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Home My WebLink About1 Red Cleveland Blvd - 00-1237 (2000) (Airport Terminal Expansion) (documents)SUBDIVISION: 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,(7s, 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 wouldresultinagrantingaC.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 conditionalagreementtobeattachedtotheC.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 --------- ADDRESS 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 completedonly 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 s111 i... ,. 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-AW1j-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,ET OP-M. RUSIS LENZIP- _ANY, agL L'f2 e-; O-r A.J 0&01 QC N_O PA E476 :3 SNTH CO T 4- 5A Fill L-Al. -A- I Sanford, FIorofrdGtBuildingDepartmentd 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. IfI can be ofany 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 ofOccupancy 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 ofEngineering 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 ofbolts 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 wqD 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 1A 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. 12406-001tr12-07-00 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% ofspec 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% ofspec 12 03-31-00 Slab UES 2'/• 2240 3380 3360 3370 7 day < 70% ofspec 13 04-04-00 Footings Contractor Not taken 1590 3030 3050 3050 7 day < 700/9 ofspec 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% ofspec 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 DEfUMIC 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'h3570 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 ofSanford Project: Orlando/Sanford Airport Terminal Expansion Project No: 00-039 P.O. Box 1788 Location: 3026 Carrier Avenue AjAent. 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 Ifyou 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 ofOccupancy This letter is to request the issuance ofa 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 ofschedule 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 ofOccupancy 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 • CArldBuildingDepartmentd 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" LAST TRANSACTION REPORT FOR HP FAX-700 SERIES VERSION: 01.00 FAX NAME: FAX NUMBER: DATE TIME REMOTE FAX NAME AND NUMBER 17-NOV 00:56 S 4073225834 DATE: 17-NOV-00 TIME: 00:57 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A R A A A A A A A A A A A A A A A A R R A R A A A R R A R R R A R R A A A A A A A A A A A A A A A A A A A A A A A A S=FAX SENT O=POLLED OUT(FAX SENT) TO PRINT THIS REPORT AUTOMATICALLY. SELECT AUTOMATIC REPORTS IN THE SETTINGS MENU. TO PRINT MANUALLY. PRESS THE REPORT/SPACE BUTTON. THEN PRESS ENTER. FAX TRANSMISSION 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, FjorlofOkqdBuildingDepartment 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 ofthe 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 BuildingCode, 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 ofSanford 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 ofa Temporary Certificate ofOccupancy 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 Ifyou 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 studsnot 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 1A 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 Wq0 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: EOC7 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 C II If _\.. C 1. \ _ \ . 1Mmog ooNrRACTOR: /li., cT ie CONTRAm NOAft Note: Poaw an l0Wn W mad. n» bP- rM MMVdatlona.'r*VVdoas. au00 a.addenti. n*WW dmilm aa. f"Mb. ds*A- unususl or &V" oendmro. anamW bt ttta wo* WW PW b mm WW and $Nana dkm. Raowd Oft k Moanatlon Odow. PREPARED 9Y: Be N" dstloK LM PROORAkI:wOMMOWCOMM%W l coa rToc v esoRYM:ir t;w p'' N CN•i C'ANIIRNLMIP.>I41AA fION ItRYJIfI t lOCo. 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 Now: Fam an aemnoW n ^ mmongs, mo w nwWd". Yltandww riolWom udit*. mabft 40NOrlm nquuts. 46bM e a.re ee mtlan...nenua.a M Ha waft and Oa lOnnanoa and dotlona b1dr. Raed d tldo Mlbfmo00n palow. PREPAR IV er. ,Vi mam,_" R iIW'rs prow~ MCULM IMON& M'R0011NVIIIiM1A0 R OOC OOM{910 i.4s COPYroc blMA t °f RON IIRYAK MOCO. V 1•y,••vi vim..: ;.i:.: ;' .a :+: L•.;9..• w. ,y_, `•r -}-i••.:•,. 