:
32772
LOCATION
0.5-7) x (D.8-F)
E-F) x (0.5-7)
4) x (E-F)
7-16) x (E-J)
0.5-7) x (E-F), (7-14) x(B-J)
Project
7-16) x (E-K)
10.8) x (J.3-L)
Orlando/Sanford Airport Terminal Expansion Project No: 00-039
3026 Carrier Avenue Agent: B. Hammer
Sanford, FL 32773
DESCRIPTION S11 P.E./CONT. RESPONSE Sl DATE
Weld detail brace to bottom Flange WJD
Hole diameter WJD
Moment connection not required WJD
50%did not meet kip requirement WJD Resol ved-reinspect ion WJD 09-15-00
Drilled and replaced WJD
Mix design #1156229 WJD Res. -should read #1156229 WJD 05-08-00
50%did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
28 day comp. str. rpt. not received WJD
J.5) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings
L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
30 04/21/00 Footings
L-M) x 13.5)
Escalators # I & #2
28 day comp. str. rpt. not received
28 day comp. st. rpt. not received
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
05-24-00
05-24-00
31 04/21/00 Footings
32 04/24/00 Walls
A-D) x (22-31) 30, 31 C drilled - epoxied without inspection WJD
33 04/24/00 Anchor bolts
F) x (0.5-5) 50%did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
34 04/25/00 Bolts
Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
35 04/28/00 Slab
Column base Grout shrinkagc, gap between steel & grout WJD Resolved by re -inspection WJD 05-09-00
36 05/01/00 Footing
J,J.5,K,L x 18.6; 30,31 B.C,D 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 06-16-00
37 05/02/00 Footings
27, 28, 29 x B,C,D; 31 A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
38 05/03/00 Footings
28A&B, 29A. 30A 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 06-16-00
39 05/04/00 Footings
0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 05/06/00 1 Slab
Note: 141JD - Previously reviewed by Special Inspector, 14'arren J Deatrick, P. E. Reviewed By:
0
DEATRICK ENGINEERING ASSOCIATES, INC.
Permit Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
SEL DATE
OF
REPORT
41 5/06/00
5/06/00
44
45
47 I 5/06/00
50 5/09/00
51 5/09/00
53 5/10/00
54 5/ 12/00
55 5/20/00
57 5/20/00
58 5/20/00
59 5/20/00
60 5/20/00
Project: Orlando/Sanford Airy
Location: 3026 Carrier Avenue
Sanford, FL 32773
SPECIAL INSPECTOR'S LOG
Terminal Expansion I Project No: 00-039
Agent: B. Hammer
STRUCT.
ELEMENT
LOCATION DESCRIPTION S11 P.E./CONT. RESPONSE SI DATE
Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab
Slab
0.5-17) x (J-E)
0.5-17) x (J-E)
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
06-16-00
06-16-00
Footings 22C-D.2613-D,27B-D.29D 28 day comp. str. rpt. not received WJD
Footings 22A. 23A-C. 248, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
Footings 25A-D. 26A. 24-8 28 day comp. str. rpt. not received WJD
Footings 20C-D, 21 B-D. 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab H-J) x (I 1-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00
Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab E-L) x (7-17) 28 day comp. sir. rpt. not received WD Resolved -report received WJD 06-16-00
Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Nole: WJD - Previously reviewed by Special Inspector, Warren J Deatriek, P. E.
Reviewed By:
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
61 5/20/00 Slab
62 5/20/00 Slab
63 5/20/00 Slab
64 5/20/00 Slab
65 5/23/00 Bolted connections
66 5/23/00 Portal beams
67 5/23/00 Bolted connections
68 5/23/00 Bolted connections
69 5/24/00 Rotundas
70 5/26/00 Rotunda ./ footing
71 5/29/00 Footing / rotunda
72 6/03/00 Elevator deck
73 6/03/00 Elevator deck
74 6/03/00 Elevator deck
75 6/03/00 Elevator deck
76 6/03/00 Elevator deck
77 6/03/00 Elevator deck
78 6/03/00 Elevator deck
79 6/16100 Slab
80 6/16/00 Slab
DEATRICK ENGINEERING ASSOCIATES, INC.
Permit Agency: City of Sanford I Project: Orlando/Sanford Air ors
P.O. Box 1788 1 Location: 3026 Carrier Avenue
Sanford, Florida 32772 1 Sanford, FL 32773
DESCRIPTION
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. s(r. rpt. not received
50% did not meet 28 kip minimum
Washers missing
Washers missing
Washers missing
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
LOCATION
E-L) x (7-17)
E-L) x (7-17)
E-L) x (7-17)
E-L) x (7-17)
A-D) x (18-31)
A-D) x (27-28)
B-C) x (28)
D) x (25)
30.2-A), 26.4-A)
I 3.5-E) x (12,13) x (M-N)
31, Al D, and 28D
A-D) x (17-31)
A-D) x (17-31)
A-D) x (17-31)
A-D) x (17-31)
A-D) x (17-31)
A-D) x (17-31)
A-D) x (17-31)
H-M) x (17-22)
H-M) x (17-22)
Note: WJD- Previousry revtewea oY apeciut'"WcC,vr, Fluff cn .
SPECIAL INSPECTOR'S LOG
Terminal Expansion I Project No: 00-039
Agent: B. Hammer
SI P.E./CONT. RESPONSE SI' DATE
WJD Resolved -report received WJD 06-16-00
WD Resolved -report received WJD 06-16-00
WJD Resolved -report received WJD 06-16-00
WJD Resolved -report received WJD 06-16-00
WJD
WJD
WJD
WJD
WJD Resolved -report received WJD 06-16-00
WJD Resolved-repon received WJD 07-03-00
WJD Resolved -report received WJD 07-03-00
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
07-03-00
07-03-00
WJD Resolved -report received WJD 07-03-00
WJD Resolved -report received WJD 07-03-00
WJD Resolved -report received WJD 07-03-00
WJD Resolved -report received WJD 07-03-00
WJD Resolved -report received WJD 07-03-00
WJD Resolved -report received WJD 07-03-00
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC.
Permit Agency: City of Sanford I Project:
P.O. Box 1788 Location:
Sanford, Florida 32772
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
81 6/16/00 Slab
82 6/16/00 Slab
83 7/06/00 Footings
84 7/06/00 Column, beams
85 7/12/00 Beams, columns
86 7/12/00 Cable supports
87 7/14/00 Slab
88 7/14/00 Slab
89 7/14/00 Slab
90 7/14/00 Slab
91 7/14/00 Slab
92 7/20/00 Bolted connections
93 7/24/00 Welds
94 7/24/00 Bolted connections
95 7/24/00 Cable connections
96 7/27/00 Slab
97 8/10/00 Footings
98 8/10/00 Welds
99 8/11/00 Slab
100 8/16100 Welds
LOCATION
Orlando/Sanford Atrl
3026 Carrier Avenue
Sanford, FL 32773
DESCRIPTION
SPECIAL INSPECTOR'S LOG
Terminal Expansion I Project No: 00-039
Agent: B. Hammer
SI P.E./CONT. RESPONSE I SI' I DATE
C,D) x (25-26) 28 day comp. str. rpt. not received WJD
0.5-17) x (J-E) 28 day results (3830 psi) <4000 spec psi WJD
Column lines 10. 11. 12 28 day comp. str. rpt. not received WJD
Tower, (L) x (10.8-18.6) Weld detail for tube beam to column WJD
Towcr Holes enlarged by burning WJD
Ticket area Supports need E.O.R. review WJD
A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
A-D) x (24-31)
A-D) x (24-31)
28 day comp. sir. rpt. not received
28 day comp. sir. rpt. not received
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
08-22-00
08-22-00
A-D) x (24-31) 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 08-22-00
A-D) x (27-28) Washers missing WJD Resolved -report received WJD 08-22-00
Ticket area (J) x (13-18.6)
Ticket area (J) x (13-18.6)
Ticket area (1) x (13-18.6)
Insufficient, holes & undercutting
Connections at beams not per detail
Cable fix needs E.O.R. review
WJD
WJD
WJD
Resolved -report received
Resolved -report received
Resolved -report received
WJD
WJD
WJD
08-22-00
08-22-00
08-22-00
Loading area 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 08-22-00
28-day < spec WJD
L-13) Under cutting & bum through WJD j Resolved-reinspection WJD 08-11-00
Stem wall (L) x (11-19)
L-M) x (13.5-14.5)
28 day comp. str. rpt. not received
Do not comply with AWS DI.1
WJD
WJD Resolved-reinspection WJD 08-17-00
Note: HUD - Previously reviewed by Special inspector. (Darren J Dearrnck, P L Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
Cityof SanfordPermitAgency:
Location: 1 3026 Carrier AvenueAgent: B. HammerP.O. Box 1788
Sanford, Florida 32772 Sanford, FL 32773
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
SUL DATE STRUCT.
OF ELEMENT
REPORT
Ticket booth arca Welds insufficient and missing angle WJD Resolved-reinspection WJD 08-25-00
101 8/22/00 Canopy
Ticket area Several welds with excessive undercut WJD Resolved-reinspection WJD 09-01-00
102 8/30/00 Tube
Ticket area Need approved detail. for as -built connec. WJD
103 8/30/00 Bracing
Canopy walkway Need approved detail. for as -built oonnec. WJD Resolved-reinspection W1D 09-01-00
104 8/30/00 Purlin
105
106
107
108
109
110
112
113
114
115
116
117
118
119
120
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick P. E. Reviewed By:
ED=AL
DEAtRICK ENGINEEWNG
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
300 i 1'/2")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 04/22/00 Slab (E-L) x (7-17) UES 5'/2 3720 4900 4650 4780 SIL #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3840 5260 5290 5280 SIL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7'/2 3790 4910 5120 5020 SIL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6'/2 3760 5070 6030 5050 SIL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3980 5310 5200 5260 SIL #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved
7 04/22/00 Slab(E-L) x (7-17) UES 4'/2 3910 5300 5220 5260 SIL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/4 3470 4780 4900 4840 SIL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4940 SIL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES 55 3910 5080 5290 5190 SIL #64-Resolved
I 1 05/11/00 Slab (H-M) x (17-22) UES 6 3280 4310 4480 4400 SIL #79-Resolved
12 05/11/00 Slab (H-M) x (17-22) UES 6 3070 3950 3800 3880 SIL #80-Resolved
13 05/18/00 Slab (C,D) x (25-26) UES 6% 3490 28 day comp str test rpt not reed SIL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6 3610 4760 4900 4830 SIL #87-Resolved
15 06/16/00 Slab (A-D) x (24-31) UES 5 3620 4650 4660 4660 SIL #88-Resolved
16 06/16/00 Slab (A-D) x (24-31) UES 5 3770 4810 4760 4790 SIL #89-Resolved
17 06/16/00 Slab (A-D) x (24-31) UES 7% 3570 4610 4390 4500 SIL #90-Resolved
18 06/16/00 Slab (A-D) x (24-31) UES 4'/, 4080 4160 4880 5020 SIL #91-Resolved
19 06/29/00 Slab, loading area UES 5'/. 4460 5800 5380 5580 SIL #96-Resolved
20
Reviewed By:
3
DEATRICK ENGINEERING
ASSOCIATES, INC.
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 00-039 Sheet No.: I
Concrete Supplier:
Mix Design:
C.S.R. Rinker
1229866 28-Day Strength (psi): 4000
LOCATION
Slab
AGENT
UES
SLUMP
5" t I-/,-)
8
COMPRESSIVE STRENGTH 28 DG
4390
COMMENTS
SIL #4OResolved
SET Lab DATE
CAST 7-DAY
3190
28-DAY
4480
28-DAY
4290
I 4/8/00
Slab UES 8'/2 3350 3920 4310 4120 S1L #41-Resolved
2 4/8/00
Slab UES 8'/2 3370 4530 4540 4540 SILa42•Resolvee
3 4/8/00
Slab
Slab
UES
UES
7'/4
8%
3120
2590
4760
3680
4710
3970
4740
3830
SIL#43-Resolved
SI ° =Ra;1!ed N82
4 4/8/00
5 4/8/00
Slab UES 8 3100 4340 4370 4360 SIL#45-Resolved
6 4/8/00
Slab UES 9 3050 4030 4160 4100 SIL#4&Resolved
7 4/8/00
Slab UES 8 3300 4460 4260 4360 SIL#47-Resolved
8 4/8/00
Slab UES 7'/2 3300 4450 4400 4430 SIL #48-Resolved
9 4/8/00
Slab UES 7'/2 2940 4090 4020 4060 SIL #49-Resolved
10 4/8/00
Elevator deck UES 9 3330 5570 5510 5540 SIL#72-Resolved
11 5/6/00
Elevator deck UES 9 3110 5550 5420 5490 SIL#73•Resolved
12 5/6/00
Elevator deck UES 5 3210 5700 5640 5670 SIL074-Resolved
13 5/6/00
Elevator deck UES 4'/2 3120 5440 5420 5430 SIL#75•Resolved
14 5/6/00
Elevator deck UES 4'/2 3260 5580 5180 5380 SIL#76-Resolved
15 5/6/00
Elevator deck UES 4'/2 3070 5140 5490 5320 SIL #77-Resolved
16 5/6/00
Elevator deck UES 5 3000 5570 5230 5400 SIL #78-Resolved
17 5/6/00
18
19
20
Reviewed By:
QaA?R1CK ==N.-EERING SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
ASSOCIAM, INC.
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
LOCATION
Reviewed By:
DEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 2
Project:
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
Lab DATE
CAST
04-27-00
LOCATION
Rotunda/footing
AGENT
UES
SLUMP
4" f I")
5'/2
COMPRESSIVE STRENGTH 28 DAY
AVG
3050
COMMENTS
SIL #70-resolved
SET
7-DAY
1630
28-DAY
3070
28-DAY
3030
21
22 OS-01-00 Footing/rotunda UES 5'/2 1830 3320 3250 3290 7 day < 70% of spec
23 06-06-00 Footings UES 8 2290 28 day comp. str. test rpt. not rec'd SIL #83-
24 07-14-00 Slab, stem wall UES 4 28 day comp. str. test rpt. not reed SIL #99
Reviewed By:
DEATRICK ENGINEEMP40
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" f 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
I 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/4 1950 2760 2480 2620 28 day < spec - SIL # I I
4 03-13-00 Footings/wall UES 3'/, 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 6'/, 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not rec'd SIL #28
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not rec'd 7 day < 70% of spec
SIL #29
9 03-24-00 Footings UES 5'/. 2470 3930 3780 3860 SIL #30-Resolved
10 03-24-00 Footings UES 7'/2 2310 3390 3520 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/4 2240 3380 3360 3370 7 day < 70% of spec
13 04-04-00 Footings Contractor Not taken 1590 3050 3050 3050 7 day < 70% of spec
14 04-05-00 Footings UES 4'/2 2230 3350 3340 3350 SIL #38-Resolved
15 04-06-00 Footings UES 5 2200 1 3430 1 3550 3490 SIL #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #50
17 04-10-00 Footings UES 5'/2 1890 2850 2910 2880 28 day < spec SIL #97
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #52
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 SIL#53-Resolved
20 04-26-00 Rotundas UES 6 2210 3660 3510 3590 SIL #69-Resolved
Reviewed By:
w
THRESHOLD INSPECTION DAILY REPORT NO.83
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 10/02/00 - 10/07/00
Inspector: D. Cook
Inspection Date: 10/03/00
Weather: Rainy Temp. 82° Rain N Windy N
PROJECT MIANAGEMENT
Contacted E.O.R., Glenn Amore with Amore Engineering
Discussed and reviewed the project S.I.L.'s
E.O.R. requested an update copy faxed to him, for review and response
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatnck, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
October 6, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #15
Dear Mr. Florian:
Attached are daily reports and Summary #15 for the above referenced project for the
period 09/18/00 to 09/30/00. Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren J. Deatnck, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
hrs
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Trodeport Dr.-Orlondo, FL 32827
Phone 407 851-9776 - Fox 407 851-61 15
DEATRICK ENGINEERING
ASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-15
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 09/18/00 — 09/30/00
Inspector: D. Cook
Inspection Period : 09/18/00 — 09/30/00
Inspection Period : Daily Report Number 82
S.I.L. - Added: 0
Resolved : 0
Open: 40
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 A Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773 -
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
1 03/08/00 Footing/pilecap Hl 1 No hooked bars WJD
2 03/08/00 Foundations H12, 13, G12,13, E13, JI3 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J14 and JI5 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03t24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings Jl 1, J12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-0) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD
18 04/11/00 Bolts 7-14) 50% did not meet 28 kip min. requirement WJD Resolved-reinspection WJD 09-15-00
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD
20 04/12/00 1 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By;
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford Florida 32772 Sanford,FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
21 04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7-16) x (E-J) 50% did not meet kip requirement WJD Resolved-remspection WJD 09-15-00
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26 04/17/00 Project Project Mix design # 1156229 WJD Res. -should read # 1156229 WJD 05-09-00
27 04/17/00 Bolts 7-16) x (E-K) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings 15) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators # I & #2 28 day comp. st. rpt not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31C drilled - epoxied without inspection WJD
34 04/25/00 Bolts F) x (0.5-5) 50% did not meet kip requirement WJD Resolved-reinspection WJD 09-15-00
35 04/29/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel dt grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.5,K,L x 18.6; 30,31B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 05/03/00 Footings 27, 28, 29 x B,C,D; 31A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 05/06/00 1 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deabick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SIT., DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
41 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
43 5/06100 Slab 0.5-17) x (J-E) 28 day comp. W. rpt. not received WJD Resolved -report received WJD 06-16-00
44 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. W. rpt. not received WJD Resolved -report received WJD 06-16-00
45 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
46 5/06100 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
47 5106/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
48 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
49 5/0W00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
50 5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. rpt. not received Wm
51 5/09/00 Footings 22A, 23A-C, 24B, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD
53 5/10/00 Footings 20C-D, 21B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
54 5/12/00 Slab H-J) x (11-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16.00
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
58 V20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
59 5/20100 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
60 5/20/00 I Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatdck, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford, Florida 32772 Sanfbrd, FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
63 V20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
65 5/23/00 Bolted connections A-D) x (18-31) 5010 did not meet 28 kip minimum WJD
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD
67 V23/00 Bolted connections B-C) x (28) Washers missing WJD
68 5/23/00 Bolted connections D) x (25) Washers missing WJD
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. W. W. not received WM
70 5/26100 Rotunda J footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
71 5/29/00 Footing / rotunda 31, A, D, and 28D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
74 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
77 6103/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
79 6/16100 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
80 6/16100 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1799 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
81 6/16 00 Slab C,D) x (25-26) 28 day comp. str. rpt. not received WJD
82 6/16100 Slab 0.5-17) x (J-E) 28 day results (3930 psi) <4000 spec psi WJD
83 7/06/00 Footings Column lines 10,11,12 28 day comp. str. rpt. not received WJD
84 7/0&00 Column, beams Tower, (L) x (10.9-19.6) Weld detail for tube beam to column WJD
85 7/12/00 Beams, columns Tower Holes enlarged by burning WJD
86 7/12/00 Cable supports Ticket area Supports need E.O.R. review WJD
87 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
88 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
89 7/14/00 Slab A-D) x (24-31) 28 day comp. s r. rpt. not received WJD Resolved -report received WJD 08-22-00
90 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
91 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
92 7/20/00 Bolted connections A-D) x (27-28) Washers missing WJD Resolved -report received WJD 08-22-00
93 7/24/00 Welds Ticket area (J) x (13-19.6) 1nsuRcient, holes dt undercutting WJD Resolved -report received WJD 08-22-00
94 7/21 Bolted connections Ticket area (J) x (13.18.6) Connections at beams not per detail WJD Resolved -report received WJD 08-22-00
95 7/24/00 Cable connections Ticket area (J) x (13-18.6) Cable fix needs E.O.R. review I Resolved -report received WJD 08 22-00
7/27/00 Slab Loading area 28 day comp. str. rpt. not received WJD Resolved -report received WJD 08-22-00
97 8/10/00 Footings 28-day < spec WJD
98 8/10/00 Welds L -13) Under cutting dt burn through WJD Resolved-remspection WJD 08-11.00
99 9/11/00 Slab Stem wall (L) x (11-19) 28 day comp. str. rpt. not received WJD
100 8/16100 Welds L-M) x (13.5-14.5) Do not comply with AWS D1.1 WJD Resolved-reinspection WJD 08-17-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deabdck, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion jNo: 00-039P&
ent! P.O. Box 1788 Location: 3026 Carrier Avenue AB. Hammer
Sanford, Florida 32772 Sanford,FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE Sit DATE
101 MOO Canopy Ticket booth area Welds insufficient and missing angle WJD Resolved-remspection WJD 08-25-00
102 9/30/00 Tube Ticket area Several welds with excessive undercut WJD Resolved-remspection WJD 09-01-00
103 8/30/00 Bracing Ticket area Need approved detail, for as -built connec. WJD
104 9/30/00 Purlin Canopy walkway Need approved detail, for as -built connec. WJD Resolved-remspection WJD 09-01-00
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Note: WJD - Previously reviewed by Special Inspector, Warren 1. Deatrick, P.E.
Reviewed By:
rx=
DEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi): 4000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
5" f ivz")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 4/8/00 Slab UES 8 3190 4480 4290 4390 SIL #40-Resolved
2 4/8/00 Slab UES 8%: 3350 3920 4310 4120 SU-#4l-Rmlved
3 4/8/00 Slab UES 8%2 3370 4530 4540 4540 SrL #42•Rewlved
4 4/8/00 Slab UES 7'% 3120 4760 4710 4740 sa. #43•Raolved
5 4/8/00 Slab UES 83/4 2590 3680 3970 3830 Sd044—RmW d #32
6 4/8/00 Slab UES 8 3100 4340 4370 4360 s'L ias-Rm ved
7 4/8/00 Slab UES 9 3050 4030 4160 4100 sn. #4"A"'rod
8 4/8/00 Slab UES 8 3300 4460 4260 4360 s'L #47.Rmfhlw
9 4/8/00 Slab UES 7%2 3300 4450 4400 4430 s'L#".Resolved
10 4/8/00 Slab UES 7%2 2940 4090 4020 4060 Su. #49•Resolved
11 5/6/00 Elevator deck UES 9 3330 5570 5510 5540 sa, #72•Resolved
12 5/6/00 Elevator deck UES 9 3110 5550 5420 5490 s L #73'Resol w
13 5/6/00 Elevator deck UES 5 3210 5700 5640 5670 s L #74-Resolved
14 5/6/00 Elevator deck UES 4%2 3120 5440 5420 5430 sn, #73•Rewlved
15 5/6/00 Elevator deck UES 4%2 3260 5580 5180 5380 s'L #7""01ved
16 5/6/00 Elevator deck UES 4%2 3070 5140 5490 5320 s'L N77-Res0lved
17 5/6/00 Elevator deck UES 5 3000 5570 5230 5400 sn. #7E•RmK'w
18
19
Fyo-
Reviewed By:
ASSOOCIATESN 1114r_
RING SUMMARY -COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Project No.:
Concrete Supplier:
00-039 Sheet No.: 2
C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28•Day Strength (psi): 3000
SET
21
Lab DATE
CAST
04-27-00
LOCATION
Rotunda/footing
AGENT
UES
SLUMP
4" f 1")
5%:
COMPRESSIVE STRENGTH 28 DAY
AVG
3050
COMMENTS
SIL #70-resolved
7-DAY
1630
28-DAY
3070
28-DAY
3030
22 05-01-00 Footingtrotunda UES 5%: 1830 3320 3250 3290 7 day < 70% of spec
23
24
06-06-00
07-14-00
Footings
Slab, stem wall
UES
UES
8
4
2290 28 day comp. str. test rpt. not reed
28 day comp. str. test rpt. not rec'd
SIL #83
SIL #99
Reviewed By:
0EATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 1 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" f 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/, 1950 2760 2480 2620 28 day < spec - SIL #11
4 03-13-00 Footingstwall UES 3'/4 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 63/4 2280 3690 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not reed SII, #28
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not reed 7 day < 70% of spec
SIL #29
9 03-24-00 Footings UES 5% 2470 3930 3780 3960 SIL #30-Resolved
10 03-24-00 Footings UES 7%s 2310 3390 3520 3460 SII, #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/4 2240 3380 3360 3370 7 day < 70% of spec
13 04-04-00 Footings Contractor Not taken 1590 3050 3050 3050 7 day < 70% of spec
14 04-05-00 Footings UES 4%: 2230 3350 3340 3350 SIL #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 SIL #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd S1L #30
17 04-10.00 Footings UES 5%s 1890 2850 2910 2880 28 day < spec SIL #97 .
