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THRESHOLD INSPECTION REPORT 985 ATLANTIC BLVD AUGUST 2012 1 97 1 1 Ellis&Assodates 42 Geotechnical ■ Materials Testing ■ Environmental Y E A R S • Integrated Engineering Services since 1970 Ellis & Associates. Inc. k { I S �� LA Fitness International, LLC Jacksonville Atlantic Beach Threshold Inspection Report Olti f, (E&A Project #3 791-0003) !!� ft Oro August 2012 LAIFITNESS t� Baker Baker Klein Engineering, PL. -� Elms Ussoeiates inc. Klein STRUCTURAL ENGINEERING SERVICES --_—__ ENGINEERING, Geote&nical ■ Malerials Tes?,rrg ■ Envlrorrrnenlal Integrated Engineering Services since 1970 September 11,2012 Mr.Michael Griffin City of Atlantic Beach 800 Seminole Rbad Atlantic Beach,Florida 32233 Subject: Threshold Inspection-Monthly Report No.4 LA Fitness Atlantic Beach Jacksonville,Florida Project No. 3791-0003 ,-, Permit No.B 12-0066 Dear Mr. Griffin Ellis & Associates, Inc. (E&A) along with Baker Klein Engineering, P. L. is pleased to present this threshold Inspection Monthly Report No. 4 for the LA Fitness Atlantic Beach project located on 985 Atlantic Boulevard in Jacksonville, Florida. Our Services on this project were performed in general accordance with available project documents prepared by Cuhaci & Peterson Architects Engineers Planners, dated January 27 and June 5, 2012. In general the work activities performed during the period of August 1 through August 31, 2012 includes Cast In-Place concrete inspections for slab on grade and curbs. We are retained to perform threshold inspection services on this project on "as-needed" basis (i.e. our representatives are not present on site at all times during the construction activities). The threshold inspections performed by our representatives typically include periodic observations of construction activities for substantial compliance with the project documents. This Letter addresses Threshold inspection Reports Nos. 26 through 28 performed during the period of August 1 through August 31,2012. wo The Construction Materials Testing (CMT) reports were reviewed and deficiencies were noted. The reports include concrete and steel reports. These reports are available,if requested. • Relevant items pertaining to the structure that have been inspected by our personnel and appear to deviate from available contract documents that have been approved by the Engineer of Record(EOR)are listed in the threshold inspection reports, and in the Non-Compliance Record. The non-compliant items will remain on the Non-Compliance Record until written response is submitted by the EOR. Responses properly issued by the EOR and received by this office will be incorporated into that period's Threshold Progress Report. i ir i E&A BKE 7064 Davis Creek Road 1334 Walnut Street Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone:(904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 ' Baker Baker Klein Engineering, PL. Ellis Ussociates inc. Klein STRUCTURAL ENGINEERING SERVICES — --------------------.------__.,____--..___.___...