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 fasicuing 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 'eGmMMUM J.edIccGu1, IrifTnerig U e" Wlldri rt e o5 MtnlC G is,Q h 6ingse Yb'1Mi!i lb* level pngin documcn s a Cvemioht DetlYery n 5}tj" 4t,elOo Will Not 80 sent j l 7NE IfdFCDRt41p'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 W011DFi;t LSWQD Adt:5-a WdLT z D0 00, 4 Z{dH T. `........... .............. ..--- --..... . - - nn, JaNG r?y294i+SmES t rfp. To Mganm IFL4NGE50M 4. SIDE q RANGE 4F VV 1LCLIUMN _ T7PICAL Tb Co1UmbJ FLAWGE B= fro TYP Tb BEAM FLANG E ,BCT11 772Y2 SIDES 71 P. F_M0vE WA WCOE T' w*j V LENCH or. NceiZ• L%. ;OR WELal) 46 ACcFss 0[ APPLIES TO 2 6o N SIDES> DR... c 71nL: - --- - _ -- MioMENY 03MWE4:710N FIX OZCT NA"F: O- SA TERMjw%.i EXAt1N51oN AMimimme- 4 FtAvGDy rNC r LAE}11) 1 ACE r 4 r SIDE Or W24ryEB To . eAm FLANGE acres BID (S 5FM C4 w4 ECTIow Q ALREADY 04 PLACE i Doc18t F C G'o [N GT t ON W24 llt4"rACH StD OF. W2 WEE$ 0 BX. FLANGE 6 BoTH $IOcS Ez sT NG S EAT i . NO SOLE 5Amore Engineering, Inc 2277 Lw Road. SwM- 225 DATL VMtr Pork Florio* 37760 -SWEET Not pvwa_ a0rf) "7- 85M Fax 7) 647- 6119 J K 40G00i 97n-A RVSO- GGS-LOV NM-171WDW d1HSN37lNw_1S tf8b=1B0 00-0T--A4dV rrLAwGt 0- ALREADY I PLACE , _ SG0' Ow _10 OMAONC rrn.¢: rao crwa: gg. MOWENT CCNNECTIO1.1 F1X Amore Engincerin& Inc. 2271 Lao Roa4 Sumo 225 PRC6ECT NAbF— VAntr Pa4k, Flarlda 32789 SwEtT ku C 0$A TEPMttIAL EXPA J5taw FMx c407 6 7- 619 da 61.n.U. c,oi 647 719 SK Q604'Z ba- d SVSO-SSS-Gov N3-I-ILW7W V8b=80 00-01--adw 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.rtlr1. 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.Ltiontiwere 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 ntite 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. En9 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' shI 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 ' MT TO PURIM AND IAELD TO t ti+t r e w 4 4 r Oil. VG/Um. ARM A1KMMENi t Nt1E w A OEADLOAO APPUE0 TO ROOF. a r. KI NATE SPACES/DAY OR w MAX. it-01 v' - r LAP np. , 14dd view toUaR"i s AND ditals bobim CerioMn Web 4 W14 w 1 4 ID On fohOY &At-,w 6 fW614 Ate: i w 14 w 1Q S CTIrim Rood. 4112-109, noon , norw .. rrO 1 Weer i r+9 ) nc i aQ? a7-6113 h3-/O-,/00 07 r 0WEPQk P.002 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, ech'C" CLYC' -Yegw red Yvi[ 1 k!k c )CL!jfhis c lFrr lAu hive hcd a Glxt»+,e Te'aw s w } 5 ee1 7eGfcrr(tb r tr}aY -u rye iYd;, ctcc n Qnd a rx i n3errq Treo ftun ao 7e 1 r`a in,xc _ T 4n Yt u I SNAN" 2. 2Y7lae Road. Sw v 22'; VArnor }ark, FlonW 327M `... phone (407) bA7-6800 F= fd 07) "7-b I10 ZO - d SbsO-6es-LOV P1-1-17WOW dIHSN>{NV`s VRb=Rr' . - 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 nl,re f - Trea} +4; ao yfalkninanA _ Tom= you - any 6SHAN' 2277 La RwQ SWU 225 wlnter Pads, Flwlda 32759 Plane (401) 647.6800 Fsx (407) 647-6119 A;ST-0 Etig i rwer 1 no I nc Cgm7)6a7 6119 fowaseew 3Z:24P P. ~ i 1 L 1+ G ,7 5 6 TYPr TO COUR414 ...-. TYP. To cum RANGE MTH .¢ R"G OF W)4 GoinMN `. pwk*e It s 11000, 1 111 Rth pY tN PtACE SIDE aF -r2dwEe To 354M RMSE 16 2/a 461115 ES S" GGN N Fc nom Q ALREADY IN PLAa Zb a E 4 .00FINEGT f ON 7 TYPICAL To. C49LOW Sam 5CE5 T.YRM NAM FLAWOE i IFMovEwwLiLENM OF RMIZ- LOG, W DITouFss ooiti SIDES) lfl 4 fcH E- Of W24WEI Y 5 ' 8BOTH SIDES tN 6 ELSFATG D. NO $04L E 1 n Amore EngineeM& Ins f* M ENT CONNECTION FIX- 2u77 Lao jwcd, s iw m PROJECT NAME wktw MwM a 33789 SHfiGT IMi X C OSA TERMINAL EXPAMSf oiONrem ` "7--6112 SK 40600i new aUrr ova ie Eng1roar ing Ir= 487)647-6119 040,wev0 iZIZ4P P.008 61L-#723 FLANGE #. ALREADY IN PLACE rxismm G STIFFENER It W21 EAsnN6 sFFEMS7 I 1 BM FLANGE S` 11F ENER R ta TO SFATZ I16 i4 MoVeJ T UNN ECTION SIX PROJECT NAME ocx OSA • 7FRMNAL EXPANSIOW aa arennoUon F04GE t ALIRF.AbyIN PLACE W24 e 4&016"F rcN Si OF W24 WED . SEE • DELAIL i FOR WEL OS To W24 COL' ummt I I _+ 1 3 S'(11Ni EACH ' WEOF i R4'WES ECDETAIL IL IF6R WELDS TO W 41 COLUMN YERI FYIF OV IDS A r - FXISTING L , Q NO SME 000, SCATt• O.10 onasc A T1= Engi eeflff IOC. _ ww 77. 2277 la lt"4 8 4w 2m hinter Pn4- 067 ftrro32700 smw m Phone:647- 660Q M For 647- 6719 SK404 Amore Engineering, Inc. kassRs ct:c-'cCOr-------..,._•: S+Yfn t=__.r..,..:::?c,..,_......_.._.......