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #52
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 SIL #53-Resolved
20 04-26-00 Rotundas UES -T 6 2210 3660 3510 3590 SIL #69-Resolved
Reviewed By:
rx=
DEATRIGK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
3" t 1W)
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 04/22/00 Slab (E-L) x (7-17) UES 5%: 3720 4900 4650 4780 SIL #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3940 3260 3290 3280 SIL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7%: 3790 4910 5120 5020 SIL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6%: 3760 5070 6030 5050 SIL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4%: 3980 3310 5200 5260 SIL #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved
7 04/22/00 Slab (E-L) x (7-17) UES 4%: 3910 5300 5220 3260 SIL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/4 3470 4780 4900 4840 SIL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 3160 4940 SIL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES 52 3910 5080 5290 3190 SIL #64-Resolved
11 05/11/00 Slab (H-M) x (17-22) UES 6 3280 4310 4480 4400 SEL #79-Resolved
12 03/11/00 Slab (H-M) x (17-22) UES 6 3070 3950 3800 3880 SIL #80-Resolved
13 05/18/00 Slab (C,D) x (25-26) UES 6'/, 3490 28 day comp str test rpt not reed SEL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6 3610 4760 4900 4830 SIL #87-Resolved
15 06/16/00 Slab (A-D) x (24-31) UES 5 3620 4650 4660 4660 SIL #88-Resolved
16 06/16/00 Slab (A-D) x (24-31) UES 5 3770 4810 4760 4790 SIL #89-Resolved
17 06/16/00 Slab (A-D) x (24-31) UES 7'/. 3570 4610 4390 4500 SIL #90-Resolved
18 06/16/00 Slab (A-D) x (24-31) UES 4'/, 4080 4160 4880 5020 SIL #91-Resolved
19 06/29/00 Slab, loading area UES 5'/, 4460 5800 5380 5380 SIL #96-Resolved
20 1 -T
Reviewed By:
DEATRICK ENCi1NEEmma
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
Reviewed By:
THRESHOLD INSPECTION DAILY REPORT NO.82
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 09/18/00 - 09/30/00
Inspector: D. Cook
Inspection Date: 09/21/00
Weather: Clear Temp. 790 Rain N Windy N
PROJECT MANAGEMENT
Reviewed special inspector logs with Normand Brothers of Turner Construction
Reviewed submittals & R.F.1.'s from E.O.R.
Copied contractor an updated special inspector's log for review and response
No deficiencies noted
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. 2rick, P. .
Florida Registration No.: 13165
Special Inspectoes.No.: 0745
s
September 20, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary, #14
Dear Mr. Florian:
Attached are daily reports and Summary # 14 for the above referenced project for the
period 08/21/00 to 09/16/00. Also attached are the following:
I. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
r
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9671 Trodeport Dr. -Orlando, FL 32827
Phone 407 851-9776 - Fox 407 851-61 15
IDEATRICK ENGINEERING IASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO.5-14 PROJECT NO.00-039
PAGE 1 of 3
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 08/21/00 - 09/16/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE
Slab: (A-D) x (24-31)
S.I.L. #Is 87-96 (resolved): Received 28 day compressive strength test results.
No deficiencies noted
05120 - STRUCTURAL STEEL
Canopy : ticket booth area : +12'
No deficiencies noted, except:
S.I.L. #101(added): Welds insufficient and missing angle
Canopy : ticket booth area : +12'
Reinspection
S.I.L. #101(resolved): Angle placed per drawing, welds per drawing
No deficiencies noted
Tube: ticket area : +10'
No deficiencies noted, except:
S.I.L. #102 (added): Tube; several welds marked for re -welding
2%z" x 2'h" bracing, excessive under cut, overlap and
incomplete fusion per AWS D1.1
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-14 PROJECT NO.00-039
PAGE 2 of 3
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 08/21 /00 - 09/ 16/00
Inspector: B. Hammer
05120 - STRUCTURAL STEEL (continued)
Bracing : ticket area : +10'
No deficiencies noted, except:
S.I.L. #103 (added): Have not received an approved detail for as -built connection
2'/z" x 2%2" angle cut, plate added, clip flame cut, relocated
and re -welded
Purlin : canopy walkway: roof
No deficiencies noted, except:
S.I.L. #104 (added): Have not received an approved as -built connection for purlin
support each booth end of the walkway
S.I.L. #104 (resolved): Received an approved as -built connection for purlin support
Tube steel : (J) x (13-19) : +10'
Reinspection
Undercut, overlap, and fusion
S.I.L. #102 (resolved): Resolved by reinspection
No deficiencies noted
Bolts: (7-16) x (E-K) : 2nd level
S.I.L. #18 (resolved): Resolved by reinspection on report #31.
S.I.L. #24 (resolved): Resolved by reinspection on report #31.
S.I.L. #27 (resolved): Resolved by reinspection on report #31.
S.I.L. #34 (resolved): Resolved by reinspection on report #36.
No deficiencies noted
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-14 PROJECT NO.00-039
PAGE 3 of 3
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 08/21/00 - 09/16/00
Inspector: B. Hammer
Submittal Received: (one copy on file DEA office)
1) E.O.R. approved drawing, re: "Ticket Canopy Detail"
2) Amore Engineering field report 013 dated 8/30/00.
S.I.L. - Added: 4
Resolved : 17
Open : 40
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION Sit P.E./CONT. RESPONSE SI DATE
1 03/08/00 Footing/pilecap HI 1 No hooked bars WJD
2 03/08/00 Foundations H12, 13, G12,13, E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J 14 and J 15 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings 11 I, J 12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min. requirement WJD Resolved-reinspection 09-15-00
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD
20 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: WJD - Previously reviewed by Special Inspector, Warren J. Veatrick, Y. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
21 04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7-16) x (E-J) 50%did not meet kip requirement WJD Resolved-reinspection
G
09-15-00
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26 04/17/00 Project Project Mix design # 1156229 WJD Res. -should read # 1156229 WJD 05-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50%did not meet kip requirement WJD Resolved-reinspection 09-15-00
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings J.5) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report rcocivcd WJD 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators # I & #2 28 day comp. st. rpt. not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 3 1 C drilled - epoxied without inspection WJD
34 04/25/00 Bolts F) x (0.5-5) 50%did not meet kip requirement WJD Resolved-reinspection 09-15-00
35 04/28/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.5,K,L x 18.6; 30,31 B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 05/03/00 Footings 27, 28, 29 x B,C,D; 31 A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P. L.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE sit DATE
41 5/06100 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 5/06100 Slab 0.5-17) x (J-E) 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 06-16-00
43 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
44 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
45 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
46 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
47 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
48 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
49 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
50 5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. r%. not received WJD
51 5/09/00 Footings 22A, 23A-C, 24B, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
52 5/09/00 Footings 25A-D, 26A. 24-8 28 day comp. str. rpt. not received WJD
53 5/10/00 Footings 20C-D, 21 B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
54 5/12/00 Slab H-J) x (I 1-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00
55 5/20/00 Slab E-L) x (7-17) 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 06-16-00
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
58
59
5/20/00
5/20/00
Slab
Slab
E-L) x (7-17)
E-L) x (7-17)
28 day comp. sir. rpt. not received
28 day comp. str. rpt. not received
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
06-16-00
06-16-00
60 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note. WJD - Previously reviewed by Special Inspector, Warren J. VeatrfcK F. L.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
65 5/23/00 Bolted connections A-D) x (18-31) 501/6 did not meet 28 kip minimum WJD
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD
68 5/23/00 Bolted connections D) x (25) Washers missing WJD
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD
70 5/26/00 Rotunda J footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved-rcport received WJD 0& 16-00
71 5/29/00 Footing / rotunda 31, A, D, and 28D 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 07-03-00
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
74 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
76
77
6/03/00
6/03/00
Elevator deck
Elevator deck
A-D) x (17-31)
A-D) x (17-31)
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
07-03-00
07-03-00
78 6/03/00 Elevator deck: A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
79 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
80 1 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
Note: WJD - Previously reviewed by Special Inspector, warren J. Ueatrtca, F. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
81 6/16/00 Slab C,D) x (25-26) 28 day comp. str. rpt. not received WJD
82 6/16/00 Slab 0.5-17) x (J-E) 28 day results (3830 psi) <4000 spec psi WJD
83 7/06/00 Footings Column lines 10, 11, 12 28 day comp. str. rpt. not received WJD
84 7/06/00 Column, beams Tower, (L) x (10.8-18.6) Weld detail for tube beam to column WJD
85 7/12/00 Beams, columns Tower Holes enlarged by burning WJD
86 7/12/00 Cable supports Ticket area Supports need E.O.R. review WJD
87 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received w y 08-22-00
88 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received 08-22-00
89 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received 08-22-00
90 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received 08-22-00
91 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD Resolved -report received
w ,/p
08-22-00
92 7/20/00 Bolted connections A-D) x (27-28) Washers missing WJD Resolved -report received
w%
08-22-00
93 7/24/00 Welds Ticket area (J) x (13-18.6) Insufficient, holes & undercutting WJD Resolved -report received
cti
08-22-00
94 7/24/00 Bolted connections Ticket area (J) x (13-18.6) Connections at beams not per detail WJD Resolved -report received ti 08-22-00
95 7/24/00 Cable connections Ticket area (J) x (13-18.6) Cable fix needs E.O.R. review WJD Resolved -report received 08-22-00
96 7/27/00 Slab Loading area 28 day comp. str. rpt. not received WJD Resolved -report received 08-22-00
97 8/10/00 Footings 28-day < spec WJD
98 8/10/00 Welds L-13) Under cutting & bum through WJD Resolved-reinspection WJD 08-11-00
99 8/11/00 Slab Stem wall (L) x (11-19) 28 day comp. str. rpt. not received WJD
100 8/16/00 Welds L-M) x (13.5-14.5) Do not comply with AWS DI.I WJD Resolved-reinspection WJD 08-17-00
Nole: WJD - Previously reviewed by Special Inspector, warren J Veafrlck, r.C.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC.
Permit Agency: City of Sanford Project:
P.O. Box 1788 Location:
Sanford, Florida 32772
Orlando/Sanford Airl
3026 Carrier Avenue
Sanford. FL 32773
SPECIAL INSPECTOR'S LOG
Terminal Expansion I Project No: 00-039
A¢ent: B. Hammer
SIL DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
101 8/22/00 Canopy Ticket booth area Welds insufficient and missing angle w
Resolved-reinspection 08.25-00
102 8/30/00 Tube Ticket area Several welds with excessive undercut
tv
Resolved-reinspection 09-01-00
103 8/30/00 Bracing Ticket area Need approved detail, for as -built connec. w
104 8/30/00 Purlin Canopy walkway Need approved detail, for as -built connec. Resolved-reinspection a <,Zj 09-01.00
4I•)
105
106
107
108
109
110
III
112
113
114
115
116
117
118
119
120
Note: WJD - Previously reviewed by Special Inspector. Warren J. Deatrick, At:
Reviewed By:
ED=jOL
DEA7RlCK ENGINEERING
A! TEs, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.:
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" f 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/4 1950 2760 2480 2620 28 day < spec - SIL # I I
4 03-13-00 Footingstwall UES 3'/4 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 6% 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not reed SIL #28
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not reed 7 day < 700/6 of spec
SIL #29
9 03-24-00 Footings UES 5% 2470 3930 3780 3860 SIL #30-Resolved
10 03-24-00 Footings UES 7'/2 2310 3390 3520 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/4 2240 3380 3360 3370 7 day < 70% of spec
13 04-04-00 Footings Contractor Not taken 1590 3050 3050 3050 7 day < 700/6 of spec
14 04-05-00 Footings UES 4'/2 2230 3350 3340 3350 SIL #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 SIL #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #50
17 04-10-00 Footings UES 5'/2 1890 2850 2910 2880 28 day < spec SIL #97
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #52
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 SIL #53-Resolved
20 04-26-00 Rotundas UES 6 2210 3660 3510 3590 SIL #69-Resolved
Reviewed By:
ro=OA
DEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 2
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" t 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
21 04-27-00 Rotunda/footing UES 5'/2 1630 3070 3030 3050 SIL #70-resolved
22 05-01-00 Footingtrotunda UES 5'/2 1830 3320 3250 3290 7 day < 70%ofspec
23 06-06-00 Footings UES 8 2290 28 day comp. str. test rpt. not rec'd SIL #83
24 07-14-00 Slab, stem wall UES 4 28 day comp. str. test rpt. not rec'd SIL #99
Reviewed By:
EDE7
MGIWEERING
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
Reviewed By:
August 22, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #13
Dear Mr. Florian:
Attached are daily reports and Summary #13 for the above referenced project for the
period 07/31/00 to 08/19/00. Also attached are the following:
I. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9671 Trodeport Dr. - Orlondo, Fl. 32827
Phone 407 851-9776 - Fox 407 851-61 15
IDEATRICK ENGINEERING IASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-13 PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/31/00 - 08/19/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE
Slab: loading area
Footing
Slab: stem wall (L) x (l 1-19) : grade
No deficiencies noted, except:
S.I.L. #96 (added): Slab, loading area - have not received 28-day compressive strength test
report (due 7/27/00).
S.I.L. #97 (added): Footing, 28-day compressive strength < than specified spec. for:
mix #1054818, set #17, date cast 04-10-00
S.I.L. #99 (added): Slab, have not received 28-day compressive strength report for:
mix #1054818, set #24, cast 07/14/00
05120 - STRUCTURAL STEEL
Welds on beams : (L-M) x (13-15) : 118' 1"
3/16"fillet weld :, overheads and welds to clips sufficient
Beams lifted 1' 10"
No deficiencies noted, except:
S.I.L. #98 (added): Weld at (L-13) with under cutting and bum through
Will reinspect
Welds : (L-l3) : 118' 1"
Reinspection
S.I.L. #98 (resolved): 3/ l6 fillet welds repaired
No deficiencies noted
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-13 PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/31/00 - 08/19/00
Inspector: B. Hammer
05120 - STRUCTURAL STEEL (continued)
Beams: (L-M) x (13.5-14.5) : 118' 1'
A36 '/4" x 4" angle with 12" x 12' x ''/s" tube beams
No deficiencies noted, except:
S.I.L. #100 (added): Welds do not comply with AWS D I.1.
No details available with weld pattern
Beams: (L-M) x (13.5-14.5) : 118' 1"
Reinspection
Welds comply with AWS D1. )
S.I.L. #100 (resolved): Welds repaired
No deficiencies noted
Submittal Received: None
S.I.L. - Added: 5
Resolved : 2
Open : 53
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Ztrick, P.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
1 03/08/00 Footing/pilecap HI I No hooked bars WJD
2 03/08/00 Foundations H12, 13, G12,13. E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts 114 and J15 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project, 2 Floor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings J 11, J 12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min. requirement WJD
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD
20 1 04/12/00 1 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: 1VJD - Previously reviewed by Special inspector, Warren J. Deatrick, P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
21 04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7-16) x (E-J) 50%did not meet kip requirement WJD
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26 04/17/00 Project Project Mix design # 1156229 WJD Res. -should read # 1156229 WJD 05-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50%did not meet kip requirement WJD
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings J.5) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators # I & #2 28 day comp. st. rpt. not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31 C drilled - epoxied without inspection WJD
34 04/25/00 Bolts F) x (0.5-5) 50% did not meet kip requirement WJD
35 04/28/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.5,K,L x 18.6; 30,31 B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 1 05/03/00 Footings 27, 28, 29 x B,C,D; 31A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 05/06/00 1 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: IPJD - Previously reviewed by Special Inspector, Warren J. Deatrick P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE Sit DATE
41 5/06100 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 5/06100 Slab 0.5-17) x (J-E) 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 06-16-00
43 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
44 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
45 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
46 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
47 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
48 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
49 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
50 5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. rpt. not received WJD
51 5/09/00 Footings 22A, 23A-C, 24B, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD
53 5/10/00 Footings 20C-D, 21 B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
54 5/12/00 Slab 1-14) x (I 1-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
58 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD I Resolved -report received WJD 06-16-00
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
60 5/20/00 Slab E-L) x (7-17) 28 day comp. sir. rpt. not received WJD Resolved -report received WJD 06-16-00
Note. HIM - Previously reviewed by Special Inspector, Warren J Deatrick P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
65 5/23/00 Bolted connections A-D) x (18-31) 50%did not meet 28 kip minimum WJD
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD
68 5/23/00 Bolted connections D) x (25) Washers missing WJD
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD
70 5/26/00 Rotunda J footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
71 5/29/00 Footing / rotunda 31, A. D, and 28D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
74 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
79 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
80 6/16/00 I Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 07-03-00
Note: 1N11D - Previously reviewed by Special Inspector. Warren J. Deatrick, P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford FL 32773
SIT. DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION Sit P.E./CONT. RESPONSE sitDATE
81 6/16/00 Slab CD) x (25-26) 28 day comp. str. rpt. not received WJD
82 6/16/00 Slab 0.5-17) x (J-E) 28 day results (3830 psi) <4000 spec psi WJD
83 7/06/00 Footings Column lines 10, 11, 12 28 day comp. str. rpt. not received WJD
84 7/06100 Column, beams Tower, (L) x (10.8-18.6) Weld detail for tube beam to column WJD
85 7/12/00 Beams, columns Tower Holes enlarged by burning WJD
86 7/12/00 Cable supports Ticket area Supports need E.0.11- review WJD
87 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD
88 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD
89 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD
90 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD
91 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received WJD
92 7/20/00 Bolted connections A-D) x (27-28) Washers missing WJD
93 7/24/00 Welds Ticket area (J) x (13-18.6) Insufficient, holes & undercutting WJD
94 7/24/00 Bolted connections Ticket area (J) x (13-18.6) Connections at beams not per detail WJD
95 7/24/00 Cable connections Ticket area (J) x (13-18.6) Cable fix needs E.O.R. review WJD
96 7/27/00 Slab Loading area 28 day comp. str. rpt. not received
97 8/10/00 Footings 28-day < spec
98 8/10/00 Welds L-13) Under cutting & burn through Resolved-reinspection G, 90 8/I I/00
99 9/11/00 Slab Stem wall (L) x (11-19) 28 day comp. str. rpt. not received 4V9D
100 8/16100 1 Welds L-M) x (13 5-14.5) Do not comply with AWS Dl.I r,,V I Resolved-reinspection 10 8/17/00
Now WJD - Previously reviewed by Special Inspector, Darren J. Deatrlck, P.E.
Reviewed By:
EAL
OEA?RICK ENGINEERINI3 SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
ASS O TE's, INC.
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE LOCATION AGENT SLUMP COMPRESSIVE STRENGTH 28 DAY COMMENTS
CAST 4" t I") 7-DAY 28-DAY 28-DAY AVG
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/4 1950 2760 2480 2620 28 day < spec - SIL # 11
4 03-13-00 Footings/wall UES 3'/4 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 6'/4 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not rec'd SIL #28
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not rec'd 7 day < 70% of spec
SIL #29
9 03-24-00 Footings UES 5% 2470 3930 3780 3860 SIL #30-Resolved
10 03-24-00 Footings UES 7'/z 2310 3390 3520 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/4 2240 3380 3360 3370 7 day < 70% of spec
13 04-04-00 Footings Contractor Not taken 1590 3050 3050 3050 7 day < 70% of spec
14 04-05-00 Footings UES 4'/2 2230 3350 3340 3350 SIL #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 SIL #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL 950
17 04-10-00 Footings UES 5'/2 1890 2850 2910 2880 28 day < spec SIL #97
qjj
I8 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #52
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 SIL #53-Resolved
20 04-26-00 Rotundas UES 6 2210 3660 3510 359TI SIL #69-Resolved
Reviewed By:
Eo=AL
OEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 2
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" t 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
21 04-27-00 Rotunda/footing UES 5'/: 1630 3070 3030 3050 SIL #70-resolved
22 05-01-00 Footing/rotunda UES 5'/2 1830 3320 3250 3290 7 day < 700/6 of spec
23 06-06-00 Footings UES 8 2290 28 day comp. str. test rpt. not rec'd SIL #83
24 07-14-00 Slab, stem wall UES 4 28 day comp. str. test rpt. not reed SIL #99
Reviewed By:
96ATRICKPENOINEIEWNG SUMMARY -COMPRESSIVE STRENGTH: CYLINDERS
ASSOCIATES, INC.
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE LOCATION AGENT SLUMP COMPRESSIVE STRENGTH 28 DAY COMMENTS
CAST 3" t 1'/2") 7-DAY 28-DAY 28-DAY AVG
1 04/22/00 Slab (E-L) x (7-17) UES 5'/2 3720 4900 4650 4780 SIL #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3840 5260 5290 5280 SIL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7'/2 3790 4910 5120 5020 SIL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6%: 3760 5070 6030 5050 SIL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3980 5310 5200 5260 SIL #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved
7 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3910 5300 5220 5260 SIL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/4 3470 4780 4900 4840 SIL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4940 SIL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES 51 3910 5080 5290 5190 SIL #64-Resolved
I 1 05/11/00 Slab (H-M) x (17-22) UES 6 3280 4310 4480 4400 SIL #79-Resolved
12 05/11/00 Slab (H-M) x (17-22) UES 6 3070 3950 j 3800 3880 SIL #80-Resolved
13 05/18/00 Slab (C,D) x (25-26) UES 6% 3490 28 day comp str test rpt not rec'd SIL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6 28 day compressive strength test report not reed SIL #87
15 06/16/00 Slab (A-D) x (24-31) UES 5 28 day compressive strength test report not reed SIL #88
16 06/16/00 Slab (A-D) x (24-31) UES 5 28 day compressive strength test report not reed SIL #89
17 06/16/00 Slab (A-D) x (24-31) UES 7% 28 day compressive strength test report not reed SIL #90
18 06/16/00 Slab (A-D) x (24-31) UES 4'/4 28 day compressive strength test report not rec'd SIL #91
19 06/29/00 Slab, loading area UES 5'/. 28 day compressive strength test report not reed SIL #96
20
Reviewed By:
QQeATR1CKp=:mAmmWrm4GL
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi): 4000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
5" t 1%2-)
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 4/8/00 Slab UES 8 3190 4480 4290 4390 SIL#4aRaWIed
2 4/8/00 Slab UES 8'/2 3350 3920 4310 4120 SIL #41-Resolved
3 4/8/00 Slab UES 8'/2 3370 4530 4540 4540 SILM-Resolved
4 4/8/00 Slab UES 7'/4 3120 4760 4710 4740 SIL #43-Resolved
5 4/8/00 Slab UES 8% 2590 3680 3970 3830 SI L:44-Raoi od 082
6 4/8/00 Slab UES 8 3100 4340 4370 4360 SIL#43-Resolved
7 4/8/00 Slab UES 9 3050 4030 4160 4100 SIL#4&RcW,,ed
8 4/8/00 Slab UES 8 3300 4460 4260 4360 SIL #47-Resolved
9 4/8/00 Slab UES 7'/2 3300 4450 4400 4430 SIL #48-Resolved
10 4/8/00 Slab UES 7'/2 2940 4090 4020 4060 SIL#49-Resolved
11 5/6/00 Elevator deck UES 9 3330 5570 5510 5540 SIL#72-Resolved
12 5/6/00 Elevator deck UES 9 3110 5550 5420 5490 SIL #73-Resolved
13 5/6/00 Elevator deck UES 5 3210 5700 5640 5670 SILa74-Resolved
14 5/6/00 Elevator deck UES 4'/2 3120 5440 5420 5430 SIL#75-Resolved
15 5/6/00 Elevator deck UES 4'/2 3260 5580 5180 5380 SIL#76-Resolved
16 5/6/00 Elevator deck UES 4%2 3070 5140 5490 5320 SIL#77-Resoled
17 5/6/00 Elevator deck UES 5 3000 5570 5230 5400 SIL#78-Resolved
18
19
20 T
Reviewed By:
N
R* JC. RINd
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 00-039 Sheet No.: 1
Concrete Supplier:
Mix Design:
C.S.R. Rinker
1156229 28-Day Strength (psi): 4000
Reviewed By:
COMMENTS
IL#26-Resolved
Attention:
Permitting Agency:
Project:
Inspection Period:
Inspector:
Inspection Date:
Weather: Clear
THRESHOLD INSPECTION DAILY REPORT NO.73
PROJECT NO.00-039
PAGE 1 of 1
Mr. Dan Florian, Building Official
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Orlando/Sanford Airport Terminal Expansion
07/31/00 - 08/19/00
D. Cook
08/10/00
Temp. 870 Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Slab: loading area
No deficiencies noted, except:
S.I.L. #96 (added): Have not received 28-day compressive strength test report (due 7/27/00).