__._ ENGINEERING,o.. Geotechnical ■ Materials Testing • Environrnental Integrated Engineering Services since 1970 We appreciate this opportunity to be of service on this project. Should you have any questions or comments regarding this report,please contact us. Respectfully Submitted, Baker Klein ngineering,P.L. Christopher R, Sube, P.E. Special Inspector No. 7023857 Licensed, Florida 58290 Distribution: File (2 Copies) LA Fitness International,LLC (1 Copy) Attn: Mr. Robert H. Stephens 4350 Georgetown Square, Suite 709 Atlanta, GA. 30338 City Of Atlantic Beach (1 Copy) a" Attn: Mr. Michael Griffin City of Atlantic Beach 800 Seminole Road *- Atlantic Beach, Florida 32233 Cuhaci& Peterson (1 Copy) A Attn: Tony Laudani 1925 Prospect Avenue Orlando,FL 32814 �* Impact Construction (1 Copy) Attn: Mr. Jerry King 7525 E. 39th Street- Suite 1100 Indianapolis, IN 46226-5157 McElory Engineering,LLC (1 Copy) Attn: Mr. Craig E. McElory, P.E. 1925 Prospect Avenue Orlando, FL 32814 E&A BKE 7064 Davis Creek Road 1334 Walnut Street w.• Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone: (904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 O. .. TABLE OF CONTENTS APPENDIX A: Threshold Inspection Reports ,. APPENDIX B: Non-Compliance Record APPENDIX C: Photographs of the Subject Project '"" APPENDIX D: Correspondence APPENDIX A Threshold Inspection Reports ' Ellis&Associatesm. Kle n Baker Kleinjn�neerin� , eSTRUCTURALENG St�:ICE Geotechnical ■ Materials Testing ■ Environmental Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 026 A* Job No.: 3791-0003 Date: 08/07/2012 Job Location: Weather: Clear 985 Atlantic Blvd. Client: LA Fitness International,LLC Contractor: Impact Construction The following threshold items were inspected on this date: Component: Slab on Grade Elements: Hole Depth Location: .9-4.8 and B-2.2 to B-7.1 Noted deviations,or deficiencies,etc.: The items listed above have been installed as shown on the detail drawings and appear to be in general compliance with the project documents. �. Few holes were marked where additional depth is required. E&A Representative: Raoaa F. Essa,E.I. ommunicated to: Jerry Kin BKE Representative:. resenting: E&A BKE w 7064 Davis Creek Road 1334 Walnut Street Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone:(904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 e■ 00 MI Ellis_Uss_ociatesinc. Baker Baker Klein Engineering, PI.. Klein STRUCTURAL ENGINEERING SEWICES Geotechnical a Materials Testing ■ Environmental ENGINEERING, OR integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 027 Job No.: 3791-0003 Date: 08/15/2012 Job Location: Weather: Clear 985 Atlantic Blvd. .. Client: LA Fitness International,LLC Contractor: Impact Construction The following threshold items were inspected on this date: Component: Slab on Grade Elements: Reinforcing Steel Location: .9-4.8 and B-2 to B-7.1 Noted deviations,or deficiencies,etc.: The items listed above have been installed as shown on the detail drawings and appear to be in general compliance with the project documents. E&A Representative: Raoaa F. Essa,E.I. ommunicated to:Jerry Kin BKE Representative% resenting: E&A BKE 7064 Davis Creek Road 1334 Walnut Street Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone:(904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 ■w s• ' Ellis&Associates��. Kik n 'LBa"kerr.Klein Engineering, PL. Geotechnical ■ Materials Testing ■ EnvironmentaltKKleiiNG. TURAL ENGINEERINGSc9`.'ICES r Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach an THRESHOLD INSPECTION REPORT NO. 028 — Job No.: 3791-0003 Date: 08/17/2012 Job Location: Weather: Clear 985 Atlantic Blvd. Client: LA Fitness International,LLC Contractor: Impact Construction The following threshold items were inspected on this date: Component: Curbs w. Elements: Reinforcing Steel Location: -2.2 to B-7.1 Noted deviations,or deficiencies,etc.: The items listed above have been installed as shown on the detail