--•-- IIuCtural tngineers To: Nelson Blankenship, .AIA - BMA CC -- From: Glenn R. Amore, P.F. Date: March 29, 2000 Subject: OSA - Terminal Expansion - Walkway Base plates Project rf: 99-54 The following is in response to meeting minutes received from your office 3-2&00. Item 10-3 of these meeting minutes reads as follows: Normand, TCCo MC to obtain approval from BMA/Glen Ammore for two structural steel fixes 1, A,rla; rm off rwn 1"71 knits fnr oarh rnit.Imn ha.cA ar linos f) S d 5 R. Fi (7d hnlTcl I Rasp nlato at, F 5 5 has hirr bolos hr irnpri us by A,tla$" _ - , _ - 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 % aaceplate, 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 hnli5riir( 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 MOSA 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. loftStructuralEngineers 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 mY: W's. V N 07i07/00 02:49P P.002 7/ O 51L` Q.S.A• Pap L Q ELEVATION F 0 SEAL C SEF (,FyCO NOTES .oq PAGE 2 OF 2 o • TYPA77 V NO SCALE NO.430 P . 4 If c -T S cLx,UC':14. 2 00 12 = 10PM MRRK CZTR erriOeyi0 mai/10,'0m i 1 x SMA P . 003, 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. 2177 690 R"d, 541C Z25 Wrwe. 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RWW aad•at of on Sgntn+e $kill Rw ; evnaseev Iroe sexy obiiPIM crowned in an Gannet 37and shag nat eonrdtws aw"d of am cagrsa w anaw andwdL tarl+Mgam woanw, oa any oaW WwAu4m or Pmmduwm Aoprwd cA a a m-Rs ' n aW aw p dltals approval oaf an mown* of %ilkll is bw is100, kii— w&bw see 4APSM% A . 3 * 3t S It f/ a 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 ierry 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 presentlysecuredtothissteelcolumn, (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<eBLDG 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 potential operational violation, will bechecked 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,",fll 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.JrP. 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-five25) 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) fixtureunitswillberatedas1.5 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 machinec 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 74Standard 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 thedrainage 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 ofdevices with intermittent flows. 4 Trap size shall be consistent with the fixture outlet size. e For thepurpose ofcomputing bads on building drains and sewers. water cloutsor urinals shall not be rated at a lowerdrainage 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 7Name - 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 rldBuildingDepartmentd 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 Ct4-, 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 Irely 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 ofSanford 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 ofSanford 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 reviewedby 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% ofspec 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; 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. 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% ofspec 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 ofspec 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: CYLINDERSASSOTE'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% ofspec 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: CYLINDERSASSOCIATES, 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 SIL:44-Raoiod 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% ofspec 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 of4 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, IIVCEERIHId 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% ofspec 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 of4 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 1C 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% ofspec 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: CYLINDERSESASSQQAT, 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, 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-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% ofspec 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 9WarrenJ. 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 Af, nfon 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 ford, 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.reused 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-aev. 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- itAIN 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