Footing
No deficiencies noted, except:
S.I.L. #97 (added): 28-day compressive strength test result less than 28 day spec psi for:
Mix #1054818, set #17, date cast 04-10-00
28 day = 2880 psi (28-day spec 3000 psi)
05120 - STRUCTURAL STEEL
Welds on beams: (L-M) x (13-15) : 118' l"
3/16" fillet welds : overheads and welds to clips sufficient
Beams lifted 1' 10"
No deficiencies noted, except:
S.I.L. #98 (added): Weld at (L-13) with under cutting and bum through
Will reinspect
Reviewed By:
Deatrick Engineering Associates, Inc.
J/ 9
Warren J. Deatrick, P. .
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.74
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/31/00 - 08/19/00
Inspector: D. Cook
Inspection Date: 08/11/00
Weather: Clear Temp. 880 Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Slab: stem wall (L) x (11-19) : grade
No deficiencies noted, except:
S.I.L. #99 (added): Have not received 28-day compressive strength report for:
mix #1054818, set #24, cast 07/14/00
05120 - STRUCTURAL STEEL
Welds : (L-13) : 118' 1"
Reinspection
S.I.L. #98 (resolved): 3/16" fillet welds repaired
No deficiencies noted
Reviewed By:
Deatrick Engineering Associates, Inc.
e 9c"
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.75
PROJECT NO.00-039
PAGE i of l
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/31/00 - 08/19/00
Inspector: D. Cook
Inspection Date: 08/16/00
Weather: Clear Temp. 820 Rain N Windy N
05120 - STRUCTURAL STEEL
Beams: (L-M) x (13.5-14.5) : 118' I'
A36 ''VV x 4" angle with 12" x 12' x %2" tube beam
No deficiencies noted, except:
S.I.L. 0100 (added): Welds do not comply with AWS D I . I .
No details available with weld pattern.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.76
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/31/00 - 08/19/00
Inspector: D. Cook
Inspection Date: 08/17/00
Weather: Clear Temp. 78° Rain N Windy N
05120 - STRUCTURAL STEEL
Beams: (L-M) x (13.5-14.5) : 118' 1"
Reinspection
A36'/4" x 4" angle with 12" x 12" x'/z" tube beam
Welds comply with AWS DI.I
2" weld @ 12" o.c. top and bottom
S.I.L. #100 (resolved): Welds repaired
No deficiencies noted
Reviewed By:
Deatrick Engine/ring Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration Na.: 13165
Special Inspector's No.: 0745
July 31, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #12
Dear Mr. Florian:
Attached are daily reports and Summary #12 for the above referenced project for the
period 07/03/00 to 07/29/00 Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Trodeport Dr. -Orlando, FL 32827
Phone 407 851-9776 - Fox 407 851-61 15
IDEATRICK ENGINEERING IASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-12 PROJECT NO.00-039
PAGE 1 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE
Footing: rotunda (A31, D31, D28)
S.I.L. #71 (resolved): 28-day compressive strength test report received.
Elevator deck: (A-D) x (17-31) : 2od level
No deficiencies noted
S.I.L. #72 - #78 (resolved): 28-day compressive strength test reports received.
No deficiencies noted
Slab: (H-M) x (17-22)
S.I.L. #79 & #80 (resolved): 28-day compressive strength test reports received.
No deficiencies noted
Footings: column lines 10-12 @ M3 & M5 : grade
No deficiencies noted, except:
S.I.L. #83 (added): Have not received 28-day compressive strength report for:
mix #1054818, set #23, cast 06/06/00
Slab: loading area
No deficiencies noted, except:
Have not received 7 day compressive strength test report for:
mix #1249169, set #19, cast 06/29/00 (7 day due 07/06/00)
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-12 PROJECT NO.00-039
PAGE 2 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE (continued)
Slab: stem wall (L) x (11-19) :grade
18 C.Y.: 3000 psi : 1 set of 4 cylinders cast
No deficiencies noted, except:
S.I.L. #87-91 (added): Have not received 28-day compressive strength reports for:
mix #1249168, set #14-#18, cast 06/16/00
05120 - STRUCTURAL STEEL
Columns : tower : grade to 116'-3"
Beams: (L) x (10.8-18.6)
Reinspection
Connections and welds
No deficiencies noted, except:
Undersize welds
Excessive undercut
Incomplete weld length
Will reinspect when corrections are completed
No deficiencies noted, except:
S.I.L. 084 (added): Need weld detail for tube beam to column connection.
Knife plate welded one side (spec welded on two sides)
Fillet %," size
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-12 PROJECT NO.00-039
PAGE 3 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: B. Hammer
05120 - STRUCTURAL STEEL (continued)
Welds: (L) x (10.8-18.6)
Reinspection
Weld deficiencies corrected
No deficiencies noted, except:
S.I.L. #84 (open): Need weld detail for tube beam to column connection.
Knife plate welded one side (spec welded on two sides)
Fillet %," size
Beams / columns: tower: 0' to roof
Erection and welds comply with steel drawing and specs
No deficiencies noted, except:
S.I.L. #85 (added): Holes enlarged by burning at bottom beam column connections
Cable supports : ticket area framing
No deficiencies noted, except:
S.I.L. #86 (added): Cable supports need E.O.R. review.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-12 PROJECT NO.00-039
PAGE 4 of 4
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: B. Hammer
05120 - STRUCTURAL STEEL (continued)
Cables, angles, bolted connections : overhead ticket area : (J) x (13-18.6)
Reinspection
Cable connections - 4" angle lateral across 3 purlins
Welded in 3 locations
Eye bolts double -nutted w/flat washers
Cable connected to eye bolt with two clamps
No deficiencies noted, except:
S.I.L. #93 (added): Welds insufficient; holes & undercutting in several locations.
S.I.L. #94 (added): Connections at existing beams W24 & Wig not per details.
S.I.L. #95 (added): Fix for cable connections needs E.O.R. review
Submittal Received: (]-copy on file DEA office)
1) Amore Engineering 7/7/00 fax, re: "Strengthening Existing Connections Between Steel
Tubes and Metal Building Columns".
S.I.L. - Added: 13
Resolved : 10
Open : 50
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SiL DATE
OF
REPORT
1 03/08/00
2 03/08/00
STRUM
ELEMENT
Footing/pilecap
Foundations
LOCATION
HI 1
H12, 13, G12,13, E13, J13
DESCRIPTION
No hooked bars
Mix design #1054818
SI
WJD
WJD
P.E./CONT. RESPONSE
Mix design received
S11
WJD
DATE
04-04-00
3 03/10/00
03/13/00
Anchor bolts
Beams
J 14 and J 15
E-H) x (7-14)
Hole depth
Fix for misaligned holes
WJD
WID
4
5 03/23/00
03/24/00
Footings
Foundation/pilecap
2) x (14.5)
L-M) x (13-14)
Anchor bolt diameter
Rebar hook length
WJD
WJD
6
7 03/30/00
04/05/00
Beams
Footings
Project, 2 floor and roof
PLB Rotunda Fnd. (31 A)
Fix for misaligned bolt holes
U-bar spacing not per spec
WJD
WJD
8
9 04/06/00
04/06/00
Footings
Footings
30A
29C
Lap on vertical #5 not per spec
Anchor bolts epoxied without inspection
WJD
WJD
10
I 1 04/07/00
04/07/00
Footings
Deck
J 11, J 12, J.3-12.4
17-0.5) x (J-E)
28 day results (2620 psi) <3000 spec psi
No spec on lap screw placement
WJD
WJD
12
04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14t1613 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00
04/07/00
04/07/00
Deck
Deck
Deck
17-0.5) x (J-E)
17-G)
15-F)
Bolts torch cut to fit shallow holes
Gap between column and grout
Full thread engagement not achieved
WJD
WJD
WJD
Resolved-repaired/inspected WJD 04-13-00
17
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min. requirement WJD
19 04/12/00
04/ 12/00
Beams/purlins
Beams/purlins
0.5-8) x (D.8-F)
0.5-8) x (D.8-F)
Need weld detail for beam to purlin clip
Weld in lieu of bolts
WJD
WJD
20
Note: WJD - Previously reviewed by Special Inspector. Warren J. Dearrick P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
21 04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7-16) x (E-J) 50%did not meet kip requirement WJD
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26 04/17/00 Project Project Mix design # 1156229 WJD Res. -should read # 1156229 WJD 05-08-00
27 04/17/00 Bolts 7-16) x (E-K) 501/odid not meet kip requirement WJD
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings J.5) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators # I & #2 28 day comp. st. rpt. not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31 C drilled - epoxied without inspection WJD
34 04/25/00 Bolts F) x (0.5-5) 50016 did not meet kip requirement WJD
35 04/28/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.3,K,L x 18.6; 30,31 B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 05/03/00 Footings 27, 28, 29 x B,C,D; 31A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
41 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
43 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
44 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
45 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
46 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
47 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
48 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 1 06-16-00
49 5/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
50 5/09/00 Footings 22C-D,2613-D,27B-D,29D 28 day comp. str. rpt. not received WJD
51 5/09/00 Footings 22A, 23A-C, 2413, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD
53 5110100 Footings 20C-D, 21 B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
54 5/12/00 Slab H-J) x (I 1-12) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-20-00
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
57
58
5/20/00
5/20/00
Slab
Slab
E-L) x (7-17)
E-L) x (7-17)
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
06-16-00
1 06-16-00
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
60 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD I Resolved -report received WJD 06-16-00
Nole: WJD - Previously reviewed by Special inspector, warren J. Vea r ct, F. L.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue A ent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIT., DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. sv. rpt. not received WD Resolved -report received WJD 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
65 5/23/00 Bolted connections A-D) x (18-31) 50% did not meet 28 kip minimum WJD
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD
68 5/23/00 Bolted connections D) x (25) Washers missing WJD
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD
70 5/26100 Rotunda ./ footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
71 5/29/00 Footing / rotunda 31, A, D, and 28D 28 day comp. str. rpt. not received WJD Resolved -report receivedA 07-03-00
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received 07-03-00
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received 07-03-00
74 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received
w-O
07-03-00
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received 07-03-00
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received
w O
07-03-00
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received 07-03-00
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD Resolved -report received 07-03-00
79 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received cy, 07-03-00
80 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD Resolved -report received 07-03-00
Note: lVJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford,FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
81 6/16/00 Slab C,D) x (25-26) 28 day comp. str. rpt. not received WJD
82 6/16100 Slab 0.5-17) xSJ-E) 28 day results (3830 psi) <4000 spec psi WJD
83 7/06/00 Footings Column lines 10, 11,12 28 day comp. str. rpt. not received O
84 7/06/00 Column, beams Tower, (L) x (10.8-18.6) Weld detail for tube beam to column
85 7/12100 Beams, columns Tower Holes enlarged by burning
86 7/12/00 Cable supports Ticket area Supports need E.O.R review
4.
87 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received L ,D
88 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received
89 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received
90 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received AD
91 7/14/00 Slab A-D) x (24-31) 28 day comp. str. rpt. not received LJq
92 7/20/00 Bolted connections A-D) x (27-28) Washers missing 440
93 7/24/00 Welds Ticket area (J) x (13-18.6) Insufficient, holes & undercutting 1 )
94 7/24/00 Bolted connections Ticket area (J) x (13-18.6) Connections at beams not per detail
11-1-0
95 7/24/00 Cable connections Ticket area (J) x (13-18.6) Cable fix needs E.O.R. review
96
97
98
99
100
NOIe: WJD - Pr w1ousl), reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
AQDIEAITMKENC;INEER'tNd SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
gSSOC1A7E5, INC.
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE LOCATION AGENT SLUMP COMPRESSIVE STRENGTH 28 DAY COMMENTS
CAST 4" t I-) 7-DAY 28-DAY 28-DAY AVG
I 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/4 1950 2760 2480 2620 28 day < spec - S1L # I
4 03-13-00 Footingstwall UES 3'/4 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 63/4 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not reed SIL #28
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not reed 7 day < 70% of spec
S0. #29
9 03-24-00 Footings UES 53/4 2470 3930 3780 3860 SIL #30-Resolved
10 03-24-00 Footings UES 7'/: 2310 3390 3520 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/4 2240 3380 3360 3370 7 day < 70% of spec
13 04-04-00 Footings Contractor Not taken 1590 3050 3050 3050 7 day < 70% of spec
14 04-05-00 Footings UES 4'/2 2230 3350 3340 3350 S0. #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 SIL #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd S0. #50
17 04-10-00 Footings UES 5'/: 1890 2850 2910 2880 7 day < 70% of spec
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SO., #52
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 Su. #53-Resolved
20 04-26-00 Rotundasi UESI 6 2210 3660 3510 3590I SIL #69-Resolved
Reviewed By:
7 CKT=SN, 0
NEERI[ 3
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi): 4000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
5" t W)
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 4/8/00 Slab UES 8 3190 4480 4290 4390 SIL 040-Rewlved
2 4/8/00 Slab UES 8'/2 3350 3920 4310 4120 SIL #41-Resolved
3 4/8/00 Slab UES 8'/2 3370 4530 4540 4540 SIL #42-Resolved
4 4/8/00 Slab UES 7'/4 3120 4760 4710 4740 SIL #43-Resolved
5 4/8/00 Slab UES 8% 2590 3680 3970 3830 2SIL8 D#
44-Resol<
spec -
vILed #82 6
4/8/00 Slab UES 8 3100 4340 4370 4360 SIL #45-Resolved 7
4/8/00 Slab UES 9 3050 4030 4160 4100 SIL a46-Resolved 8
4/8/00 Slab UES 8 3300 4460 4260 4360 SIL #47-Resolved 9
4/8/00 Slab UES 7'/2 3300 4450 4400 4430 SIL #48-Resolved 10
4/8/00 Slab UES 7'/2 2940 4090 4020 4060 SIL #49-Resolved 11
5/6/00 Elevator deck UES 9 3330 5570 5510 5540 SIL #72-Resolved 12
5/6/00 Elevator deck UES 9 3110 5550 5420 5490 SIL #73-Resolved 13
5/6/00 Elevator deck UES 5 3210 5700 5640 5670 SIL #74-Resolved 14
5/6/00 Elevator deck UES 4'/2 3120 5440 5420 5430 SIL#75-Resolved 15
5/6/00 Elevator deck UES 4'/2 3260 5580 5180 5380 SIL V&Resolved 16
5/6/00 Elevator deck UES 4'/2 3070 5140 5490 5320 sIL #n-Resolved 17
5/6/00 Elevator deck UES 5 3000 5570 5230 5400 SIL #78.Resolved 18
19
T
F-2o Reviewed
By:
C:
DATTE ICK f'—ERING
ASSOCIATES, WC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 2
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" t 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
21 04-27-00 Rotunda/footing UES 5'/: 1630 3070 3030 3050 SIL #70-resolved
22 05-01-00 Footingtrotunda UES 5'/: 1830 3320 3250 3290 7 day < 70% of spec
23 06-06-00 Footings UES 8 2290 28 day comp. str. test rpt. not rec'd SU, #83
24 07-14-00 Slab, shear wall UES 4 7 day comp. str. test rpt. not reed
Reviewed By:
rl=ZAL
OEATWK ENGINEERING
As= -as, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
Reviewed By:
r7lrm
DEATRICK ENOINEERINt3
AS.SOCWnS, EEC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: l
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
3" f 1'/s")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 04/22/00 Slab (E-L) x (7-17) UES 5'/: 3720 4900 4650 4780 SIL #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3840 5260 5290 5280 SIL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7'/: 3790 4910 5120 5020 SEL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6'/2 3760 5070 6030 5050 SIL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4'h 3980 5310 5200 3260 SII. #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved
7 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3910 5300 5220 5260 SIL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/, 3470 4780 4900 4840 SIL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4940 SIL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES 58 3910 5080 5290 5190 SEL #64-Resolved
11 05/11/00 Slab (H-M) x (17-22) UES 6 3280 4310 4480 4400 SIL #79-Resolved
12 05/1 t/00 Slab (H-M) x (17-22) UES 6 3070 3950 3800 3880 SEL #80-Resolved
13 05/18/00 Slab (C,D) x (25-26) UES 63/4 3490 28 day comp str test rpt not reed SEL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6 28 day compressive strength test report not reed SII., #87
15 06/16/00 Slab (A-D) x (24-31) UES 5 28 day compressive strength test report not rec'd SIL #88
16 06/16/00 Slab (A-D) x (24-31) UES 5 28 day compressive strength test report not rec'd SQ. #89
17 06/16/00 Slab (A-D) x (24-31) UES 7'/, 28 day compressive strength test report not reed SIL #90
18 06/16/00 Slab (A-D) x (24-31) UES 4'/4 28 day compressive strength test report not rec'd SIL #91
19 06/29/00 Slab, loading area slab UES 5'h 7 day compressive strength test report not reed
20
Reviewed By:
THRESHOLD INSPECTION DAILY REPORT NO.67
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector:
Inspection Date: 07/03/00
Weather: Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE
Footing: rotunda (A31, D31, D28)
S.I.L. #71(resolved): 28-day compressive strength test reports received.
Elevator deck: (A-D) x (17-31) : 2od level
S.I.L. #72-#78 (resolved): 28-day compressive strength test reports received.
No deficiencies noted
Slab: (H-M) x (17-22)
S.I.L. #79 & #80 (resolved): 28-day compressive strength test reports received.
No deficiencies noted
Reviewed By:
Deatrick Engineering Associates, Inc.
gco'.."6
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.68
PROJECT NO.00-039
PAGE I of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: B. Hammer
Inspection Date: 07/06/00
Weather: Clear Temp. 90° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Footings: column lines 10, 11, 12 @M3 & MS: grade
No deficiencies noted, except:
S.I.L. #93 (added): Have not received 28-day compressive strength report for:
mix 01054818, set #23, cast 06/06/00
Slab: loading area
No deficiencies noted, except:
Have not received 7 day compressive strength test report for:
mix #1249168, set #19, cast 06/29/00 (7 day due 07/06/00)
THRESHOLD INSPECTION DAILY REPORT NO.68
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: B. Hammer
Inspection Date: 07/06/00
Weather: Clear Temp. 90° Rain N Windy N
05100 - STRUCTURAL STEEL
Columns: tower: grade to 116'-3"
Beams : (L) x (10.8-19.6) : +10' to +141'-8"
Reinspection
Visual weld inspection
Single bevel connections
Fillet welds
Flare bevel connections
No deficiencies noted, except:
Undersize welds
Excessive undercut
Incomplete weld length
Will reinspect when corrections are completed
S.I.L. #84 (added): Need weld detail for tube beam to column connection.
Knife plate welded one side (spec welded on two sides)
Fillet ''/," size
Reviewed By:
Deatrick Engineering Associates, Inc.
9
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.69
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: D. Cook
Inspection Date: 07/12/00
Weather: Clear Temp. 81° Rain N Windy N
05120 - STRUCTURAL STEEL
Welds: (L) x (10.8-18.6) : 10' to roof
Reinspection
Weld deficiencies from 7/6/00 corrected
Welds comply with AWS D1.1 per plans and specs
No deficiencies noted, except:
S.I.L. #84 (open): Need weld detail for tube beam to column connection.
Knife plate welded one side (spec welded on two sides)
Fillet'/4" size
Beams / columns : tower : 0' to roof
Erection and welds comply with steel drawing and specs
No deficiencies noted, except:
S.I.L. #85 (added): Holes enlarged by burning at bottom beam column connections
Cable supports : ticket area framing
No deficiencies noted, except:
S.I.L. #86 (added): Cable supports need E.O.R. review.
THRESHOLD INS+PECTION DAILY REPORT NO.69
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: D. Cook
Inspection Date: 07/ 12/00
Weather: Clear Temp. 810 Rain N Windy N
Submittal Received:
1) Amore Engineering 7/7/00 fax, re: "Strengthening Existing Connections Between
Steel Tubes and Metal Building Columns". (Needs E.O.R. signature)
Reviewed By:
Destrick Engineering Associates, Inc.
Warren J. Destrck, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.70
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: D. Cook
Inspection Date: 07/14/00
Weather: Clear Temp. 810 Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Slab: stem wall (L) x (11-19) : grade
18 C.Y.: mix #1054818 : 3000 psi (spec 3000 psi)
One set of four cylinders cast by UES
Slump 4" (spec. 4" t 1 ")
No deficiencies noted, except:
S.I.L. 087 (added): Slab -have not received 28-day compressive strength report for:
mix #1249168, set #14, cast 06/16/00
S.I.L. #88 (added): Slab -have not received 28-day compressive strength report for:
mix #1249169, set #15, cast 06/16/00
S.I.L. #89 (added): Slab -have not received 28-day compressive strength report for:
mix #1249168, set #16, cast 06/16/00
S.I.L. #90 (added): Slab -have not received 28-day compressive strength report for:
mix #1249168, set #17, cast 06/16/00
S.I.L. #91(added): Slab -have not received 28-day compressive strength report for:
mix # 1249168, set # 18, cast 06/16/00
Reviewed By:
Deatrick Engineering Associates, Inc.
9`T-L -
Warren J. Deatnck, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.71
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: D. Cook
Inspection Date: 07/20/00
Weather: Clear Temp. 890 Rain N Windy N
05120 - STRUCTURAL STEEL
Bolted connections: (A-D) x (27-28) : roof line
Reinspection
A325 V field bolted connections
Calibrated per AISC 8(d)2
Meet 56 kip minimum requirement
No deficiencies noted, except:
S.I.L. #92 (added): Washers missing under the turned element.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.72
PROJECT NO.00-039
PAGE l of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 07/03/00 - 07/29/00
Inspector: D. Cook
Inspection Date: 07/24/00
Weather: Clear Temp. 83° Rain N Windy N
05120 - STRUCTURAL STEEL
Cables, angles, bolted connections : overhead ticket area : (J) x (13-18.6) : +11'
Reinspection
Cable connections at roof line using 4" angle lateral across
3 purlins and welded in three locations
Eye bolts at roof line are double -nutted with flat washers with
cable connected to eye bok with two clamps
Eye bolts at bottom - single nut with plate washer
No deficiencies noted, except:
S.I.L. #93 (added) : Welds insufficient; holes & undercutting in several locations
S.I.L. #94 (added): Connections at existing beams W24 & W18 not per details.
S.I.L. #95 (added): Fix for cable connections needs E.O.R. review.
Submittal Received:
1. American Buildings Co. 6/02/00 fax re: Purlin Loading (copy on file DEA office)
Reviewed By:
Deatrick Engineering Associates, Inc.
k9`o
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
F1
July 6, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #II
Dear Mr. Florian:
Attached are daily reports and Summary #11 for the above referenced project for the
period 06/19/00 to 07/01/00. Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Trodeport Dr. -Orlondo, FL 32827
Phone 407 851-9776 - Fox 407 851-6115
IDEATRICK ENGINEERING IASSOCIATES, INC.
f '' !
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-11 PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/19/00 - 07/01/00
Inspector: B. Hammer
03200 - CONCRETE REINFORCEMENT
Mechanical slab/footing extension: (D-28.3) & (I3-6, 10.8) : grade
Rebar size, grade
Clearances
Lap, spacing
No deficiencies noted
03300 - CAST -IN -PLACE CONCRETE
Mechanical slab/footing extension : (D-28.3) & Q3-6, 10.8) : grade
Slab: loading area: 103'6"
33 C.Y.: 3400 psi : 1 set of 4 cylinders cast
Slumps 5'/:' (spec 3" f 1 %i')
No deficiencies noted, except:
Mechanical slab / footings - no consolidation; will perform post
pour inspection for possible voids.
Slump noted above does not meet spec; contractor notified. Will
monitor compressive strength test results.
Slab (A-D) x (24-31) - have not received 7 day compressive
strength test report for:
Mix #1249168, set Ns 14-18, cast 06/16/00 (7 day due
6/23/00)
Slab: (H-J) x (11-12)
S.I.L. #54 (resolved): 28-0ay compressive strength test report received.
No deficiencies noted
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-11 PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/19/00 - 07/01/00
Inspector: B. Hammer
05120 - STRUCTURAL STEEL
Welds: tower: 0 - roof line
4" fillet welds
No deficiencies noted, except:
Welds too small
Bolt holes too big / enlarged
Bohs too short, loose
Contractor to schedule reinspection
Welds: tube frame (L) x (10.8-13) : 0 - roof line
Horizontal 4" x 4" & 12" x 12"
No deficiencies noted, except:
Welds with undercutting
Weld length incomplete (plans continuous)
Contractor to schedule reinspection
Submittals Received: None
S.I.L. - Added: 0
Resolved : 1
Open: 47
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SSI L DATE STRUCT. LOCATION DESCRIPTION SI P.EJCONT. RESPONSE SI DATE
OF ELEMENT
REPORT
1 03/08/00 Footing/pilecap Hl 1 No hooked bars WJD
2 03/09/00 Foundations H12, 13, G12,13, E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J14 and J15 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecep L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd. (3 ) A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings J11, J12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaire"spected WJD 04-13-00
17 04/07/00 Deck IS-F) Full thread engagement not achieved WJD
18 04/11/00 Bolts 7-14) 50%did not meet 28 by min. requirement WJD
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD
20 04/12/00 1 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deotriclk P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG ti
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Pro'ect No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.EJCONT. RESPONSE SI DATE
21 04/12/00 Beamstpurlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7.16) x (E-J) 50% did not meet kip requirement WJD
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26 04/17/00 Project Project Mix design # 1156229 WJD Res. -should read #1156229 WJD 05-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50% did not meet kip requirement WJD
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings J.5) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32 04/24/00 Walls Escalators # I & #2 28 day comp. st. rpt. not received WJD Resolved -report received WJD 05-24-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31C drilled - epoxied without inspection WJD
34 04/25/M Bolts F) x (0.5-5) 50`/o did not meet kip requirement WJD
35 04/28/00 Slab Meehanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection WJD 05.09-00
37 05/02/00 Footings J,J.5,K,L x 18.6; 30,31 B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
38 05/03/00 Footings 27, 28, 29 x B,C,D; 31A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24.00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
40 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrickk P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Aijrport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
41 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
42 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
43 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
44 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06.16-00
45 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
46 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
47 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
48 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
49 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
50 5/09/00 Footings 22C-D,26B-D,27&D,29D 28 day comp. str. rpt. not received WJD
51 5/09/00 Footings 22A, 23A-C, 2413, 28D 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD
53 5/10100 Footings 20C-D, 21 B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
54 5/12100 Slab H-J) x (11-12) 28 day comp. str. rpt. not received WJD Resolved -report received tok 06-20-00
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
56 5120/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16.00
58 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
60 5/20/00 I Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 1 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatric$ P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue ent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06.16-00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received WJD 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06-16-00
65 5/23/00 Bolted connections A-D) x (18-31) 5001*did not meet 28 kip minimum WJD
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD
68 5/23/00 Bolted connections D) x (25) Washers missing WJD
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD
70 5/26 00 Rotunda J footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 06.16.00
71 5/29/00 Footing / rotunda 31, A. D, and 28D 28 day comp. str. rpt. not received WJD
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
74 W03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
76 6/03/00 Elevator deck A-D) x (17.31) 28 day comp. str. rpt. not received WJD
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
79 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD
80 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received WJD
Note. WJD - Previously reviewed by Special Inspector, warren . L*arrrcx, r &
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG 1.
4
Permit
P.O. Box 1788 Location: 3026 Carrier Avenue
Sanford. Florida 32772 Sanford, FL 32773
SIL DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
81 6116/00 Slab C,D) x (25-26) 28 day comp. str. rpt. not received WJD
82 6/16100 Slab 0.5-17) x (1-E) 28 day results (3830 psi) <4000 spec psi WJD
83
84
85
86
87
88
89
90
91
92
93
94
95
97
98
99
100
Note. WJD - Previously reviewed by Special Inspeclor, warren . vewrtck F E
Reviewed By:
E3C i
06ATOCK ENO'--WN3
ASSflC1ATES, INC. SUNIMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECHWEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 1 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
3" t 1'/i')
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 04/22/00 Slab (E-L) x (7-17) UES 5%: 3720 4900 4630 4780 SU. #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3840 3260 5290 5280 SEL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7% 3790 4910 5120 5020 SEL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6%s 3760 5070 6030 5050 SEL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4%: 3980 5310 5200 5260 SEL #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SiL #60-Resolved
7 04/22/00 Slab (E-L) x (7-17) UES 4%: 3910 5300 5220 5260 SEL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/4 3470 4780 4900 4940 SEL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4%0 SEL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES 50 3910 5080 3290 5190 SEL #64-Resolved
11 05/11/00 Slab (H-M) x (17-22) UES 6 3280 28 day comp. str. test rpt. not reed SEL #79
12 05/11/00 Slab (H-M) x (17-22) UES 6 3070 28 day comp. str. test rpt. not reed SD. #80
13 05/18/00 Slab (C,D) x (25-26) UES 63/4 3490 28 day comp. str. test rpt. not reed SEL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6 7 day compressive strength test report not reed
15 06/16/00 Slab (A-D) x (24-31) UES 5 7 day compressive strength test report not reed
16 06/16/00 Slab (A-D) x (24-31) UES 5 7 day compressive strength test report not reed
17 06/16/00 Slab (A-D) x (24-31) UES 73/. 7 day compressive strength test report not reed
18 06/16/00 Slab (A-D) x (24-31) UES 4'/4 7 day compressive strength test report not reed
19 06/29/00 Slab, loading area slab UES 5'h
20
Reviewed By:
OEAIRICK ENOINEERIme
assoc s, WC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi): 4000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
5" f IS/2")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 4/8/00 Slab UES 8 3190 4480 4290 4390 SIL #40-Resolved
2 4/8/00 Slab UES 8'/2 3350 3920 4310 4120 SD. #41-Resolved
3 4/8/00 Slab UES 8'h 3370 4530 4540 4540 SL #42-Resolved
4 4/8/00 Slab UES 7'/4 3120 4760 4710 4740 SO.. #43-Resolved
5 4/8/00 Slab UES 8% 2590 3680 3970 3830 28 day < spec - Sa. #82
6 4/8/00 Slab UES 8 3100 4340 4370 4360 SD. #45-Resolved
7 4/8/00 Slab UES 9 3050 4030 4160 4100 S9, #46-Resolved
8 4/8/00 Slab UES 8 3300 4460 4260 4360 SIL #47-Resolved
9 4/8/00 Slab UES 7'/2 3300 4450 4400 4430 SD. #48-Resolved
10 4/8/00 Slab UES 7'/2 2940 4090 4020 4060 SIL #49-Resolved
11 5/6/00 Elevator deck UES 9 3330 28 day comp. str. test rpt. not reed SR. #72
12 5/6/00 Elevator deck UES 9 3110 28 day comp. str. test rpt. not reed SU, #73
13 5/6/00 Elevator deck UES 5 3210 28 day comp. str. test rpt. not reed Su. #74
14 5/6/00 Elevator deck UES 4'/2 3120 28 day comp. str. test rpt. not reed SIL #75
15 5/6/00 Elevator deck UES 4'h 3260 28 day comp. str. test rpt. not reed SIL #76
16 5/6/00 Elevator deck UES 4'/2 3070 28 day comp. str. test rpt. not reed SIL #77
17 5/6/00 Elevator deck UES 5 3000 28 day comp. str. test rpt. not reed SIL #78
18
19
20
Reviewed By:
Ezr.7
DEA7RICK ENGINEEWNG
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
Reviewed By:
oEA7RiCK ;:1MNd SUMMARY -COMPRESSIVE STRENGTH: CYLINDERSeATRI
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" f 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2
3
03-08-00
03-10-00
Foundations
Footings
UES
UES
Not taken
6'/4
2060
1950
3290
2760
3110
2480
3200
2620 28 day < spec - SIL # I I
4 03-13-00 Footings/wall UES 3'/4 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 6% 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/. 2650 28 day comp. str. test rpt. not reed Su. #29
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not reed 7 day < 70% of spec
SIL #29
9 03-24-00 Footings UES 5% 2470 3930 3780 3860 SEL #30-Resolved
10 03-24-00 Footings UES 7'/: 2310 3390 3520 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/4 2240 3380 3360 3370 7 day < 70% of spec
7 day < 70% of spec1304-04-00 Footings Contractor Not taken 1590 3050 3050 3050
14 04-05-00 Footings UES 4'/: 2230 3350 3340 3350 SU. #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 SIL #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SIL #50
17 04-10-00 Footings UES 5'/: 1890 2850 2910 2880 7 day < 70% of spec
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd S1L #52
19
20
04-12-00
04-26-00
Footings
Rotundas
UES
UES
Not taken
6
2720 3480 3530
2210 3660 3510
3510
3590
S11..#53-Resolved
SIL #69-Resolved
Reviewed By:
ASSOCI 4TFS, I IVCEERIHId SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 2
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" t 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
21 04-27-00 Rotunda/footing UES 5'/2 1630 3070 3030 3050 SIL #70-resolved
22 05-01-00 Footing/rotunda UES S'/: 1830 28 day comp. str. test rpt. not reed 7 day < 70% of spec
23 06-06-00 Footings UES 8 7 day comp. strength test report not received
Reviewed By:
r 1 i I
THRESHOLD INSPECTION DAILY REPORT NO.64
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/19/00 - 07/01/00
Inspector: D. Cook
Inspection Date: 06/20/00
Weather: Clear Temp. 81° Rain N Windy N
03200 - CONCRETE REINFORCEMENT
Mechanical slab/footing extension: (D-28.3) & (J3-6, 10.8) : grade
Grade 60 rebar
Slab
Twelve #6's east to west @ 12" o.c.
Thirteen #6's north to south @ 12" o.c.
Footings, two #5's continuous
Lap, clearances & spacing per specs.
No deficiencies noted
03300 - CAST -IN -PLACE CONCRETE
Mechanical slab/footing extension: (D-28.3) & Q3-6, 10.8) : grade
10 C.Y.:mix #1054818 : 3400 psi (spec. 3000)
No samples taken
No deficiencies noted, except:
No consolidation; will perform post -pour inspection for
possible voids.
r t f y
THRESHOLD INSPECTION DAILY REPORT NO.64
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/19/00 - 07/01/00
Inspector: D. Cook
Inspection Date: 06/20/00
Weather: Clear Temp. 810 Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE (continued)
Slab: (H-J) x (11-12)
S.I.L. #54 (resolved): 28-day compressive strength test report received.
No deficiencies noted
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
M 1 1 a
THRESHOLD INSPECTION DAILY REPORT NO.65
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1798
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/19/00 - 07/01/00
Inspector: D. Cook
Inspection Date: 06/23/00
Weather: Clear Temp. 81° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Slab: (A-D) x (24-31)
No deficiencies noted, except:
Have not received 7 day compressive strength test report for:
mix #1249168, set #'s 14-18, cast 06/16/00 (7 day due 06/23/00)
05120 - STRUCTURAL STEEL
Welds: tower: 0-roof line
fillet welds
No deficiencies noted, except:
Welds too small
Bolt holes too big / enlarged
Botts too short, loose
Contractor to schedule reinspection
of I 1 a
THRESHOLD INSPECTION DAILY REPORT NO.65
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/19/00 - 07/01/00
Inspector: D. Cook
Inspection Date: 06/23/00
Weather: Clear Temp. 810 Rain N Windy N
05120 - STRUCTURAL STEEL (continued)
Welds: tube frame: (L) x (10.8-13) : 0-roof line
Horizontal 4" x 4" & 12" x 12"
No deficiencies noted, except:
Welds with undercutting
Weld length incomplete (plans continuous)
Contractor to schedule reinspection
Reviewed By:
Deatrick Engineering Associates, Inc.
qCt-_-)'-4
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
4 1 &
THRESHOLD INSPECTION DAILY REPORT NO.66
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/19/00 - 07/01/00
Inspector: O. Morales
Inspection Date: 06/29/00
Weather: Clear Temp. 680 Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Slab: loading area: 103'-6"
23 C.Y.: mix #1249168 : 3400 psi (spec 3400 psi)
One set of four cylinders cast by UES
Slump 5%:' (spec. 3" f 1 %:")
Placed via wheel barrow
No deficiencies noted, except:
Slump does not meet spec; contractor notified. Will monitor
compressive strength test results.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren' J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
June 23, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #10
Dear Mr. Florian:
Attached are daily reports and Summary # 10 for the above referenced project for the
period 06/05/00 to 06/17/00. Also attached are the following:
I. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
111
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9671 Trodeport Dr. •Orlondo, Fl. 32827
Phone 407 851-9776 • Fox 407 851-6115
IDEATRICK ENGINEERING IASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-10 PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/05/00 - 06/17/00
Inspector: B. Hammer
03200 - CONCRETE REINFORCEMENT
Footings: column lines 10, 11, 12 @ M3 and M5
Clearances, lap & spacing
No deficiencies noted
03300 - CAST -IN -PLACE CONCRETE
S.LL. #37, #39 - #43 (resolved): Received reports
S.I.L. #44- #49, #51, #53(resolved): Received reports
S.I.L. #55- #64, #70 (resolved): Received reports
Footings: column lines 10, 11, 12 @ M3 & M5
Slab: (A-D) x (24-31)
14 C.Y.: 3000 psi : 1 set of 4 cylinders cast
Slump 8"
240+ C.Y.: 3400 psi : 5 sets of 4 cylinders cast
Slumps 6" and 73/4"
No deficiencies noted, except:
Slumps noted above do not meet spec; contractor notified. Will
monitor compressive strength test results.
Have not received 7 day compressive strength test report for:
mix # 1054818, set #23, cast 06/06/00 (7 day due 6/13/00)
WEEKLY THRESHOLD SUM WARY
SUNIMARY NO. S-10 PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/05/00 - 06/17/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE (continued)
S.I.L. #79 (added): Slab -Have not received 28 day compressive strength report for:
mix # 124918, set # 11, cast 05/11 /00.
S.I.L. #80 (added): Slab -Have not received 28 day compressive strength report for:
mix # 124918, set # 12, cast 05/11 /00.
SXL. #81(added): Slab -Have not received 28 day compressive strength report for:
mix #124918, set #13, cast 05/18/00.
S.I.L. #82 (added): 28 day compressive strength test result (3830 psi) for mix # 1054818,
cylinders cast 04/08/00 is less than 4000 psi
S.I.L. - Added: 4
Resolved : 25
Open: 48
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00.039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SitL DATE STRUCT. LOCATION DESCRIPTION SINP.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
1 03/08/00 Footing/pilecap HI I No hooked bars WJD
2 03/08/00 Foundations H12, 13, G12,13, E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J14 and J15 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd (31 A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings J 11, J 12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WID
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD
I8 04/11/00 Bolts 7-14) 5001* did not meet 28 kip min. requirement WJD
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to purlin clip WJD
20 04/12/00 Beamstpurlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Pro'ed No: 00-039
P.O. Box 1788 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford. Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
21
22
04/12/00
04/ 13/00
Beams/purlins
Bolts
0.5-7) x (D.8-F)
E-F) x (0.5-7)
Weld detail brace to bottom flange
Hole diameter
WJD
WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7-16) x (E-J) 50%did not meet kip requirement WJD
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26
27
04/17/00
04/17/00
Project
Bolts
Project
7-16) x (E-K)
Mix design #1156229
50% did not meet kip requirement
WJD
WJD
Res. -should read #1156229 WJD 05-08-00
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings J.5) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received WJD 05-24-00
32
33
34
35
04/24/00
04/24/00
04/25/00
04/2&00
Walls
Anchor bolts
Bolts
Slab
Escalators # I & #2
A-D) x (22-31)
F) x (0.5-5)
Mechanical/generator pad
28 day comp. st. rpt. not received
30, 3 1 C drilled - epoxied without inspection
50% did not meet kip requirement
28 day comp. str. rpt. not received
WJD
WJD
WJD
WJD
Resolved -report received
Resolved -report received
WJD
WJD
05-24-00
05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings J,J.5,K,L x 18.6; 30,31B.C,D 28 day comp. str. rpt. not received WJD Resolved -report received t.49 06-16-00
38
39
05/03/00
05/04/00
Footings
Footings
27, 28, 29 x B,C,D; 31 A
28A&B, 29A, 30A
28 day comp. str. rpt. not received
28 day comp. str. rpt. not received
WJD
WJD
Resolved -report received
Resolved -report received
WJD 05-24-00
06-16-00
40 1 05/06/00 1 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford I Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 1 Location: 3026 Carrier AvenueAgent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SIL DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
41
REPORT
05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received n r, 06-16-00
42 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received
A./
06-16-00
43 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
44 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received
k.
06-16-00
45 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
46 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD Resolved -report received 06-16-00
47 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received 06.16-00
48 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
49 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
50 5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. rpt. not received WJD
51 5/09/00 Footings 22A, 23A-C, 24B, 28D 28 day comp. str. rpt. not received WD Resolved -report received 06-16-00
52 5/09/00 Footings 25A.D, 26A, 24-8 28 day comp. str. rpt. not received WJD
53 5/10/00 Footings 20C-D, 21B-D, 24D 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
54 5/12/00 Slab H-J) x (11-12) 28 day comp. str. rpt. not received WJD
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received 06-16-00
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received
V
06-16-00
58 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
60 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received 06-16-00
Note: WJD - Previously reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue ent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SU, DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE Sil DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received 4,,tb 06-16-00
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD Resolved -report received 06-16-00
63 5/20/00 Slab E-L) x (7-17) 28 day comp. sir. rpt. not received WID Resolved -report received C
06-16-00
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD Resolved -report received 06.16.00
65 5/23/00 Bolted connections A-D) x (18-31) 50% did not meet 28 kip minimum WJD
66 5/23/00 Portal beams A-D) x (27-28) Washers missing WJD
67 5/23/00 Bolted connections B-C) x (28) Washers missing WJD
68 5/23/00 Bolted connections D) x (25) Washers missing WJD
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received WJD
70 5/26100 Rotunda ./ footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received WJD Resolved -report received w/J„ 06-16-00
71 5/29/00 Footing / rotunda 31, A, D, and 28D 28 day comp. str. rpt. not received WJD
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
74 6/03/00 Elevator deck A-D) x 0 7-31) 28 day comp. str. rpt. not received WJD
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WID
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received WJD
79 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received wb
80 6/16/00 Slab H-M) x (17-22) 28 day comp. str. rpt. not received
Note. WJD - Previously reviewed by Special Inspector, Warren J. Deatriot P. t.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford I Pro'eM: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 1Location: 3026 Carrier Avenue ent: B. Hammer
Sanford, Florida 32772 1 Sanford, FL 32773
SO., DATE STRUCT. LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
OF ELEMENT
REPORT
81 6/16/00 Slab (C,D) x (25-26) 28 day comp. str. rpt. not received
82 6/16/00 Slab (0.5-17) x (J-E) 28 day results (3830 psi) <4000 spec psi
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
Note: KID - Previously reviewed by Special Inspector. Warren J. Deatrick P. E.
Reviewed By:
AUAASSCMMATES, WC.tI<RINd
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 1 00-039 Sheet No.: 1
Concrete Supplier:
Mix Design:
C.S.R. Rinker
1229866 28-Day Strength (psi): 4000
SET
1
Lab DATE
CAST
4/8/00
LOCATION
Slab
AGENT
UES
SLUMP
5„ t 1'/=")
8
COMPRESSIVE STRENGTH 28 DAY
28-DAY 28-DAY AVG
4480 4290 4390
COMMENTS
SIL #40-Resolved
7-DAY
3190
2 4/8/00 Slab UES 8'/2 3350 3920 4310 4120 SU. #41-Resolved
3 4/8/00 Slab UES 8%2 3370 4530 4540 4540 SU, #42-Resolved
4 4/8/00 Slab UES 7'/4 3120 4760 4710 4740 SU. #43-Resolved
5 4/8/00 Slab UES 8% 2590 3680 3970 3830 28 day < spec - SU, #82
6 4/8/00 Slab UES 8 3100 4340 4370 4360 SUL #45-Resolved
7 4/8/00 Slab UES 9 3050 4030 4160 4100 SIL #46-Resolved
8 4/8/00 Slab UES 8 3300 4460 4260 4360 SU. #47-Resolved
9 4/8/00 Slab UES 7'h 3300 4450 4400 4430 SIL #48-Resolved
10 4/8/00 Slab UES 7'/2 2940 4090 4020 4060 SIL #49-Resolved
11 5/6/00 Elevator deck UES 9 3330 28 day comp. str. test rpt. not reed SQL #72
12 5/6/00 Elevator deck UES 9 3110 28 day comp. str. test rpt. not reed SIL #73
13 5/6/00 Elevator deck UES 5 3210 28 day comp. str. test rpt. not reed SIL #74
14 5/6/00 Elevator deck UES 4'/2 3120 28 day comp. str. test rpt. not reed SIL #73
15 5/6/00 Elevator deck UES 4'/2 3260 28 day comp. str. test rpt. not reed SIL #76
16 5/6/00 Elevator deck UES 4'/2 3070 28 day comp. str. test rpt. not reed SU. #77
17 5/6/00 Elevator deck UES 5 3000 28 day comp. str. test rpt. not reed SIL #78
18
19
20
Reviewed By:
aEAJWK ENOINIERINS
ASSOCIATTS, INC.
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 00-039 Sheet No.: 1
Concrete Supplier: C.S.R. Rinker
Mix Design: 1156229 28-Day Strength (psi): 4000
Reviewed By:
ED=OA
AAk"C 1 "'F INC.ERIIW3
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 00-039 Sheet No.: 1
Concrete Supplier: C.S.R. Rinker
Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE LOCATION AGENT SLUMP COMPRESSIVE STRENGTH 28 DAY COMMENTS
7-DAY 28-DAY 28-DAYCAST4" } 1") AVG
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/4 1950 2760 2480 2620 28 day < spec - SIL # I l
4 03-13-00 Footings/wall UES 3'/. 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 6% 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not reed SIL #28
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not reed 7 day < 70% of spec
S11 #29
9 03-24-00 Footings UES 5% 2470 3930 3780 3860 SIL #30-Resolved
10 03-24-00 Footings UES 7'/2 2310 3390 3520 3460 SIL #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
U. 017-Re-,nived
12 03-31-00 Slab UES 2'/4 2240 3380 3360 3370 7 day < 70% of spec
MI. 9-15-Regnived
13 04-04-00 Footings Contractor Not taken 1590 3050 3050 3050 7 day < 70a/a of spec
14 04-05-00 Footings UES 4'/2 2230 3350 3340 3350 SIL #38-Resolved
15 04-06-00 Footings UES 5 2200 3430 3550 3490 S0. #39-Resolved
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not reed SIL #50
17 04-10-00 Footings UES 5'/2 1890 2850 2910 2880 7 day < 70% of spec
Rn
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not reed Sa, #32
19 04-12-00 Footings UES Not taken 2720 3480 3530 3510 S0.#53-Resolved
20 04-26-00 Rotundas UES 6 2210 3660 3510 3590 SIL #69-Resolved
Reviewed By:
DEA?RICK ENQINEERINd
ASSOCIATES,
Project: Orlando/Sanford Airport Terminal Expansion
Address: 3026 Carrier Ave., Sanford, Florida 32773
Contractor: Turner Construction
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project No.: 00-039 Sheet No.: 2
Concrete Supplier: C.S.R. Rinker
Mix Design: 1054818 T 28-Day Strength (psi): 3000
SET
21
22
23
Lab DATE
CAST
04-27-00
05-01-00
06-06-00
LOCATION
Rotunda/footing
Footing/rotunda
Footings
AGENT
UES
UES
UES
SLUMP
4" f 1")
5'/:
5'/2
8
COMPRESSIVE STRENGTH 28 DAY
28-DAY 28-DAY AVG
3070 3030 3050
28 day comp. str. test rpt. not reed
strength test report not received
COMMENTS
SIL #70-resolved
7 day < 70% of spec
7-DAY
1630
1830
7 day comp.
Reviewed By:
CDKATXRICKENQINUWNS SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
ESASSQQAT, INC.
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
3" f UK")
COMPRESSIVE STRENGTH 28 DAY
28-DAY 28-DAY AVG
COMMENTS
7-DAY
1 04/22/00 Slab (E-L) x (7-17) UES 5'/2 3720 4900 4650 4780 SIL #55-Resolved
2 04/22/00 Slab (E-L) x (7-17) UES 5 3840 5260 5290 5280 SIL #56-Resolved
3 04/22/00 Slab (E-L) x (7-17) UES 7%2 3790 4910 5120 5020 SIL #57-Resolved
4 04/22/00 Slab (E-L) x (7-17) UES 6'/2 3760 5070 6030 5050 SIL #58-Resolved
5 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3980 5310 5200 5260 SIL #59-Resolved
6 04/22/00 Slab (E-L) x (7-17) UES 5 3990 5470 5530 5500 SIL #60-Resolved
7 04/22/00 Slab (E-L) x (7-17) UES 4'/2 3910 5300 5220 5260 SIL #61-Resolved
8 04/22/00 Slab (E-L) x (7-17) UES 6'/4 3470 4780 4900 4840 SIL #62-Resolved
9 04/22/00 Slab (E-L) x (7-17) UES 5 3660 4720 5160 4940 SIL #63-Resolved
10 04/22/00 Slab (E-L) x (7-17) UES A 3910 5080 5290 5190 SIL #64-Resolved
11 05/11/00 Slab (H-M) x (17-22) UES 6 3280 28 day comp. str. test rpt. not reed SIL #79
12 05/11/00 Slab (H-M) x (17-22) UES 6 3070 28 day comp. str. test rpt. not reed SIL #80
13 05/18/00 Slab (C,D) x (25-26) UES 6% 3490 28 day comp. str. test rpt. not reed SIL #81
14 06/16/00 Slab (A-D) x (24-31) UES 6
15 06/16/00 Slab (A-D) x (24-31) UES 5
16 06/16/00 Slab (A-D) x (24-31) UES 5
17 06/16/00 Slab (A-D) x (24-31) UES 7%
18 06/16/00 Slab (A-D) x (24-31) UES 4'/4
19
20
Reviewed By:
THRESHOLD INSPECTION DAILY REPORT NO.62
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/05/00 - 06/ 17/00
Inspector: D. Cook
Inspection Date: 06/06/00
Weather: Clear Temp. 96° Rain N Windy N
03200 - CONCRETE REINFORCEMENT
Footings: column lines 10, 11, 12 @ M3 & M5 : grade
Grade 60 rebar
F6 - 6" x 6" with six #5's each way @ 12" o.c.
Clearances, lap & spacing per spec
No deficiencies noted
03300 - CAST -IN -PLACE CONCRETE
Footings: column lines 10, 11, 12 @ M3 & M5 : grade
14 C.Y.: mix # 1054818 : 3000 psi (spec. 3000)
One set of four cylinders cast by UES
Slump 8" (spec. 4" t 1 ")
Consolidated by vibration
No deficiencies noted, except:
Slump does not meet spec; contractor notified. Will monitor
compressive strength test results.
Have not received 7 day compressive strength test report for:
mix #1054818, set #23, cast 06/06/00 (7 day due 6/13/00)
Reviewed By:
Deatrick Engineering Associates, Inc.
11k 1--;
e'i
Warren" J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.63
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 06/05/00 - 06/17/00
Inspector: D. Cook
Inspection Date: 06/16/00
Weatber: Clear Temp. 82° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
S.I.L. #37, #39 - #43 (resolved): Received reports
S.I.L. #44- #49, #51, #53(resolved): Received reports
S.I.L. #55- #64, #70 (resolved): Received reports
Slab : (A-D) x (24-31) : grade
240+ C.Y.: mix # 1249168 : 3400 psi (spec. 3400)
Five sets of four cylinders cast by UES
Slump#1=6",#2=5",#3=5",#4=7%",#5=4'Y4"(spec.3"t 1")
Vibratory skreet used
No deficiencies noted, except:
Slumps #1 and #4 do not meet spec; contractor notified. Will
monitor compressive strength test results.
S.I.L. #79 (added): Slab -Have not received 28 day compressive strength report for:
mix # 124918, set # 11, cast 05/ 11 /00.
S.I.L. #80 (added): Slab -Have not received 28 day compressive strength report for:
mix # 124918, set # 12, cast 05/11 /00.
S.I.L. #81 (added): Slab -Have not received 28 day compressive strength report for:
mix # 124918, set # 13, cast 05/ 18/00.
S.I.L. #82 (added): 28 day compressive strength test result (3830 psi) for mix #1054818,
cylinders cast 04/08/00 is less than 4000 psi
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
June 5, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #9
Dear Mr. Florian:
Attached are daily reports and Summary #9 for the above referenced project for the
period 05/22/00 to 06/03/00. Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren rice
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Trodeport Dr. -Orlando, FL 32827
Phone 407 851-9776 - Fox 407 851-61 15
DEATRICK ENGINEERING
ASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-9 PROJECT NO.00-039
PAGE I of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE
S.I.L. #30, 31, 32, 35, & 38 (resolved): Reports received
Slab: (C,D) x (25-26)
No deficiencies noted, except:
Have not received 7 day compressive strength test report for mix
1249168, set #13, cast 5119100 (7 day due 5/25/00)
S.I.L. #69 (added): Rotundas - Have not received 28 day compressive strength report for:
mix #1054818, set #20, cast 4-26-00
S.I.L. #70 (added): Rotunda / footing - Have not received 28 day compressive strength report
for mix #1054818, set #21, cast 4-27-00
S.I.L. #71(added): Footing / rotundas : 31, A, D, and 28D - have not received 28 day
compressive strength report for mix #1054818, set #22,
cast 5-01-00
S.I.L. 072-#78(added): Elevator dock: (A-D) x (17-31) - have not received 28 day compressive
strength reports for mix # 1229966, sets # 11-# 17, cast 5-06-00
05120 - STRUCTURAL STEEL
Beams
Walk-through
Hardened washers being installed
Sprayed -on fireproofing ongoing
Tension testing nearing completion
0
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-9 PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector: B. Hammer
05120 - STRUCTURAL STEEL (continued)
Bolted connections: (A-D) x (18-31)
Reinspection
No deficiencies noted, except:
S.I.L. #65 (added): (A-D) x (19-22) - at least 50%did not meet 28 kip minimum
requirement
S.I.L. #66 (added):
S.I.L. #67 (added):
S.I.L. #68 (added):
S.I.L. - Added: 14
Resolved: 5
Open : 69
Portal beams (A-D) x (27-28) - A325 1" bolted connections do not have
washers.
C,B) x (28) - no washers placed under turned element on A325 %" bolts.
D) x (5) - no washers placed under turned element on A325 %" bolts.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sw&rd, Florida 32772 Sanford, FL 32773
SIL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
I 03/08M Footing/pilecap H11 No hooked bars WJD
2 03/08/00 Foundations H12, 13, G12,13, E13, J13 Mix design #1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J14 and AS Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd. (3)A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical #5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings J 11, J 12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to fit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD
18 04/11/00 Bolts 7-14) 50%did not meet 28 kip min. requirement WJD
19 04/12/00 Beams/purlins 0.5-8) x (D.8-F) Need weld detail for beam to pudin clip WJD
20 04/12/00 BeanWpurlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: WJD - Pmiowly reviewed by Special Inspector, Warren J. Deatrick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SIL, DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION Sit P.E./CONT. RESPONSE SI DATE
21 04/12/00 Beams/purlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7-16) x (E-J) 50% did not meet lap requirement WJD
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26 04/17/00 Project Project Mix design # 1156200 WJD Res. -should read # 1156209 WJD 5-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50%did not meet kip requirement WJD
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings J.5) x (12.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD Resolved -report received 05-24-00
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD Resolved -report received
A
05-24-00
32 04/24/00 Walls Escalators # 1 & #2 28 day comp. st. rpt. not received WJD Resolved -report received
O
05-24.-00
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31 C drilled - epoxied without inspection WJD
34 04/25/00 Bolts F) x (0.5-5) 50%did not meet kip requirement WJD
35 04/28/00 Slab Mechanical/generator pad 28 day comp. str. rpt. not received WJD Resolved -report received k/90 05-24-00
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection WJD 05-09-00
37 05/02/00 Footings JAS,K,L x 18.6; 30,31B.C,D 28 day comp. str. rpt. not received WJD
38 05/03/00 Footings 27, 28, 29 x B,C,D, 31 A 28 day comp. str. rpt. not received WJD Resolved -report received 05-24-00
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD
40 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
Note: WJD - Previously reviewed by Special Inspector, Wa m 1. Deatrfck, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford, FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
41 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
42 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
43 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
44 03/06/00 Slab 0 5-17) x (J-E) 28 day comp. str. rpt. not received WJD
45 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
46 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD
47 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
48 03/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
49 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
50 5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. rpt. not received WJD
51 5/09/00 Footings 22A, 23A-C, 24B, 28D 28 day comp. str. rpt. not received WD
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received WJD
53 5/10/00 Footings 20C-D, 21 B-D, 24D 28 day comp. str. rpt. not received WJD
54 5/12/00 Slab H-J) x (I 1-12) 28 day comp. str. rpt. not received WJD
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD
58 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpi. not received WJD
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str rpt. not received WJD
60 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD
r Note: WJD - Previously reviewed by Special Inspector, Warren J. Dearrick, P. E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 Agent: B. Hammer
Sanford, Florida 32772 Sanford FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WD
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received WJD
65 5/23/00 Bolted connections A-D) x (18-31) 50% did not meet 28 kip minimum
66 5/23/00 Portal beams A-D) x (27-28) Washers missing
67 5/23/00 Bolted connections B-C) x (28) Washers missing
68 5/23/00 Bolted connections D) x (25) Washers missing
69 5/24/00 Rotundas 30.2-A), 26.4-A) 28 day comp. str. rpt. not received O
70 5/26/00 Rotunda J footing 13.5-E) x (12,13) x (M-N) 28 day comp. str. rpt. not received
71 5/29/00 Footing / rotunda 31, A, D, and 28D 28 day comp. str. rpt. not received w
72 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received w
73 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received f go
74 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received
Gv
75 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received
76 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received Gr
77 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received G.
78 6/03/00 Elevator deck A-D) x (17-31) 28 day comp. str. rpt. not received
79
80
Note: IyJD - Previously reviewed by Special Inspector, Warm J. Deamck. P.E.
Reviewed By:
DEA11tICK ENOINEENNS
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: I
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
SET Lab DATE
CAST
LOCATION AGENT SLUMP
4" t 1")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 28-DAY
1 03-08-00 Foundations UES 4 2550 3430 3510 3470
2 03-08-00 Foundations UES Not taken 2060 3290 3110 3200
3 03-10-00 Footings UES 6'/, 1950 2760 2480 2620 7 day < 70% of spec
4 03-13-00 Footingstwall UES 3% 2100 3140 3010 3080
5 03-16-00 Foundation/wall/beam UES 63/, 2280 3680 3660 3670
6 03-20-00 Columns UES 5 2490 3630 3640 3640
7 03-21-00 Footings UES 3'/4 2650 28 day comp. str. test rpt. not reed SIL #29
8 03-23-00 Footings Contractor Not taken 2060 28 day comp. str. test rpt. not reed 7 day < 70% of spec
SIL #29
9 03-24-00 Footings UES 5% 2470 3930 3780 3860 SEL #30-Resolved
10 03-24-00 Footings UES 7%: 2310 3390 3520 3460 S1L #31-Resolved
11 03-27-00 Walls UES 6 2000 3150 3170 3160 7 day < 70% of spec
12 03-31-00 Slab UES 2'/, 2240 3380 3360i 3370 7 day < 70% of spec
qn. #TS-Reqn1ved
13 04-04-00 Footings Contractor Not taken 1590 28 day comp. str. test rpt. not reed 7 day < 70% of spec
14 04-05-00 Footings UES 4%: 2230 3350 3340 3350 SIL #39-Resolved
15 04.06-00 Footings UES 5 2200 1 28 day comp. str. test rpt. not rec'd S1L #39
16 04-07-00 Footings Contractor Not taken 28 day comp. strength test rpt. not reed S1L #50
17 04-10-00 Footings UES 5'/: 1890 28 day comp. str. test rpt. not rec'd 7 day < 70% of spec
18 04-11-00 Footings Contractor Not taken 28 day comp. strength test rpt. not rec'd SR. 052
19 04-12-00 Footings UES Not taken 2720 1 28 day comp. str. test rpt. not reed SE, #53
20 04-26-00 Rotundas UES 6 28 day comp. strength test rpt. not reed SIL #69
Reviewed By:
DEA?RICK EERItNd
E ==
ASSOCIATES, SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 2
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1054818 28-Day Strength (psi): 3000
28 day comp. strength test rpt. not rec'd_
Reviewed By:
E ==
DEATRICK ENGINEERING
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
iCOMPRESSIVE STRENGTH.
Reviewed By:
DEAIRICK ENOINEEMNO
ASSOCUVES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi):
SET Lab DATE
CAST
LOCATION AGENT SLUMP
S" f ivi")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY I 28-DAY
1 4/8/00 Slab UES 8 3190 28 day comp. str. rpt. not rec'd SIL #40
2 4/8/00 Slab UES 8'/: 3350 28 day comp. str. rpt. not reed SEL #41
3 4/8/00 Slab UES 8'/: 3370 28 day comp. str. rpt. not rec'd SEL #42
4 4/8/00 Slab UES 7'/4 3120 28 day comp. str. rpt. not rec'd S1L #43
5 4/8/00 Slab UES 8'/. 2590 28 day comp. str. rpt. not rec'd 7 day < 70% of spec psi
6 4/8/00 Slab UES 8 3100 28 day comp. str. rpt. not rec'd SIL #45
7 4/8/00 Slab UES 9 3050 28 day comp. str. rpt. not rec'd SU, #46
8 4/8/00 Slab UES 8 3300 28 day comp. str. rpt. not rec'd SEL #47
9 4/8/00 Slab UES 7'/: 3300 28 day comp. str. rpt. not rec'd SEL #48
10 4/8/00 Slab UES 7%: 2940 28 day comp. str. rpt. not rec'd SEL #49
11 5/6/00 Elevator deck UES 9 28 day compressive strength. test rpt. not rec'd SIi. #72
12 5/6/00 Elevator deck UES 9 28 day compressive strength. test rpt. not rec'd SEL #73
13 5/6/00 Elevator deck UES 5 28 day compressive strength. test rpt. not rec'd SIL #74
14 5/6/00 Elevator deck UES 4'/: 28 day compressive strength. test rpt. not rec'd SEL #75
15 5/6/00 Elevator deck UES 4'/s 28 day compressive strength. test rpt. not rec'd SIL #76
16 5/6/00 Elevator deck UES 4% 28 day compressive strength. test rpt. not rec'd SU, #77
17 5/6/00 Elevator deck UES 5 28 day compressive strength. test rpt. not rec'd SIL #78
18
19
20
Reviewed By:
E]=AL
ASSOCIATES,
ENGI EERIN6
SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No. 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 1 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
3" t 1%*t)
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY I 29-DAY I 28-DAY
1 04/22/00 Slab (E-L) x (7-17) UES 5'/2 28-day comp. st. test rpt. not reed SEL #55
2 04/22/00 Slab (E-L) x (7-17) UES 5 28-day comp st. test rpt. not reed SUL #56
3 04/22/00 Slab (E-L) x (7-17) UES 7'/2 28-day comp. st. test rpt. not reed SIL #57
4 04/22/00 Slab (E-L) x (7-17) UES 6'h 28-day comp. st. test rpt. not reed SIL #58
5 04/22/00 Slab (E-L) x (7-17) UES 4'/2 28-day comp. st. test rpt. not reed SD.. #59
6 04/22/00 Slab (E-L) x (7-17) UES 5 28-day comp st. test rpt. not reed SEL #60
7 04/22/00 Slab (E-L) x (7-17) UES 4'/2 28-day comp. st. test rpt. not reed SIL, #61
8 04/22/00 Slab (E-L) x (7-17) UES 6'/4 28-day comp. st. test rpt. not reed SIL, #62
9 04/22/00 Slab (E-L) x (7-17) UES 4'/2 28-day comp. st. test rpt. not reed SEL #63
10 04/22/00 Slab (E-L) x (7-17) UES 4 28-day comp. st. test rpt. not reed SEL #64
11 05/11/00 Slab (H-M) x (17-22) UES 7 7-day comp. st. test rpt. not reed
12 05/11/00 Slab (H-M) x (17-22) UES 6 7-day comp st. test rpt. not reed
13 05/18/00 Slab (C,D) x (25-26) UES 63/4 7-day comp. st. test rpt. not reed
14
15
16
17
18
19
20
Reviewed By:
THRESHOLD INSPECTION DAILY REPORT NO.55
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector: B. Hammer
Inspection Date: 05/22/00
Weather: Clear Temp. 850 Rain N Windy N
05120 - STRUCTURAL STEEL
Beams : (18-31) x (A-D) : 2od floor and roof
Walk through
Hardened washers being installed, where reported earlier as missing
Sprayed on fire proofing on going
Tension testing near completion
Reviewed bok testing reports to date
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.56
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector: D. Cook
Inspection Date: 05/23/00
Weather: Clear Temp. 78° Rain N Windy N
05120 - STRUCTURAL STEEL
Bolted connections : (18-31) x (A-D) : roof line
Reinspection
A325 %" field bolted connections
Calibrated per AISC Sec 8(d)2
Inspected a minimum of 10% @ each connection
No deficiencies noted, except:
S.I.L. #65 (added): (A-D) x (18-22) - at least 50% did not meet 28 kip minimum
requirement
S.I.L. #66 (added): Portal beams (A-D) x (27-28) - A325 V bolted connections do not have
washers
S.I.L. #67 (added): (C,B) x (28) - no washers placed under turned element on A325 %' bolts
S.I.L. #68 (added): (D) x (25) - no washers placed under turned element on A325 %" bolts
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.57
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector: B. Hammer
Inspection Date: 05/24/00
Weather: Clear Temp. 920 Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
S.I.L. #30, 31, 32, 35, & 38 (resolved): Reports received
Rotundas
No deficiencies noted, except:
S.I.L. #69 (added): Have not received 28 day compressive strength report for:
Mix #1054818, set #20, cast 4-26-00 (28 day due 5-24-00)
05120 - STRUCTURAL STEEL
Purlins : (18) x (A-D) : roof
Scheduled for visual weld inspection
Weld not cleaned of slag cover
Contractor to re -schedule inspection when slag removal is complete
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.58
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector: D. Cook
Inspection Date: 05/26/00
Weather: Clear Temp. 780 Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Rotunda / footing
No deficiencies noted, except:
S.I.L. #70 (added): Have not received 28 day compressive strength report for:
Mix #1054818, set #21, cast 4-27-00 (28 day due 5-25-00)
05120 - STRUCTURAL STEEL
Bolted connections : portal beams (27-28) x (A, D) and two connections at (28) x
C, D) : roof line
No deficiencies noted, except:
S.I.L. #66 (open): Portal beams (A-D) x (27-28) - A325 V bolted connections do not have
washers
S.I.L. #67 (open): (C,B) x (28) - no washers placed under turned element on A325 %" bolts
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.59
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period:
Inspector:
Inspection Date:
Weather:
05/22/00 - 06/03/00
05/29/00
Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE
Footing / rotundas : 31, A, D, and 28D : grade
No deficiencies noted, except:
S.LL. #71(added): Have not received 28 day compressive strength report for:
Mix #1054818, set #22, cast 5-01-00 (28 day due 5-29-00)
Reviewed By:
Deatrick Engineering Associates, Inc.
P Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.60
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector: B. Hammer
Inspection Date: 06/02/00
Weather: Clear Temp. 89° Rain N Windy N
03200 - CONCRETE REINFORCEMENT
Slab: (E-H) x (7-17.6) : grade
Rebar #3
Spacing 12" o.c.
Thickened edge per detail TDS1.0, three #5 continuous
Lap splice
Form clearance 3"
Addendum 2-10 deletes grade beams on E line (9-10), (15-16)
No deficiencies noted
Note: Comer bars in the thickened edge on (E) x (7-17.6) and (E-H) x (7) to be
installed prior to pour.
Reviewed By:
Deatrick Engineering Associates, Inc.
qzb'--'J
Warren-J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.61
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/22/00 - 06/03/00
Inspector:
Inspection Date: 05/29/00
Weather: Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE
Elevator deck : (A-D) x (17-31) : 2" level
No deficiencies noted, except:
S.LL. #72-#78(added): Have not received 28 day compressive strength reports for:
Mix #1229866, sets #11417, cast 5-06-00
28 day due 6-03-00)
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren" J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
May 30, 2000
City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Attention: Mr. Dan Florian, Building Official
Reference: Orlando/Sanford Airport Terminal Expansion
3026 Carrier Avenue
Sanford, Florida 32772
Permit Nos.: Footing - 00-797; Building - 00-1237
DEA Project #: 00-039
Summary #8
Dear Mr. Florian:
Attached are daily reports and Summary #8 for the above referenced project for the
period 05/08/00 to 05/20/00. Also attached are the following:
1. Special Inspector's Log
2. Summary of Compressive Strength Tests
Should you have any questions concerning these reports or desire additional information,
please let us know.
Respectfully Submitted,
DEATRICK ENGINEERING ASSOCIATES, INC.
Warren J. Deatrick, P.E.
Florida Registered Engineer No. 13165
Special Inspector No. 0745
jat
Attachments
cc: Mr. Karl Geibel, Sanford Airport Authority
Blankenship McMillen Architects
Mr. Glenn Amore, Amore Engineering, Inc.
Mr. Larry Flynn, Mark Construction Company
Mr. Gary Mooney, Turner Construction
9659 Tradeport Dr. -Orlando, FL 32827
Phone 407 851-9776 - Fax 407 851-6115
IDEATRICK ENGINEERING IASSOCIATES, INC.
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-8 PROJECT NO.00-039
PAGE 1 of 3
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE
S.I.L. #26 (resolved): Should have read mix #1156209 -have mix design on file.
Slab : (17-31) x (A-M) : 2nd level
Post pour inspection
No deficiencies noted, except:
Footingtrotunda - have not received 7 day compressive strength test report
for mix #1054818, set #22, cast 5101100 (7 day due 518100)
S.I.L. #50 (added): Footings : 22C-D, 26B-D, 27B-D, 29D - 28 day compressive strength test
report has not been received for mix #1054818, set #16, cast 4/7100
28 day due 515100)
S.I.L. 051(added): Footings: 22A, 23A-C, 24B, 28D - 28 day compressive strength test report
has not been received for mix #1054819, set #17, cast 4/10/00
28 day due 518100)
S.I.L. #52 (added): Footings: 25A-D, 26A, 24-8 - 28 day compressive strength test report has
not been received for mix #1054818, set #18, cast 4/11/00
28 day due 5/9/00)
Column base diamonds: (7-17) x (E-G) : grade
No deficiencies noted, except:
Fire proofing in place. Contractor to remove before concrete placement.
S.I.L. #53 (added): Footings : 20C-D, 21 B-D, 24D - 28 day compressive strength test report
has not been received for mix #1054818, set #19, cast 4/12/00
28 day due 5110100)
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-8 PROJECT NO.00-039
PAGE 2 of 3
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: B. Hammer
03300 - CAST -IN -PLACE CONCRETE (continued)
Slab: (17-22) x (H-M) : grade
Slab: (25-26) x (C-D), (25-18) x (A-C) : grade
258 C.Y.: 3400 psi (spec. 3400) : 3 sets of 4 cylinders cast
Slumps 6' ; 6' ; 63/4 " (spec 3" f 1 %s")
No deficiencies noted, except:
Slumps noted above do not meet spec; contractor notified. Will monitor
compressive strength test results.
Elevator deck : (A-D) x (17-31) - have not received 7 day compressive
strength test report for mix #1249168, set #11 & #12, cast 5111/00
7 day due 5/18/00)
Slab: (H-J) x (11-12) - have not received 7 day compressive strength test
report for mix #11229966, sets #11417, cast 5/06/00
7 day due 5/13/00)
S.I.L. #54 (added): Slab : (H-1) x (11-12) - 28 day compressive strength test report has not
been received for mix #1156220, set #1, cast 4/14/00 (28 day due
5/12/00)
S.I.L. #55-#64 (added): Slab: (E-L) x (7-17) - 28 day compressive strength test reports have not
been received for mix #1249168, sets #1-#10, cast 4/22/00 (28 day
due 5/20/00)
04200 - UNIT MASONRY
Column base plates : 31-A, B. C & D, 30-A & B, 29-A, 28-B and 27-B : grade
Reinspection
S.I.L. #36 (resolved): Grout placed at column bases to fill gaps.
No deficiencies noted
WEEKLY THRESHOLD SUMMARY
SUMMARY NO. S-8 PROJECT NO.00-039
PAGE 3 of 3
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: B. Hammer
05100 - STRUCTURAL STEEL
Bolted connections : (23-31) x (A-D) : roof line
Reinspection
No deficiencies noted, except:
Column lines 22-18 : connections not ready; will reinspect.
Bolted connections : (31-18) x (A-D) & (17) x (E-H) : roof line
Reinspection
Washers placed on turned elements per AISC Sec. 7(c)3 .
No deficiencies noted
Submittals Received: none
S.I.L. - Added: 15
Resolved : 2
Open : 60
Reviewed By:
Destrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford,FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE S11 DATE
1 03/08/00 Footing/pilecap Hl 1 No hooked bats WJD
2 03/08/00 Foundations H12,13, G12,13, E13, J13 Mix design p1054818 WJD Mix design received WJD 04-04-00
3 03/10/00 Anchor bolts J 14 and .115 Hole depth WJD
4 03/13/00 Beams E-H) x (7-14) Fix for misaligned holes WJD
5 03/23/00 Footings 2) x (14.5) Anchor bolt diameter WJD
6 03/24/00 Foundation/pilecap L-M) x (13-14) Rebar hook length WJD
7 03/30/00 Beams Project, 2 floor and roof Fix for misaligned bolt holes WJD
8 04/05/00 Footings PLB Rotunda Fnd. (31A) U-bar spacing not per spec WJD
9 04/06/00 Footings 30A Lap on vertical q5 not per spec WJD
10 04/06/00 Footings 29C Anchor bolts epoxied without inspection WJD
11 04/07/00 Footings J11, J12, J.3-12.4 28 day results (2620 psi) <3000 spec psi WJD
12 04/07/00 Deck 17-0.5) x (J-E) No spec on lap screw placement WJD
13 04/07/00 Deck 17-0.5) x (J-E) Nelson studs not placed per plans WJD
14 04/07/00 Deck C.L. 3-8 Anchor bolts epoxied without inspection WJD
15 04/07/00 Deck 17-0.5) x (J-E) Bolts torch cut to lit shallow holes WJD
16 04/07/00 Deck 17-G) Gap between column and grout WJD Resolved-repaired/inspected WJD 04-13-00
17 04/07/00 Deck 15-F) Full thread engagement not achieved WJD
18 04/11/00 Bolts 7-14) 50% did not meet 28 kip min. requirement WJD
19 04/12/00 Beams/purlins 0.5-8) x (13.8-F) Need weld detail for beam to putlin clip WJD
20 04/12/00 1 Beams/purlins 0.5-8) x (D.8-F) Weld in lieu of bolts WJD
Note: WJD - Previously reviewed by Special Inspector, Warner J. Deatrick. P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue1 A ent: B. Hammer
Sanford Florida 32772 Sanford FL 32773
SIT. DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
21 04/12/00 Beamstpurlins 0.5-7) x (D.8-F) Weld detail brace to bottom flange WJD
22 04/13/00 Bolts E-F) x (0.5-7) Hole diameter WJD
23 04/13/00 Beam 4) x (E-F) Moment connection not required WJD
24 04/14/00 Bolts 7-16) x (E-J) 50%did not meet kip requirement WJD
25 04/17/00 Anchor bolts 0.5-7) x (E-F), (7-14) x(B-J) Drilled and replaced WJD
26 04/17/00 Project Project Mix design # 1156200 WJD Res. -should read # 1156209 5-08-00
27 04/17/00 Bolts 7-16) x (E-K) 50%did not meet kip requirement WJD
28 04/18/00 Footing 10.8) x (J.3-L) 28 day comp. str. rpt. not received WJD
29 04/21/00 Footings 15) x (I2.4); (L) x (14.5) 28 day comp. str. rpt. not received WJD
30 04/21/00 Footings L-M) x(13.5) 28 day comp. str. rpt. not received WJD
31 04/21/00 Footings L-M) x 13.5) 28 day comp. str. rpt. not received WJD
32 04/24/00 Walls Escalators # 1 dt #2 28 day comp. st. rpt. not received WJD
33 04/24/00 Anchor bolts A-D) x (22-31) 30, 31C drilled - epoxied without inspection WJD
34 04/25/00 Bolts F) x (0.5-5) 50% did not meet kip requirement WJD
35 04/28/00 Slab Mechanical/generstor pad 28 day comp. str. rpt. not received WJD
36 05/01/00 Footing Column base Grout shrinkage, gap between steel & grout WJD Resolved by re -inspection 05-09-00
37 05/02/00 Footings J,J.5,K,L x 18.6; 30,31 B.C,D 28 day comp. str. rpt. not received WJD
38 05/03/00 Footings 27, 28, 29 x B,C,D; 3I A 28 day comp. str. rpt. not received WJD
39 05/04/00 Footings 28A&B, 29A, 30A 28 day comp. str. rpt. not received WJD
40 05/06M I Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WM
Note: WJD - Previously reviewed by Special Inspector, Warren 1. Deaoick, P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Ai oft Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford Florida 32772 Sanford,FL 32773
SE., DATE
OF
REPORT
STRUCT.
ELEMENT
LOCATION DESCRIPTION S11 P.E./CONT. RESPONSE SI DATE
41 03/06/00 Slab 0.5-17) x (J-E) 28 day comp. W. rpt. not received WJD
42 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
43 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
44 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
45 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
46 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WD
47 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
48 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
49 05/06/00 Slab 0.5-17) x (J-E) 28 day comp. str. rpt. not received WJD
50 5/09/00 Footings 22C-D,26B-D,27B-D,29D 28 day comp. str. rpt. not received
51 5/09/00 Footings 22A, 23A-C, 24B, 28D 28 day comp. str. rpt. not received tv b
52 5/09/00 Footings 25A-D, 26A, 24-8 28 day comp. str. rpt. not received
O
53 5/10/00 Footings 20C-D, 2113-1), 24D 28 day comp. str. rpt. not received
w A
54 5/12/00 Slab H-J) x (11-12) 28 day comp. str. rpt. not received w40
55 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received
56 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received
57 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received
58 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received
59 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received
60 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received b
A'ote: WJD - Previously reviewed by Special Inspector, Warren J. Dearrick. P.E.
Reviewed By:
DEATRICK ENGINEERING ASSOCIATES, INC. SPECIAL INSPECTOR'S LOG
Permit Agency: City of Sanford Project: Orlando/Sanford Afiport Terminal Expansion Project No: 00-039
P.O. Box 1788 Location: 3026 Carrier Avenue Agent: B. Hammer
Sanford, Florida 32772 Sanford,FL 32773
SEL DATE
OF
REPORT
STRUCT.
ELEIIXNT
LOCATION DESCRIPTION SI P.E./CONT. RESPONSE SI DATE
61 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received
O
62 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received
63 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received evv
64 5/20/00 Slab E-L) x (7-17) 28 day comp. str. rpt. not received W
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Note: WJD - Previously reviewed by Special Inspector. Warren J. Deatrick, P.E.
Reviewed By:
7
01EATWK EN 130-EMWN0
ASSOCIATES,I SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1156229 28-Day Strength (psi): 4000
Reviewed By:
ro=AL
DEAIRICK ENOINEEIIINO
ASSOCIATES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1249168 28-Day Strength (psi): 3400
SET Lab DATE
CAST
LOCATION AGENT SLUMP
3" i Wit)
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY I 28-DAY I 28-DAY
1 04/22/00 Slab (E-L) x (7-17) UES 5%: 28-day comp. st. test rpt. not reed SEL #55
2 04/22/00 Slab (E-L) x (7-17) UES 5 28-day comp. st. test rpt. not reed SEL #56
3 04/22/00 Slab (E-L) x (7-17) UES 7'/: 28-day comp. st. test rpt. not rec'd Sa, #57
4 04/22/00 Slab (E-L) x (7-17) UES 6'/: 28-day comp. st. test rpt. not reed SD. #58
5 04/22/00 Slab (E-L) x (7-17) UES 4%: 28-day comp. st. test rpt. not reed SEL #59
6 04/22/00 Slab (E-L) x (7-17) UES 5 28-day comp. st. test rpt. not reed SEL #60
7 04/22/00 Slab (E-L) x (7-17) UES 4'% 28-day comp. st. test rpt. not rec'd SIL #61
8 04/22/00 Slab (E-L) x (7-17) UES 6'/4 28-day comp. st. test rpt. not reed SD., #62
9 04/22/00 Slab (E-L) x (7-17) UES 4'% 28-day comp. st. test rpt. not reed SEL #63
10 04/22/00 Slab (E-L) x (7-17) UES 4 28-day comp. st. test rpt. not reed SII. #64
11 05/11/00 Slab (H-M) x (17-22) UES 7 7-day comp. st. test rpt. not rec'd
12 05/11/00 Slab (H-M) x (17-22) UES 6 7-day comp. st. test rpt. not reed
13 05/18/00 Slab (C,D) x (25-26) UES 6'/,
14
15
16
17
18
19
20
Reviewed By:
DEAiRICK ENGINEERING
ASSOCIA7IES, INC. SUMMARY - COMPRESSIVE STRENGTH: CYLINDERS
SPECIMEN SIZE: 6" X 12"
Project: Orlando/Sanford Airport Terminal Expansion Project No.: 00-039 Sheet No.: 1
Address: 3026 Carrier Ave., Sanford, Florida 32773 Concrete Supplier: C.S.R. Rinker
Contractor: Turner Construction Mix Design: 1229866 28-Day Strength (psi):
SET Lab DATE
CAST
LOCATION AGENT SLUMP
5" t I%:")
COMPRESSIVE STRENGTH 28 DAY
AVG
COMMENTS
7-DAY 28-DAY 1 28-DAY
1 4/8/00 Slab UES 8 3190 28 day comp. str. rpt. not rec'd Su. #40
2 4/8/00 Slab UES 8'/z 3350 28 day comp. str. rpt. not rec'd SIL #4 1
3 4/8/00 Slab UES 8'/2 3370 28 day comp. str. rpt. not rec'd SIL #42
4 4/8/00 Slab UES 7'/4 3120 28 day comp. str. rpt. not rec'd Su. #43
5 4/8/00 Slab UES 8% 2590 28 day comp. str. rpt. not rec'd 7 day < 70%ofspec psi
SIL #44
6 4/8/00 Slab UES 8 3100 28 day comp. str. rpt. not rec'd SIL #45
7 4/8/00 Slab UES 9 3050 28 day comp. str. rpt. not rec'd SIL #46
8 4/8/00 Slab UES 8 3300 28 day comp. str. rpt. not rec'd SUL #47
9 4/8/00 Slab UES 7'/z 3300 28 day comp. str. rpt. not rec'd Sn.. #48
10 4/8/00 Slab UES 7'/2 2940 28 day comp. str. rpt. not reed SIL #49
11 5/6/00 Elevator deck UES 9 7 day compressive strength. test rpt. not rec'd
12 5/6/00 Elevator deck UES 9 7 day compressive strength. test rpt. not rec'd
13 5/6/00 Elevator deck UES 5 7 day compressive strength. test rpt. not rec'd
14 5/6/00 Elevator deck UES 4'h 7 day compressive strength. test rpt. not rec'd
15 5/6/00 Elevator deck UES 4'/2 7 day compressive strength. test rpt. not rec'd
16 5/6/00 Elevator deck UES 4'/2 7 day compressive strength. test rpt. not rec'd
17 5/6/00 Elevator deck UES 5 7 day compressive strength. test rpt. not rec'd
18
19
20
Reviewed By:
THRESHOLD INSPECTION DAILY REPORT NO.46
PROJECT NO.00-039
PAGE 1 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: D. Cook
Inspection Date: 05/09/00
Weather: Clear Temp. 84° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
S.I.L. 026 (resolved): Should have read mix #1156209 - have mix design on file.
Slab : (17-31) x (A-M) : 2o4 level
Post pour inspection
No visual defects observed
No deficiencies noted, except:
Footingtrotunda - have not received 7 day compressive strength test
report for:
Mix #1054818, set #22, cast 5101100 (7 day due 5/8/00)
S.I.L. #50 (added): Footings: 22C-D, 26B-D, 27B-D, 29D - 28 day compressive strength
test report has not been received.
Mix #1054818, set #16, cast 4/7/00 (28 day due 5/5/00)
S.I.L. #51 (added): Footings : 22A, 23A-C, 24B, 28D - 28 day compressive strength test
report has not been received.
Mix #1054818, set #17, cast 4/10/00 (28 day due 518100)
S.I.L. #52 (added): Footings : 25A-D, 26A, 24-8 - 28 day compressive strength test report
has not been received.
Mix #1054818, set #18, cast 4/11/00 (28 day due 5/9/00)
THRESHOLD INSPECTION DAILY REPORT NO.46
PROJECT NO.00-039
PAGE 2 of 2
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: D. Cook
Inspection Date: 05/09/00
Weather: Clear Temp. 840 Rain N Windy N
04200 - UNIT MASONRY
Column base plates: 31-A, B. C & D, 30-A & B, 29-A, 28-B and 27-B : grade
Reinspection
S.I.L. #36 (resolved): Grout placed at column bases to fill gaps.
No deficiencies noted
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.47
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: D. Cook
Inspection Date: 05/10/00
Weather: Clear Temp. 89° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Column base diamonds: (7-17) x (E-G) : grade
No defects observed in forms
Clearance per spec
Anchor bok nuts snug tight
Placement location clean
No deficiencies noted, except:
Fire proofing in place. Contractor to remove before concrete placement.
S.I.L. #53 (added): Footings: 20C-D, 21B-D, 24D - 28 day compressive strength test report
has not been received.
Mix #1054818, set #19, cast 4/12/00 (28 day due 5/10/00)
Reviewed By:
Deatrick Engineering Associates, Inc.
A/ 9c;)
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.48
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: D. Cook
Inspection Date: 05/11/00
Weather: Clear Temp. 92° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Slab: (17-22) x (H-M) : grade
118 C.Y.: mix #1249168 : 3400 psi (spec. 3400)
Two sets of four cylinders cast by UES
Slump #1 = 6", #2 = 6" (spec 3" t 1 Y2")
Placed with Georgia Buggies
Consolidated by vibratory screed
No deficiencies noted, except:
Slumps do not meet spec; contractor notified. Will monitor compressive
strength test results.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.49
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector:
Inspection Date: 05/13/00
Weather: Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE
Elevated deck: (A-D) x (17-31)
No deficiencies noted, except:
Have not received 7 day compressive strength test report for:
Mix #11229866, sets #11417, cast 5/06/00 (7 day due
5/13/00)
S.I.L. #54 (added): Slab : (H-J) x (11-12) - 28 day compressive strength test report has not
been received.
Mix #1156220, set #1, cast 4/14/00 (28 day due 5/12/00)
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.50
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: D. Cook
Inspection Date: 05/15/00
Weather: Clear Temp. 840 Rain N Windy N
05100 - STRUCTURAL STEEL
Bolted connections: (3 1 -18) x (A-D) & (17) x (E-H): roof line
A325 V field bolted connections
Calibrated per AISC Sec. 8(d)2
Inspected a minimum of 10% at each connection
No deficiencies noted, except:
At least 50%did not meet 28 kip minimum requirement. Will
reinspect.
No washers used, will reinspect.
Reviewed By:
Deatrick Engineering Associates, Inc.
0 1 91z)"'g,
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.51
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: D. Cook
Inspection Date: 05/16/00
Weather: Clear Temp. 82° Rain N Windy N
05100 - STRUCTURAL STEEL
Bolted connections: (31-18) x (A-D) & (17) x (E-H) : roof line
Reinspection
A325 %' field bolted connections
Calibrated per A1SC Sec. 8(d)2
Inspected a minimum of 10% @ each connection
Met 28 kip minimum requirement
No deficiencies noted, except:
No washers used (AISC Sec. 7(c)3 requires washers). Will
reinspect.
Reviewed By:
Deatrick Engineering Associates, Inc.
t 9
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.52
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period:
Inspector:
Inspection Date:
Weather: Clear
05/08/00 - 05/20/00
D. Cook
05/18/00
Temp. 78° Rain N Windy N
03300 - CAST -IN -PLACE CONCRETE
Slab: (25-26) x (C-D), (25-18) x (A-C) : grade
140 C.Y.: mix #1249168 : 3400 psi (spec. 3400)
One set of four cylinders cast by UES
Slump 6%" (spec 3" f 1 Y ')
Placed with Georgia Buggies
Consolidated with vibratory screed
No deficiencies noted, except:
Slump does not meet spec; contractor notified. Will monitor
compressive strength test results.
Slab : (17-22) x (H-M) - have not received 7 day compressive
strength test report for mix #1249168, set #11 dt #12,
cast 5111/00.
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.53
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector: D. Cook
Inspection Date: 05/19/00
Weather: Clear Temp. 770 Rain N Windy N
05100 - STRUCTURAL STEEL
Bolted connections: (23-3 l) x (A-D) : roof line
Reinspection
A325 %" field bolted connections
Calibrated per ASIC Sec. 8(d)2
Inspected a minimum of 10% @ each connection
No deficiencies noted, except:
Column lines 22-18 : connections not ready; will reinspect.
Bolted connections: (31-18) x (A-D) & (17) x (E-H) : roof line
Reinspection
Washers placed on turned elements per AISC Sec. 7(c)3 .
No deficiencies noted
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
THRESHOLD INSPECTION DAILY REPORT NO.54
PROJECT NO.00-039
PAGE 1 of 1
Attention: Mr. Dan Florian, Building Official
Permitting Agency: City of Sanford
P.O. Box 1788
Sanford, Florida 32772
Project: Orlando/Sanford Airport Terminal Expansion
Inspection Period: 05/08/00 - 05/20/00
Inspector:
Inspection Date: 05/20/00
Weather: Temp. Rain Windy
03300 - CAST -IN -PLACE CONCRETE
Slab: (E-L) x (7-17)
No deficiencies noted, except:
S.I.L. #55464 (added): 28 day compressive strength test reports have not been received.
Mix # 1249168, sets # 1-# 10, cast 4/22/00 (28 day due
5/20/00)
Reviewed By:
Deatrick Engineering Associates, Inc.
Warren J. Deatrick, P.E.
Florida Registration No.: 13165
Special Inspector's No.: 0745
8-07-200 9:29PM FROM P. 1
REVISIONS
PERMIT DATE s f i n nn
ADDRESS ONE RID CLEVELAND BLVD., SANFORD, FL 32773
CONTRACTOR MARK CONSTRUCTION COMPANY
PH # 407-831-6275 FAX # 407-332-5311
DESCPRITION OF REVISION: O.S. I. office sipace build -out revisions.
UTILITIES
FIREQAt-s FP - iv e Reuse&jJ41off!
T
BLDG /9a'`A`
8-07-200 9:29PM FROM
JA
P. 1
REVISIONS
PERMIT # jj&-12,17 DATE A f, n fon
ADDRESS ONE RED CLEM AM BLVD. , SANFORD, FL 32773
CONTRACTOR MARK CONSTRUCTION COMPANY
PH # 407-831-6275 FAX # 407-332-5311
DESCPRITION OF REVISION: In -fill 1st floor from Column Line 25
to 31.
UTILITIES
FIRE s,JvAPd, llaoticc
BLDG , 6 9- /7- eo
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS One Red Cleveland Boulevard PERMIT NUMBER
Total Contract Price of Job $12-615-000.00 Total Sq. Ft. Ifs 126,200
Describe Work Orlando Sanford Airport Termi-.:l Expansion
Type of Construction Pre—engineered Metal Building Flood Prone (YES) )
Number of Stories 2 Number of Dwellings N/A Zoning R1A
Occupancy: Residential Commercial g Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER Sanford Airport Authority
ADDRESS One Red Cleveland Blvd.
CITY Sanford
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
STATE FL
PHONE NUMBER 407-322-7771
ZIP 32773
STATE ZIP
BONDING COMPANY The Guignard Company
ADDRESS 1904 Boothe Circle
CITY i.on STATE FL Z I P 32750
ARCHITECT Nelson Blankenship, Jr.
ADDRESS 330 Crown Centre Drive
CITY i.enaoog STATE FL ZIP 32750
MORTGAGE LENDER N/A
ADDRESS
CITY STATE ZIP
CONTRACTOR Msrk Construction Company PHONE NUMBER 407-831-6275
ADDRESS 1969 Corporate Square Drive ST. LICENSE NUMBER CG CO25899
CITY STATE STATE FL ZIP 32750
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agenci o_ federal agencies.
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
Signature of Owner/Agent b Date Si
THE OONER OF THE PROPERTY OF
o
rp
0
N to Dr
re of Conr b Date a '< id
Jorge en z Type
or Print Owner/Agent Name/ / Type r-Print Contrac or's Name e ; Go 7
rt Si
nature of Notary b Date Signature of Notary" Date Official
Seal) (Official Seal) I \ ^ lean
R LeMoine 4r^ ?
u-'AMMISSION R CC641757 EXMRES `"r 'w KRISTIE l DYKES CC66M7 1a••
December 24 2111 My Commission 80NI
f01HRUTROYFAINIHSURANCEWC Expires Sep. Ot, 2001 Bonded
by HAI 1j00422-
1555 Application
Approve Y: Date: FEES:
Building do Police Fire Open
Space Road Impact Application PERMIT
VALIDATION: CHECK _, CASH DATE O d BY ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFLE) GOLD (CO. ADMIN) THIS APPLICATION
USED FOR WORK VALUED $2500.00 OR MORE
transmittal
date:
to:
from:
re:
BLANKENSHIP
330 Crown Oak Centre Drive
Longwood, Florida 32750.6149
407.599.0547
Fax 407.599.0548
AA0003290
January 30, 2000
Dan Florian
Nelson Blankenship, Jr.
Terminal Expansion Project, Orlando Sanford Airport
3 copies of Sheet A 100 revised Jan 30, 2000
3 copies of Sheet A900 revised Jan 30, 2000
1 copy Sanford's letter accepting the Alternate Construction Method.
Revisions as requested in meeting 1 /25/00 are (1) include note to define the
Alternate method" which affects building construction Type 11, and (2) show
Copies of the pages from UL which define the rated walls as shown in the
Wall Type Schedule.
Responses which we will address to "Permit Comments" are understood to be:
1. Hand rail on stairs, Sheet A531 shall be 2'-10" in lieu of 2'-8"
2. Access Door to area under the escalator is 90 min. This rating was picked
up in Addendum 2, Item 9.
Cc: Michael Mcgibeny, Victor White, Don Corinna
of San f ord, Fl . CAA BuildingBuilding Department d
P.O. Box 1788 - 32772-1788
Telephone (407) 330-5656
Fax (407) 330-5677
September 3, 1999
Nelson Blankenship Jr.
BNA Architects Inc
330 Crown Oak Centre Dr.
Longwood, FL 32750
RE: Sanford Airport Terminal Expansion
Dear Nelson:
Thank you for meeting with me and Fire Marshall McGibney regarding the terminal expansion.
Since our discussion I have received and agree with the proposal for the alternate method of
achieving the required protection of the ceiling/roof assembly.
The documents as prepared by Edwin J. Spahn P.E. adequately demonstrate at least equal if not
superior protection under expected performance criteria of a fire incident.
If you have any further questions on this matter please feel free to call me at 330-5660.
Sincerely,
Dan M Florian
Acting Building Official
DMF/ar
the t'rcp•::iiy Ct y"
Ir"PRECHEK.
I FIRE PROTECTION COMPANY
J08 NIAme' 6 vmq.-tag C-bv*ol S
6„w, . ram... Brj--rm
F4 ¢o -c-4-4M PCA. A4* - 2Ao PIS
2701 W. Sth'Street Sanford, Florida 32771 . (407) 324-0201 fax 1407) 324-0214
I 1
1, S
Chapter 3 — System Design
Page 3-1
IRev. 1.
CHAPTER iII
SYSTEM DESIGN
This section will cover the proper design of the Pyro-Chem
Restaurant Fire Suppression System. It is divided into four
4) sections:
1. Nozzle Coverage and Placement.
2. Cylinder Sizing.
3. Piping Limitations.
4. Detector Requirements.
Each of these sections must be completed before attempting
any Installation.
SECTION 1
Nozzle Coverage and Placement
This section will provide guidelines for determining nozzle
type, positioning, and quantity for duct, plenum, and appil-
ance protection.
A. Dint Protection
The following three (3) nozzles have been developed for the
protection of exhaust ducts:
1. Model NL-P.
2. Model NL-02.
3. Model NL-D3.
Each nozzle is approved for use with the exhaust tan damp-
ered, undampered with the fan on, or undempered with the
fan off. it is not required that the fan be shut down or the
exhaust duct be dampered for the system to operate proper-
ly. Each nozzle is approved to protect exhaust ducts of
unlimited length.
1. Model NL-P
The Model NL-P nozzle Is a one (1) flow point nozzle de-
signed for the protection of exhaust ducts. One (1) or two (2)
Model NL-P nozzles can be used on a single duct branch.
A single Model NL-P exhaust duct nozzle can protect a
square or rectangular duct, with a maximum perimeter of 50
Inches and a maximum one -side length of 17 inches. it can
also protect a round duct with a maximum circumference of
50 inches and a maximum diameter of 16 inches (see
Figure.3-1). The nozzle must be Installed on the centerline
of the duct and aimed directly Into the duct opening (see
Figure 3.2).
Two (2) Model NL-P exhaust duct nozzles can protect a
square or rectangular duct with a maximum perimeter of 84
Inches and a maximum one -side length of 34 inches. They
can also.protect a round duct with a maximum circumfer.
ence of 84 inches and a maximum diameter of 26.5 inches.
When two (2) Model NL-P nozzles are used to protect a sin-
gle duct, the cross sectional area of the duct must be divid-
ed into two equal symmetrical areas. The nozzle must then
be instaNed on the, centerline of the area -it protects and
aimed directly into the duct opening (see Figure 3-2.1).
2, Model AIL-D2.
The Model NL-D2 nozzle is a .,two (2) flow point nozzle
designed for the protection of exhaust ducts. Only one (1)
Model NL-D2 nozzle can beused on a single duct branch. A
single Model NL-D2 exhaust duct nozzle can protect a square
or rectangular duct with a maximum perimeter of 75.
5 inches and a maximum one -side length of. 25 Inches. It can
also .protect a round .duct with a .maximum circumfer- ence
of 75,5 inches and a maximum diameter of 24 Inches see
Figure 3-1). The nozzle must be installed on the can- terline
of the duct and aimed directly into the duct opening see
Figure 3-2) 3.
Model NL-D3. The
Model NL-D3 nozzle Is a three. (3) flow point nozzle de- signed
for the protection of exhaust ducts. One (1) or two (2) Model
NL-03.nozzles can be used on a single duct branch. A
single Model NL-D3 exhaust. duct nozzle can protect a square
or rectangular duct with a maximum perimeter of 100 inches
and a maximum one -side length: of 33 Inches. It can. also
protect a round duct with a maximum circumference of 100
Inches and a maximum diameter of 31,75 Inches ,(see ' Figure
3-1). The nozzle must be Installed on the centerline of
the duct and aimed directly into the duct opening (see Figure
3-2). Two (
2) Model NL-D3 exhaust duct nozzles can protect a square
or rectangular duct with a maximum perimeter of 150 inches
and a maximum one -side length of 66 Inches. They can
also protect a round duct with a maximum circumfer- ence
of 150 Inches and a maximum diameter of 47.5 inches. When
two (2) Model NL-D3 nozzles a.re used to protect a single
duct, the cross sectional area of the duct must be divided
into two equal symmetrical areas. The nozzle must then
be installed on the centerline of the area it protects and aimed
directly into the duct opening (see Figure 3-2.1). ML-
P NC•Ot NL•00 1J"
MAK M" MA%. J1.7Y' MAX 7L.
AX.30^MAX U. XIt ., 7&V MAX tL. SW IN' MAX T -
ET_- w w w L (
17" MAX; L (i5'MAIf1 -. L (73- MA1Q . It.
Y' MAX , AX !J` MAX 12.
6" MAX ii.i" MAX--4 - t3" MAX. Figure
3-1. Duct Nozzle Coverage Limitations. OMNI1
PC ULEX
3830 November
1, 1994
O
Chapter 3 System Design
Page 3-2
Rev, 1
Duct Nozzle Coverage Chart
aP Am 1
WMAX
MAXIMUM MAXIMUM FLOW
NOZZLE SIDE PERIMETER POINTS ;
NL-P 17" 50" 1
2 x NL-P 34" 84" 2
NL-132 25" 76" 2
NL-D3 33" 100" 3
2 x NL-D3 f . 15Q" 6
w
wa
us
i
Figure 3-Z. 31ngN Noah PtocemMt In Duct.
0=12 c
papa 6R i;t:M . Plenum Protection
The Model NL-A nozzle is a one (1) flow point nozzle that
has been developed to protect the plenum section of the
exhaust hood. Only one (1): Model NI_ -A nozzle can be used
on a single plenum branch. A single Model NL-A can protect
a plenum (with single or V-Sank filters) with rectangular
dimensions of 8' x 4' or less. Larger plenums can be peolect-
ed by dividing the hazard area an that each nozzle protects
an area of 8' x 45 or less (see Figure 3-3).
w
w The nozzle(s) must be iocated at the center of the V-Bank
width or centered between the filter width when used with a
single bank filter plenum. It must be within 4" of the wall it is
Flours 3-2.1. Dual Nozzle Placement In Duct. mounted against (see Figure 3.4).
OM,$K
ULEX 3tt30
November 1, 1994
M rt.
0.0 ft
Figure 3.3 Plenum Coverage Limitations, Model NL-A Nozsle.
00"14oc
Figure 3-4. Model NL-A Plenum Nozzle Placement.
OMotSK
Chapter 3 — System Deslpft
Pace 3-a
ev. 1
C. Appliance Protection
1. Range Coverage.
The Model NL-F1.25 Is a 1.25 flow point nozzle that is used,
for range top protection. The maximum range top area that
can be protected by a single NL-F1.25 nozzle is 12" x W. .
See Figure 3.5.
a. Nozzle Location.
The nozzle must be located on the longest centerline of the
protected zone.
The nozzle must be located not more than 9" from the center
of the protected zone.
The nozzle must be mounted 40" to 50" above the cooking
surface.
ULEX 388Q
November 1, 1994
F—
Chapter 3 L System Design
Page 3.4
Rev. 1
b. Nozzle Aiming.
The tip of the Model NL-F1.25 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned so
that these flat areas are parallel to the longest side of the
protected zone. See Figure 3-6.
2. Griddle Coverage.
The (Model NL-R nozzle Is a one (1) flow point nozzle that Is
used for griddle protection. The maximum griddle area that
can be protected by a single NL-R nozzle Is 30" x 30".
The. nozzle must be k)cated over the griddle cooking sur-
face, no more than six (8) Inches from the edge of the pro-
tected zone. The nozzle must be aimed at the center of the
protected zone. The nozzle must be mounted 24" to 50"
above the cooking surface. See Figure 3-7.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
Figure 3-7. Model NL-R Mamie Placement, Griddle.
0MIS c
3. Deep Fat Fryer Coverage.
The Model NL-F2 nozzle is a two (2) flow point nozzle that Is
used for the protection of a single vat of a deep fat fryer.
The maximum area that can be protected by a single NL-F2
nozzle Is:
1. Cooking Area: 14,75" x 14"
2. Integral Drip Board: 14.75" x 7.5"
The nozzle must be located over the cooking surface and
aimed at the center of the protected zone. The nozzle must
be mounted 30" to 50" above the top surface of the deep fat
fryer (see Figure 3-8).
The top of the Modal NL+2 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned so _.
that these flat areas are parallel to the longest side of the
protected zone. See Figure 34.1.
NOTE
Nozzle shall be located anywhere In the shaded area
and aimed at the center of the protected zone.
Figure 3.8. Modal NL-F2 Nozzle Placement,
Deep Fat Fryer.
oopo»vc
Figure 3-8.1. Model NL-F2 Nozzle Aiming,
002920M
WLEX 3030
November 1. 1994
t V
I
1-1
3.1. Deep Fat Fryer Coverage.
The Model NL-F2 nozzle is a two (2) flow point nozzle that Is
used for the protection of a single vat of a deep fat fryer.
The maximum area that can be protected by a single NL-F2
nozzle Is;
1. Cooking Area: 18" x 18"
2. Integral Drip Board: 18" x 9.76"
The nozzle must be located within 11.675" of the center of
the longest side, and within 7" of the center of the shortest
side of the cooking surface and aimed at the center of the
protected zone. The nozzle must be mounted 30" to 42"
above the top surface of the deep fat fryer (see Figure 3-
8.2).
The tip of the Model NL-F2 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned so
that these flat areas are parallel to the longest aide of the
protected zone. See Figure 3-8.1.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
Figure 3-8.2. Model NL-F2 Nozzle Placement,
Deep Fat Fryer.
PC
Chapter 3 — System Design
Page 3-4a
Rev, 4
NOTE
For Installations that require,the use of the Model NL-
F2 or the Model. NL-FL2 nozzle to protect a deep tat
fryer in accordance with Deep Fat. Fryer Coverage 3.1
shown here (See Figure 3-0.2 and figure 3-8.3), the
following additional restrictions apply to the main sup-
ply line piping before this nozzle:
1. Minimum length, linear: 8 feet
2. Minimum length, equivalent: 14.1 feet
3. Minimum system flow points: 4
4. Minimum branches (total): 3
3.2 Deep Fat Fryer Coverage.
The Model NL-FL2 nozzle is a two (2) flow point nozzle that
Is used for the protection.of a single vat of.a deep fat fryer.
The maximum area that can be protected by a single NL-
FL2 nozzle is:
1. Cooking Area: 18" x 18"
2. Integral Drip Board: 18" x 9.75"
The nozzle must be located within 11.875" of the center of the
longest side, and within 3 of the center of the shortest aide of
the cooking surface and aimed at the center of the protected
zone. The nozzle must be mounted 16" to 26" above the top,
surface of the deep fat fryer (see Figure 3.8.3).
NOTE
Nozzle shall be located anywhere In.the shaded area
and aimed at the center of the protected zone.
Figure 34.3. Model NL-FL2 Nozzle Placement,
Deep Fat Fryer.
OD2922PC
ULIEX 3830
January 1, 1998
a
Chapter 3 - System Design
Page 3.4b
Rev. 4
1.1. Range Coverage.
The Model NL-RH2 is a 2 flow point nozzle that Is used for
range top protection. The maximum range top area that can
be protected by a single NL-RH2 nozzle Is 28" x 28". The
nozzle must be located within 5" of the center of the protect-
ed zone, and aimed at the center of the protected zone, The
nozzle must be mounter! 32" to 45" above the cooking sur-
face. See Figure 3-6.4.
1.2. Range Coverage.
The Model NL-F1 is a 1 flow point nozzle that is used for
range top protection. The maximum range top area that can
be protected by a single NL-F1 nozzle is 12" x 28". See
Figure 3.6.5.
e
Nozzle must be
located any-
where within the
shaded area
and aimed at
the center of the
protected zone.
a. Nozzle Location,
Side To Side Nozzle Location:
The nozzle must be located on the longest centerline of the
protected zone.
a
The nozzle must be located not more then 6" from the center
of the protected zone.
Nozzig M21
The nozzle must be mounted IS" to 30" above the cooking
surface.
b, Nozzle Aiming.
The tip of the Model NL-F1 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned so
that these flat areas are parallel to the longest side of the
protected zone. See Figure 3-8.
Figure 3-&4. Model NL-RH2 Range Nozzle Placement
00m3pr.
MOTE
For Installations that require the use of the Model NL-RH2 or NL-F1
nozzle to protect a range in accordance with Range Coverage 1.1 or
1.2 shown here (See Figure 3-9.4 and Figure 3-8.15), the following
additional restrictions apply to the main supply line piping before this
nozzle:
1. Minimum length, linear: 8 feet
2. Minimum length, equivalent: 14.1 feet
3. Minimum system flow points: 4
4. Minimum branches (total): 3
Figure 3-8.5. Model NL-F1 Range Nozzle Placement
x:ar+oc
ULEX 38M
January 1, 1998
3.3. Modular Deep Fat Fryer Coverage.
The Model NL-F2 nozzle is a two (2) flow point nozzle that is
used for the protection of a single vat of a deep fat fryer.
The maximum area that can be protected by two (2) NIL-F2
nozzles is:
1. Cooking Area: 22" x 22"
2. integral Drip Board: 22" x 5.75"
To protect a fryer with the above maximum dimensions or
smaller, the area is divided into two equal areas, with a sln-
gle NL-F2 nozzle protecting each area. Each nozzle must be
located within a section (as noted by the shaded area in
Figure 3-8.8), that is not less than 2" from the fryer petime-
ter and not less than 1" from the fryer's shortest side center-
line.
Each nozzle, regardless of its location within its section,
must be aimed at a point focated at the center of the longest
side and 1" from the center of the shortest side. See Figure
3-8.8.
The nozzle must be mounted 30" to 42" above the top sur-
face of the deep fat fryer (see Figure 3.8.8).
The tip of the Model NL-F2 nozzle has two fiat areas
designed to assist aiming. The nozzle must be positioned so
that these flat areas are parallel to the longest aide of the
protected zone. See. Figure 3-8.1.
NOTE
Nozzle must be
located any-
where within the
shaded area
and aimed at a
point on the
centerline of the
longest side and
1" from the can-
terilne of the
shortest side.
r
Chapter 3 — System Design
Page 3-4c
Rev, 2
NOTE
For installations that require the use of the Model NL-
F2 nozzle to protect a deep fat fryer in accordance with
the Modular Deep Fat Fryer Coverage 3.3 shown here,
the following additional restrictions.apply.to the main
supply line piping before this nozzle:
1. Minimum length, linear: 8 feet
2. Minimum length, equivalent: 14.1 feet
3. Minimum system flow points: d
4. Minimum branches (total): 3
2?'
COOKING
AREA
Figure 3-8.6. Modal NL-F2 Nozzle Placement, Deep Fat Fryer.
OMNP,
UL€X 3630
Janu" 1, 18A8
Chapter 3 - System Design
Page 3-4d
Rev, 2
3.4. Modular Deep Fat Fryer Coverage.
The Model NL-FL2 nozzle is a two (2) flow point nozzle that
Is used for the protection of a single vat of a deep fat fryer.
The maximum area that can be protected by two (2) NL-FL2
nozzles Is:
1. Cooking Area: 22" x 22"
2. Integral Drip Board: 22" x 5.75"
To protect a fryer with the above maximum dimensions or
smaller, the area is divided into two, equal areas, with a sin-
gle NL-FL2 nozzle protecting each area. Each nozzle must
be located within a section (as noted by the shaded area In
Figure 3-8.7), that is:
1. Not less than 8" from the fryer's longest side perimeter,
2. Not less than 2" from the fryer's shortest side perimeter,
and
3. Not less than 1" from the fryer's shortest side centerline.
Each nozzle, regardless of its location within Its section,
must be aimed at a point located at the center of the longest
side and 1" from the center of the shortest side. See Figure
3.8.7.
The nozzle must be mounted 16" to 26' above the top sur-
face of the deep fat fryer (see Figure 3-8.7).
NOTE
Nozzle must be
located any-
where within the
shaded area
and aimed at a
point on the
centerline of the
longest side and
1" from the cen-
terline of the
shortest side.
NOTE
For Installations that require the use of the Model NL-
FL2 nozzle to protect a deep fat fryer in accordance
with the Modular Deep Fat Fryer Coverage 3.4 shown
here, the following additional restrictions apply to the
main supply line piping before this nozzle:
1. Minimum length, linear: 8 feat
2. Minimum length, equivalent: 14.1 feet
3. Minimum system flow points: 4
4. Minimum branches (total): 3
ix'
COOKING
AREA
Figure 3.8.7. Model NL-FL2 Nozzle Placement, Deep Fat Fryer.
ULEX 3M
actuary 1, 1998
2.1 Low Proximity Griddle Protection
The Model NL-D2 nozzle is a two (2) flow point nozzle that
is used for griddle protection. The maximum griddle area
that can be protected by a single NL-D2 nozzle is 48" x 30"
M.
The nozzle must be located over the griddle cooking sur-
face, within 12" of the center of the longest side and within
3" of the edge of the protected zone. The nozzle must be
aimed at a point on the center line of the longest side and
10" from the edge of the longest side of the protected zone.
The nozzle must be mounted 10" to 41" above the cooking
surface. See Figure 3-8.5.
NOTE
Nozzles shall be located at the front or rear of the grid-
dle, anywhere in the shaded area and aimed at the
center of the protected zone.
Figure 3-8.8. Option 1: Model NL-02 Nozzle Placement,
Griddle.
flmnpc
Chapter 3 - System Design
Page 3.4e
Rev. 1
Option 2
The nozzle must be located.over the griddle cooking sur-
face, within 8" .of the center of the shortest side and within 3"
of the edge of the protected. zone. The nozzle must be
aimed at a point on the center line of the shortest side and
16" from the edge of the shortest side of the protected zone.
The nozzle must be mounted 10" to 41" above the cooking
surface. See Figure 3.8.4.
NOTE
Nozzles shall be ,located on the teft or right side of the
griddle, anywhere in the shaded area and aimed at the
center of the protected zone,
Figure 3.8.9. Option 2: Model NL-D2 Nozzle Placement,
Griddle.
WM27Pr.
ULEX 3830
November 1, 1997
e
y
Chepfsr 3 — System otwgn
Page 3-4f
DOTES:
ULEX 3M
January 1, 19M
t u
I `
i
4. Radiant Charbroller Coverage.
NOTE
A radiant charbroller Is distinguished by the use of gas
or electrically heated metal strips (radiants) that are
used for cooking.
The Model NL-R nozzle is a one (1) flow point nozzle that is
used to protect either gas or electrically fueled radiant char -
broilers. The maximum area that can be protected by a sin-
gle NL-R nozzle is 25" x 25".
The nozzle must be located over the cooking surface and
aimed at the center of the protected zone. The nozzle must
be mounted 24" to 50" above the cooking surface. See
Figure 3-9.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
Figure 34. Model NL-R Nozzle Placement,
Radiant Charbrotler.
ommmc
S. Synthetic Rock Charbroller Coverage.
NOTE
A synthetic rockcharbroiler is distinguished by the use of
lava, pumice, or synthetic rocks that are used for cooking.
The
Model NL-F2 nozzle Is a two (2) flow point nozzle that is used
for the protection of either gas or electrically fueled synthetic
rock charbroller. The maximum fuel depth shall not exceed
two (2) layers of lava, pumice, or synthetic rocks, The
maximum area that can be protected by a single NL-F2 nozzle
is 25" x 25". Chapter
3 — System Design Page
3-5 Rev..
t The
nozzle must be located over the cooking surface and aimed
at the center of the protected zone. The nozzle must be
mounted 30" to 50" above the cooking surface (see Figure
3-10). The
tip of the Model NL-F2 nozzle has two flat areas designed
to assist aiming. The nozzle must be positioned so that
these flat areas are parallel to the longest aide of the protected
zone. See Figure 3.U. . NOTE
Nozzle
shall be located anywhere. in the shaded area and
aimed at the center of the protected zone. Figure
3.10. Model NL-F2 Nozzle Placement, Synthetic
frock Charbroller. MWIRK
6.
Natural Class "A" Charbroller Coverage. NOTE
A
Class "A" charbroller is distinguished by the use of charcoal,
mesquite chips, chunks, and/or logs that are used
for cooking. The
Model NL-A nozzle is used for the protection of Class A
charbroilers with a maximum fuel depth of six (6) inches. The
maximum area that can be protected by a single NL-A nozzle
is 20" x 24". The
nozzle must be located over the cooking surface and aimed
at the center of the protected zone, The nozzle must be
mounted IS" to 35" above the cooking surface, See Figure
3-11. uLEX
3030 November
1, 1994
Chapter 3 — System Design
Page 3-6
Rev. 1
NOTE
Nozzle shall be located anywhere In the shaded area
and aimed at the center of the protected zone.
Figure 3-11. Model NL-A Nozzle Placement,
Class "A" Charbroiler.
COWOOK
7. Upright Broiler Coverage.
The Model NL-US nozzle is a one-half (1/2) flow point noz-
zle that Is used for upright broiler protection. Two (2) Model
NL-UB nozzles are commonly used for this application. The
purpose of using two nozzles is to distribute the chemical
evenly between the cooking surface (on top) and the drip
pan (below). For upright broilers that have no drip pan, a
single Model NL-UB nozzle can be used. The maximum area
that can be protected by a pair of NL-UB nozzles (or a single
NL-UB nozzle when no drip pan is present) is 30" x 34".
One nozzle must be positioned in the front entrance of the
broiling chamber and aimed at the diagonal corner. The noz-
zle will be positioned above the cooking surface, if neces-
sary, the second nozzle must be installed above the front
edge of the grease drip pan and aimed at Its midpoint. See
Figure 3.12.
Figure 3-12. Model. NL-US Nozzle Placement,
Upright Broiler.
a 201PC
8. Chain Broiler Coverage,
Two types of chain broilers are commonly used; open and
closed top. Each Is protected In a different manner.
a. Close Top Chain Broiler Coverage.
The Model NL-UB nozzle is a one-half (1/2) flow point noz-
zle that is used for closed top chain broiler protection. Two
2) Model NL-UB nozzles are commonly used for this appli-
cation. The purpose of using two nozzles Is to distribute the
chemical evenly between the cooking surface (on top) and
the drip pan (below). For closed top chain broilers that have
no drip pan, a single Model NL-US nozzle can be used. The
maximum area that can be protected by a pair of NL-US
nozzles (or a single NL-UB nozzle when no drip pan is pre-
sent) Is 30" x 34".
One nozzle must be positioned In the front entrance of the
broiling chamber and aimed.at the diagonal corner. The noz-
zle will be positioned above the cooking surface. The second
nozzle (if necessary) must be installed above the front edge
of the grease drip pan and aimed at its midpoint. See Figure
3.13.
ULEX 3M
May 1, 1997
I
8.1 Tilting SM1194/Oralaing Pan Coverage.
The Model NL-F2 nozzle is a two (2) flow point nozzle that is
used for the protection of a tltdng skillet/braising pan. The
maximum area that can be protected by a single NL-F2 noz-
zle is 27.75" x 18 The nozzle Is located over the skillet
cooking surface:
1. From the front edge (away from the lid): no less than 2"
and no greater than 114 the distance of the appliance depth
2. From the sides - no less than 2" from the edge of the
appliance or the edge of the protected zone
The nozzle must be mounted. 30" to 36" Inches above the
top surface of the tilting skillet/braising pan, and aimed at
the center of the protected zone. See Figure 3.12.1.
The tip of the Model NL-F2 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned so
that these flat areas are parallel to the longest side of the
protected zone. See Figure 3-8.1.
01)
Figure 3-12.1. Model NL-F2 Nozzle Placement,
Tilting Sklll*Wrafsing Pon.
0=110 c
NOTE
Nozzle shall be located anywhere within the shaded
area and aimed at the center of the protected zone.
The nozzle Is to be located as to minimize the potential
for the skillet cover to interfere with the nozzle dis-
charge.
Chapter 3 — System Design
Page 3.58
Rev. 1
8.2 TIMng SkllletlBraising Pan Coverage.
The Model NL-FL2 nozzle 1 a two (2) flow point nozzle that
Is used for the protection of a tilting skllfet/braising pan. The
maximum area that can be .protected by a single NL-FL2
nozzle Is 27,75" x 18". The nozzle Is located over the skillet
cooking surface:
1. From the front edge (away from the lid): no less than 2"
and no greater than 1/4 the distance of the appliance depth..
2. From the sides - no greater than 3" from the centerline of
the shortest side of the protected zone
The nozzle must be mounted 16" to 26" inches above the
top surface of the tilting skillet/braising pan, and aimed at
the center of the protected zone. See figure 3-12.2.
W
Figure 3.12.2. Model NL-FL2 Nozzle Placement,
Tilting Skillst/Bralsing Pan.
coz "C'
NOTE
Nozzle shall be located anywhere within the shaded
area and aimed at the center of the protected zone.
The nozzle is to be located as to minimize the potential
for the skillet cover to interfere with the nozzle dis-
charge.
uLEX 3M
May 1, 1997
pChhapter3-ob
3 — System Design
Rev. 1
8.3 WW M PreclpKstor Co 2) for 121menitent
Some restaurant ventilating systems may utilize an electro- If an electrostatic precipitator is located at or near the base
static precipitator to facilitate the removal of grease laden of an exhaust duct, one (1) detector must be located below.
vapor. These precipitators are typically located at or near the the .precipitator and. an additional detector must be located
base of the exhaust duct. If protection tot electrostatic pre- above the precipitator In the duct opening. $ee Figure 3-
cipitatcre Is required by the local "authority having Jurlsdic- 12.4.
tion," the following guidelines should be followed.
1) Nozzle Plectenumt
Ducts having electrostatic precipitators are protected by
using the appropriate duct nozzle(s) (as per Chapter 3,
Section 1) above the precipitator and a Model NL-UB Nozzle
for the precipitator Itself.
The duct nozzle(s) must be Installed above the precipitator
and aimed In the direction of air flow. One (1) Model NL-US
nozzle must be used to protect the precipitator. The nozzle
is to be centered 10 to 26 inches before the precipitator with
Its discharge point aimed at the center of the precipitator.
See Figure 3-12.3.
DUCTNOME -,
PRECPFTATOR
ie OUCT
PPOMTKIN
NOZn! POP
PREC1PR/rOR
PROTECTPON
Figure 3.12.3. Nomde Plowntent for Single
Eleotraetatic Precipitator.
00"30C
ULEX 3830
May 1, 1997
f
Figure 3.12.4. DetMor Placement for Single
Electrostatic Precipitator.
001A76PC
30. /
t
Figure 3.13. Model NL-UB Nozzle Placement,
Cl000d Top Chain Broiler.
0"N"M
b. Open Top Chain Broiler Coverage.
The Model NL-A nozzle Is a one (1) flow point nozzle that Is
used for open top chain broiler protection. The maximum
area that can be protected by an NL-A nozzles is 32" x 34
The nozzle must be located over the opening and aimed at
the center of the protected zone. The nozzle must be mount-
ed Ur to 22" above the cooling surface. Sege Figure 3.14.
NOTE
Nozzle shall be located anywhere In the shaded area
and aimed at the center of the protected zone.
Figure 3-14. Model NL-A Nozzle Placement,
Open Top Chain Broiler.
000ex»c
9
Chapter 3 - System Design
Page w
Rev. 1
9. Wok Coverage
The Model NL•R hozzle Is a one (1) flow. point nozzle that Is
used for wok protection. A single NL-Fi nozzle can cover o
single wok of 14" to 24" in diameter, and 3.875" to 7.625" In
depth.
The nozzle must be mounted 40" to 50" above the cooking
surface at a radius of 12" from the center of the wok, regard-
less of wok diameter. The nozzle must be aimed at the cen-
ter of the protected zone. See Figure 3-14.1.
NOTE
Nozzle shall be located anywhere In the shaded area
and aimed at the center of the protected zone.
24" Dfa,
24" DIC
Figure 3-14.1. Model NL-R Placement, Wok.
MOW
ULEX 300
November 1, 1904
Chapter 3 — Systefn Design
Page 3-8
Rev. 2
pg
SECTION2
CYUNDER SIZING
After determining the number and type of nozzles required to
protect the duct, plenum, and cooking appliances, the total
number of system flow points can be determined. The sum
of all required nozzles' flow points Is used to determine the
size and quantity of cylinders required.
MAXIMUM CYLINDER FLOW POINTS
Flow Points C .inder
3 f'CL-240
13 PCL-350
20 PCL-550
For systems requiring more than twenty (20) flow points, any
combination of cylinders can be used provided the total flow
point requirements are met.
EXAMPLE
if a system requires twenty-six (26) flow points. the fol-
lowing combinations of cylinders can be used:
1. 1 x PCL•550 and 1 x PCL-240 (28 FP total)
2. 2 x PCL-350 (26 FP total)
NOTE
Cylinders cannot be menifolded.together. Each cylinder
must be piped separately.
SECTION 3
Pyro-Chem Restaurant Fire. Suppression System piping Ilmi-
tations are divided Into two categories; Main Supply Line
Piping Limitations and Branch Una Piping Limitations.
1. Main Supply Line.Piping,
The main supply line Is a run of pipe from the cylinder to the
hazard area. in general. it is a straight tun of pipe that runs
through tees. Branch piping is connected to the side cutlet
of these tees.
The main supply line of the Pyro-Chews Restaurant Fire
Suppression System utilizes either straight line or split pip-
Ing to simplify system installation.
Straight line piping Is distinguished by the fact that the main
supply lime. Is a straight run of pipe that flows through tees.
When straight line piping Is used, the main supply line can-
not run into the branch of a tee.
Split piping Is distinguished by the fact that the main supply
line runs Into the branch of the first tee., splitting the main
supply line In two. When spilt piping Is used, no branch pip-
ing can be connected to the main supply line before it is
split, In split piping systems, the entire main supply line,
Including both sides of the split,.cannot exceed the piping
limitations outlined In this chapter, In addition, the equivalent
lengths of the main supply line Is not required to be bal-
anced-
it AIN SUPPLY LiNE PIPING
x.r
PRANCH LIME STARTS
AT e106 MILET OF
t.s7 MAIN SUPPLY LINE TEE
Emff7iti'
rNF1M t`li MEMIil1
TOTAL LINEAR FEET 4.0'
TOTAL FdTTING EQUIVALENT = 14.2'
TOTAL EQUIVALENT FEET = 18.2'
Figure 3.15. Example of Equivalent Piping.
oamrVc
ULEX
October 1, 1997
2. Brunch Lich® Piping.
Branch piping Is used to connect the discharge nozzles to
the main supply tine. This piping is connected to the side
outlet of main supply line tees. The last branch is connected
to an elbow at the end of the main supply line. There are
seven (7) types of branch piping:
1. One (1) Nozzle Duct Branch.
2. Two (2) Nozzle Duct Branch.
3. One (1) Nozzle Plenum Branch.
4. One (1) Nozzle Appliance Branch.
5. Two (2) Nozzle Appliance Branch.
6. Three (3) Nozzle Appliance Branch.
7. Four (4) Nozzle Range Branch.
UNDERSTANDING EOUIVALENT
PIPING
Piping limitations In this chapter are given In both linear. and
equivalent lengths.
Linear piping is the actual length of straight pipe used on
either the main supply line or a branch.
Equivalent piping Is equal.to the total linear pipe used on
either the main supply line or a branch IpM the equivalent
length of any fittings used on either the main supply line or a
branch. See Figure 3-15.
Equivalent Piping = (Linear Piping) +
Total Equivalent Length of Fittings
Used)
All pipe fittings develop a pressure loss which can be equat-
ed to the loss through a specific length of straight pipe. This
loss is the equivalent length of the fitting. See Table 3-1.
Teo Tag Union
Pipe " 45° 90" Flow Side or
Size Elbow Elbow Through Outlet Couplings
W 0.6 1.3 016 2.7 0.3
1/2' o.s 1.7 1.0 3.4 0.4
Table 3.1. Pipe Flitting Equivalent Lengths In Poet.
An example of the total equivalent piping calculation for a
typical branch is illustrated by Figure 3-15.
NOTE
The only acceptable types of piping which can be used
with the Pyro-Chem System are black pipe, stainless
steel, or chrome plated pipe. Galvanized pipe cannot
be used.
Chapter 3 -. System .Design
Page 3.9
Rev. 2
MAINSUPPLYLINE PIPING LIMITATIONS
1.
Model PC.L-240. Main
supply fine piping limitations for the PCL-240 are given by
Table 3-2. The maximum length of main supply line between
the first and last branch tee is 30 feet. Examples of acceptable
piping configurations are shown'In Figure 3.18. Max
Max Lengths Min Lengths Max Pipe
Flow Feet Feet Vert. Section
Dia, Points Linear Equiv- Linear I Equly Pike Main
Supply 30" 8 21 36 Line
Tirbte
3-2. Model PCL-240. Main Supply Line Piping Limitations. For
Installations that require the use of the Model NL- F1.
25 nozzle, the following additional restrictions apply before
these nozzles: 1.
Minimum length, linear: 5 feet. 2.
Minimum length, equivalent: 12 feet 3.
Minimum system flow points: 3 4.
Minimum branches (total): 3 2.
Model PCL-360. Main
supply line piping limitations for the PCL-350 are given by
Table 3.3. The maximum length of main supply line between
the first and last branch tee Is 30 feet. Examples of acceptable
piping configurations are shown in Figure 3.17. Max
Max Lengths . Min Lengths Max Pipe
Flow Feet Feet vert. Section
Die. Points Ungar I Equiv Linear Equiv Also Main
Supply 3/8" 1.3 36J 83 3 7 a' Line
1/2" Table
3.3. Model PCL-3Stl. Main Supply Line Piping Limitations. For
installations that require the use of the .Model 'NL- F1.
25 nozzle, the followingadditionai restrictions apply before
these nozzles: 1.
Minimum length, linear: 6.5 feet 2.
Minimum length, equivalent: 12 feat 3.
Minimum system flow points: 3 4.
Minimum branches (total): 3 3.
Model PCL.-550. Main
supply line piping limitations for the PCL-550 are given by
Table 3-4. The maximum.longth of main supply line between
the first and last branch tee is 35 feet. Examples of acceptable
piping configurations are shown in Figure 3.18. Max
Max Lengths Min Lengths Max Pipe
Flow Feet I" Vert. Section
Dia. Points Linear I Equiv Linear I Equiv Rise Main
Supply 1W 20 45 94 3 7 8' Line
Table
3.4. Model PCL-550. Main Supply Line Piping Umlto4lons. ULEX
3830 i October
1, 1997
Chapter 3 -- System Design
Page 3.10
Rev. 2
NOTE
For Installations that require the use of the Model NL-
F1.25 nozzle, the following additional restrictions apply
before these nozzles:
1. Minimum length, linear: 5.5 feet
2. Minimum length, equivalent: 12 feet
3. Minimum system flow points:.3
4. Minimum branches (total): 3
BRANCH PIPING LIiM MATIONS
There are seven (7) types of branches used on the Pyro-
Chem Restaurant Fire Suppression System:
1. One (1) Nozzle Duct Branch.
2. Two (2) Nozzle Duct Branch.
3. One (1) Nozzle Plenum Branch.
4. One (1) Nozzle Appliance Branch.
5. Two (2) Nozzle Appliance Branch.
6. Three (3) Nozzle Appliance Branch.
7. Four (4) Nozzle Range Branch.
NOTE: A range branch is any branch that contains NL-F1.25
nozzles only. Any branch that contains NL-F1.25 nozzles In
combination with any other nozzle(s) is considered an appli-
ance branch.
When using the PCL-240, the total of all duct, plenum, appli-
ance, and range branch piping cannot exceed 25 linear feet
and 55 equivalent feet.
When using the PCL-350, the total of all duct, plenum, appli-
ance, and range branch piping cannot exceed 35 linear feet
and 100 equivalent feet.
When using the PCL-550, the total of all duct, plenum, appll-
ance, and range branch piping cannot exceed 45 linear feet
and 125 equivalent feet.
Branch piping limitations are applicable to all cylinder sizes
i.e., PCL-240, PCL-350, and PCL-550). All branch piping
must be 3/8" diameter black, chrome plated, or stainless
steel pipe.
1. One Nozzle Duct Branch Piping
Limitations.
The one nozzle duct branch is a run of 3/8" pipe which con-
nects the main supply line to a single duct nozzle. A one
nozzle duct branch can support the following combinations
of nozzles:
1. 1 x Model NL-P Nozzle.
2. 1 x Model NL-D2 Nozzle.
3. 1 x Model NL-D3 Nozzle.
One nozzle duct branch piping limitations are given by Table
3-5.
Max Max Lengths Min Lengths Max
Pipe Flow Feet Feet Vert.
Section Dia. Points Linear Equiv Linear I Equiv Rise
1 Nozzle 3/8" 3 6 12 0 0 4'
Duct Branch
Table 3.5. Duct Branch Piping Limitations.
2. Two Nozzle Duct Branch Piping
Limitations.
The two nozzle duct branch is a run of 3/8" pipe which con-
nects the main supply line to .two duct nozzles. A two nozzle
duct branch can support the following combinations of noz-
zles:
1. 2 x Model NL-P Nozzle.
2. 2 x Model NL-D3 Nozzle.
Two nozzle duct branch piping limitations are given by Table
3-5.1.
1 Max Max Lengths Min Lengths Max
Pipe Flow Feet. Feet VerL
Section 018. Points Linear Equiv Li Oa,quiv Rise
2 Nozzle 3/6" 6 8 22 0 4'
Duct Branch
Table 3.5.1. Duct Branch Piping Limitations.
3. One Nozzle Plenum Branch Piping
Limitations.
The one nozzle plenum branch Is a run of 3/8" pipe which
connects the main supply line to a plenum nozzle. A single
plenum branch can support only one flaw paint. Plenum
branch piping limitations are given by Table 3-6.
Max Max Lengths Min Lengths Max
Pipe Flow Feet Feet Vert.
Section Die. Points Linear Equiv Linear Equiv Rise
1 Nozzle 3/8" 1 4 10 0 0I i 2'
Plenum Branch
I I
Table 3-6. Plenum Branch Piping Limitations.
4. One Nozzle Appliance Branch Piping
Limitations.
The one nozzle appliance branch is a run of 3/8" pipe which
connects the main supply line. to a single; appliance nozzle. A
one nozzle appliance branch. can support a maximum of two
2) flow points.. One nozzle appliance branch piping limita-
tions are given by Table 3-7.
Max Max Lengths Min Lengths Max
Pipe Flow Feet Feet Vert,
Section Dia. Points Linear I Equly Linear Equiv Rise
1 Nozzle 3/8" 2 6 1 12 0 0 0'
Appliance Branch
Table 3-7. One Nontle Appliance Branch Piping Limitations.
ULEX 3830
October 1, 1997
5. Two Nozzle Appliance Branch Piping
Limitations.
The two nozzle appliance branch Is a run of 318" pipe which
connects the mein supply line to two appliance nozzles. A
two nozzle appliance branch can support a maximum of four
4) flow points. Two nozzle appliance branch piping limita-
tions are given by Table 3-7.1.
Max Max lengths Mks Lengths Max
Pipe Flow Feet Feet Vert.
Section Dia Points Linear Equiv Linear I Equiv Rise
Chapter 3 System Design
Page 3-11
Rev. 2
7. pour Nozzle Range Branch Piping
Limitations
NOTE
These limitations apply.to branches that utilize four (4)
model NL-F1.25 nozzles. No other types of nozzles, or
combinations of nozzles, may be used on a four nozzle
branch.
2 Nozzle 318" 4 8 22 0 0 p' The four nozzle range branch is a run of 3/8" pipe which
Appliance Branch connects the main supply line to four NL-F1..25 range noz-
zles. A four nozzle range branch can support a maximum of
TaNe 3-7.1. Two Node Appliance Onwoch Piping Limitations five (6) flow points. The four nozzle range branch piping limi-
tations are given by Table 3-8.
6. Three Nozzle Appliance Branch Piping
Limitations
The three nozzle appliance branch is a run of 3/8" pipe
which connects the main supply line ,to three appliance noz-
zles. A three nozzle appliance branch can support a maxi-
mum of five (5) flow points. Three nozzle appliance branch
piping limitations are given by Table 3-7.2.
Max Max Lengths Min Lengths Max
Pipe Flow Feet Feet Vert.
Section Dia. Points Linear Equiv Unear Equiv Rise
3 Nozzle w 5 10 28 0 0 0'
Appliance Branch
Table 3-7.2. Three NOXXIe Appliance Branch Piping
Limitations
males VMS![)
d KA
aA
Max Max Lengths Min Lengths Max
Pipe Flow Feet Feet Vert.
Section ilia. Points Linear I Equty Linear Equiv Rise
4 Nozzle 3/8" 5 10 31 0 0 0'
Range Branch i
Table 3-6. Four Nozzle Range Branch Piping Llmitations
UIJ
eM
NOTE
This is not a complete list of
all possible configurations.
Others will be acceptable
provided they conform to the
limitations shown in this
chapter.
en ems
NL_ft
tit
aarwarwa vu+a -----
s aseanoaa s
Figure 3-16. Model PCL-240. Examples Of Acceptable Piping Configurations.
aopo,orc
ULEX 3800
October 1, 1997
i Chapter 3 — System Design
Page 3-12
Rev. 2
0 NOTE
This Is not a complete list of all possible,configurations.
Others will be acceptable provided they conform to the 1
limitations shown In this chapter. I
a-onrrwn VP tVLW-------
weWACHuy
Figure 3.17. Model PCL-350. Examples Of Acceptable Piping Configurations,
002w1PC
q IAila
M.uO
IL P! n
N6M
Qum
i SAIR pNOARu
L4 *on
NOTE
This is not a complete list of all possible configurations.
Others will be acceptable provided they conform to the
limitations shown in this chapter.
Figure 3-18. Model PCL-660. Examples Of Acceptable Piping Configurations.
00284M
tILOX 3630
October 1, 1997
SECTION 4
DETECTOR PLACEMENT
Detectors are required over cookingappliances and In the duct(
s) of protected ventilation hoods, Detectors shall be located
in the plenum area of the ventilation hood. 1.
Exhaust Duot(s). Each
exhaust duct must have at least one (1) detector Installed
in the center of the duct entrance or at a maximum of
12 feet Into the duct, centered. See Figure 3-19. 2.
Cooking Apptlance(s). Each
cooking appliance with a continuous cooking surface not
exceeding 48" x 48" shall be protected by one (1) detec- tor,
Cooking appliances with a continuous cooking surface exceeding
48" x 48" shall be protected by one (1) detector CA)
Chapter
3 — System Design Pago
3.13 Rev.
1 per
48" x 48" cooking area. Detectors used for cooking appli- ances
must be located within the perimeter of the protected appliance
toward the exhaust, duct side of the appliance. The detector
should be located In the air stream of the appliance to
enhance system response time. If
a cooking appliance Is located under a. duct opening where a
detector has been mounted; It is not necessary to utilize an
additional detector provided the duct detector Is not more than
12" Into the duct opening. If.two (2) appliances are located
under a duct opening where a detector has been mounted,
It Is not necessary to utilize an additional detector provided
the duct detector Is not more than 12" into the duct opening.
See figure 3.19. APPLIANCE
APPLIANCE APPLIANCE APPLIANCE COVERED
COVERED COVERED COVERED BY
By By BY DETECTOR
DETECTOR DETECTOR DETECTOR A
B g C Figure
3-19. Proper Detector Placement, 00"
4vc ULEX
3M November
1, 1994
Chapter 3 — System Design
Page 3.14
NOTES:
ULEX 3830
October 15, 1998