drawings and appear to be in general compliance with the project documents. E&A Representative: Raoaa F. Essa,E.I. ommunicated to:J Kin BKE Representative:. epresenting: 4. E&A BKE 7064 Davis Creek Road 1334 Walnut Street Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone:(904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 APPENDIX B Non-Compliance Record P po w C C N_ O r Nom-• :3 ow O o ++ o '3 U U rq D s. V5 U 00 y O a Y •bcl O w CA n p end w N O b cam? U cd 4� t C b0 cN0 ca N O Y Q, A N v o o •Q 3 -� � a -" - co w L U U00 cu cog u Y o 0 on ° c c o '� Y y o a x ° Ca a cd cln16 o b Q 7 O O 'p p = cd V .� N 00 •G. y 3 3 ° a a CG 3 CA v� s y. 00 .: . i H C, 00 t N coV c o � o 0 o a � a, r. 1.0 4-9 fSi U Uoo U U C tC C aZ C ^� N M tn 00 U C 0 Z A oft ow a� cl � o as � N m O C p• O O a F� ,. 3 "" m L c o y N ++ c 3 E o ° ii z V o g a� ¢ � s Y M tw ° a r u C t� C a C O z APPENDIX C Photographs of the Subject Project EUMASSOCIMS. LA Fitness—Atlantic Beach 7 Y {l ��•T } pm am k. r' Photograph 1 —August 15, Slab on Grade C.9-4.8 Photograph 2—August 15, Slab on Grade B-2.2 to B-7.1 4" August Photos 1 August 2012 ww r MI Ellin Associatesinc. LA Fitness—Atlantic Beach Photograph 3—August 17,Curb at B-2.2 to B-7.1 r r r r i August Photos 1 August 2012 Ow r i APPENDIX D Correspondence i i PROJECT NO: 3791-0005 J LAB NO: 71586 EllinAssociatesinc, DATE TESTED: 06/11/2012 7064 Davis Creek Road REPORT NO: 1-0009 Jacksonville,FI 32256 ., (904)880-0960 Office DATE: 08/07/2012 (904)880-0970 Fax PREVIOUS: 07/10/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd, Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 s, Material Delivered:5000 PSI Concrete Date Molded: 06/11/2012 Date Received: 06/12/2012 Pour Location: Auger Cast Piles Located Inside Bldg, Piles 11, 8, 11R, 14 Spec.Requirements: 5,000 PSI Air Temp: 83°F Concrete Temp: 85°F Weather: Truck No: 24880 Ticket No: 54474063 Supplier: Cemex Time Sampled: 11:45 am Time Batched: 08:48 am Size of Load/On Project: 5/16 yd" Wet Unit Weight: Slump: Specimens Molded By: Chris Olsen Air: Add'I Slump: Water Added: 0 Gal Mix Code: 1028490 Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested �■ Specimen (in.) (in.) (in') (date : days) (Ibs) (PSI) (PSI) By Comments A 2.02 4.04 06/18/12 : 7.00 9,600 2,376 BB B 2.01 4.04 06/18/12 : 7.00 10,315 2,553 2,464 BB �• C 2.02 4.06 07/09/12 : 28.00 16,515 4,068 BB D 2.03 4.10 07/09/12 : 28.00 15,310 3,734 3,901 BB E 2.05 4.14 08/06/12 : 56.00 18,225 4,402 BB ,,■ F 2.02 4.06 08/06/12 : 56.00 20,795 5,122 4,762 BB Remarks: 7 day compressive strength is less than 70%of the 28 day compressive strength. Test Method (As Applicable): C780-A7, C109 r r Orig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Ann:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM r PROJECT NO: 3791-0005 J . LAB NO: 71624 Ellis�ASSOC111teilinc. DATE TESTED: 06/12/2012 7064 Davis Creek Road REPORT NO: 1-0010 Jacksonville,FI 32256 DATE: 08/09/2012 r (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 08/07/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES w. PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 Material Delivered:5000 PSI Concrete Date Molded: 06/12/2012 Date Received: 06/13/2012 Pour Location: Auger Cast Piles Located Inside Bldg, Piles, 7, 2, 17 Spec.Requirements: 5,000 PSI Air Temp: 860F Concrete Temp:88°F Weather: Truck No: 22630 Ticket No: 54474086 Supplier: Cemex Time Sampled: 01:25 pm Time Batched: 11:31 am ■ Size of Load/On Project: 4/16 yd' Wet Unit Weight: Slump: Specimens Molded By: Chris Olsen Air: Add'I Slump: Water Added: 0 Gal Mix Code: 1028490 Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested Specimen (in.) (in.) (in') (date : days) (Ibs) (PSI) (PSI) By Comments A 2.01 4.08 06/19/12 : 7.00 14,450 3,542 BB B 2.02 4.08 06/19/12 : 7.00 14,890 3,650 3,596 BB C 2.04 4.12 07/10/12 : 28.00 13,920 3,379 BB D 2.05 4.14 07/10/12 : 28.00 12,370 2,988 3,184 BB E 2.05 4.10 08/07/12 : 56.00 23,785 5,801 BB F 2.03 4.08 08/07/12 : 56.00 25,935 6,357 6,079 BB Remarks: 28 Day compressive strength is less than the required strength. Test Method (As Applicable): C780-A7, C109 Ong:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis S Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Chief Engineer (RFE) Licensed,Florida No.44755 �Iw THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM IR PROJECT NO: 3791-0005 J LAB NO: 71668 Ellin Associatesins. DATE TESTED: 06/13/2012 7064 Davis Creek Road REPORT NO: 1-0013 Jacksonville,FI 32256 DATE: 08/09/2012 am (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 07/17/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES 41M PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens on REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 ow TEST RESULTS Page 1 of 1 ,■. Material Delivered:5000 PSI Concrete Date Molded: 06/13/2012 Date Received: 06/14/2012 Pour Location: Auger Cast Piles Located Inside Bldg, Pile 66, 98, 15 Spec.Requirements: 5,000 PSI Air Temp: 87°F Concrete Temp: 88°F Weather: Inside Truck No: 26447 Ticket No: 54740898 Supplier: Cemex Time Sampled: 11:30 am Time Batched: 09:21 am Size of Load/On Project: 5/16 yd' Wet Unit Weight: Slump: Specimens Molded By: Chris Olsen Air: Add'I Slump: Water Added: 0 Gal Mix Code: 1028490 Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested *■ Specimen (in.) (in.) (in') (date : days) (Ibs) (PSI) (PSI) By Comments A 2.00 4.02 06/20/12 : 7.00 11,775 2,929 JJS B 2.02 4.06 06/20/12 : 7.00 11,055 2,723 2,826 JJS •` C 1.99 3.98 07/11/12 : 28.00 15,935 4,004 BB D 1.99 3.98 07/11/12 : 28.00 16,385 4,117 4,060 BB E 1.99 4.00 08/08/12 : 56.00 21,410 5,352 BB F 1.99 4.02 08/08/12 : 56.00 19,500 4,851 5,102 BB Remarks: 28 Day compressive strength is less than the required strength. Test Method (As Applicable): C780-A7, C109 Ong:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, # 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis S Associates, Inc. igned Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Chief Engineer (RFE) Licensed,Florida No.44755 e�• THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 3791-0005 Ellis a Associates in& LAB NO: 71736 DATE TESTED: 06/14/2012 7064 Davis Creek Road REPORT NO: 1-0014 Jacksonville,FI 32256 DATE: 07/17/2012 (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 07/17/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens ,., REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 so TEST RESULTS Page 1 of 1 Material Delivered:5000 PSI Concrete Date Molded: 06/14/2012 Date Received: 06/15/2012 Pour Location: Auger Cast Piles Inside Bldg, Pile 36, 35, 34, 33 Spec. Requirements: 5,000 PSI Air Temp: 88°F Concrete Temp:89°F Weather: Inside Truck No: 22630 Ticket No: 54474098 Supplier: Cemex Time Sampled: 03:00 pm Time Batched: 01:37 pm a- Size of Load/On Project: 4/16 yd' Wet Unit Weight: Slump: Specimens Molded By: Chris Olsen Air: Add'I Slump: Water Added: 0 Gal Mix Code: 1028490 Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested Specimen (in.) (in.) (int) (date : days) (Ibs) (PSI) (PSI) By Comments A 2.02 4.08 06/21/12 : 7.00 6,065 1,487 JJS B 2.01 4.04 06/21/12 : 7.00 6,600 1,634 1,560 JJS .. C 2.03 4.14 07/12/12 : 28.00 14,620 3,531 BB D 2.02 4.12 07/12/12 : 28.00 13,100 3,180 3,356 BB E 2.01 4.08 08/09/12 : 56.00 19,245 4,717 BB F 2.03 4.08 08/09/12 : 56.00 19,720 4,833 4,775 BB Remarks: 28 Day compressive strength is less than the required strength. Test Method(As Applicable): C780-A7, C109 Orig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Chief Engineer (RFE) Licensed,Florida No.44755 t�• THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM IMs PROJECT NO: 3791-0005 Ellis�Asseciatesinc, LAB NO: 71797 DATE TESTED: 06/15/2012 7064 Davis Creek Road REPORT NO: 1-0015 Jacksonville,FI 32256 DATE: 08/10/2012 (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 06/19/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd, Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 Material Delivered:5000 PSI Concrete Date Molded: 06/15/2012 Date Received: 06/18/2012 Pour Location: Auger Cast Piles Inside Bldg, Piles 62, 76, 93, 47, 61 Spec. Requirements: 5,000 PSI Air Temp: 84°F Concrete Temp: Weather: Inside Truck No: 29471 Ticket No: 54474110 Supplier: Time Sampled: 03:00 am Time Batched: 12:40 pm Size of Load/On Project: 5/16 yd' Wet Unit Weight: Slump: Specimens Molded By: Chris Olsen Air: Add'I Slump: Water Added: 0 Gal Mix Code: Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested �. Specimen (in.) (in.) (int) (date : days) (Ibs) (PSI) (PSI) By Comments A 2.02 4.06 06/22/12 : 7.00 4,460 1,099 JJS B 1.99 4.02 06/22/12 : 7.00 3,355 835 967 JJS C 2.01 4.04 07/13/12 : 28.00 5,310 1,314 BB D 2.00 4.02 07/13/12 : 28.00 5,845 1,454 1,384 BB E 2.03 4.02 08/10/12 : 56.00 6,270 1,560 BB F 2.00 4.02 08/10/12 : 56.00 7,915 1,969 1,764 Remarks: 7 day compessive strength is less than 70%of the requirment 28 day strength. Test Method (As Applicable): C780-A7, C109 Orig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM so PROJECT NO: 3791-0005 EllimAssociatesinc. LAB NO: 06/21/A e. DATE TESTED: 06/21/2012 7064 Davis Creek Road REPORT NO: 1-0024 Jacksonville,FI 32256 DATE: 08/17/2012 so (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 07/19/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES PROJECT: Jacksonville Atlantic Beach 1W 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens 00 REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 MW TEST RESULTS Page 1 of 1 Material Delivered:5,000 PSI Concrete Date Molded: 06/21/2012 Date Received: 06/22/2012 Pour Location: Inside Building,Auger Cast Piles 136, 107, 112, 115 and 119. Spec.Requirements: 5,000 PSI Air Temp: 86°F Concrete Temp: Weather: Cloudy Truck No: 24877 Ticket No: 54741125 Supplier: Cemex Time Sampled: 02:45 pm Time Batched: 01:08 pm Size of Load/On Project: 5 yd Wet Unit Weight: Slump: Specimens Molded By: Olsen, Chris Air: Add'I Slump: Mix Code: 1028490 Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested Specimen (in.) (in.) (int) (date : days) (Ibs) (PSI) (PSI) By Comments A 1.98 1.98 3.86 06/28/12 : 7.00 14,870 3,852 BB B 1.99 1.99 3.86 06/28/12 : 7.00 13,740 3,560 3,706 BB .. C 1.99 3.98 07/19/12 : 28.00 17,450 4,384 BB D 2.00 4.00 07/19/12 : 28.00 14,885 3,721 4,052 BB E 2.01 3.98 08/16/12 : 56.00 19,995 5,024 BB F 1.99 4.00 08/16/12 : 56.00 21,065 5,266 5,145 BB Remarks: C780-A7, C109 Test Method (As Applicable): Ong:to Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King a. Ellis 8 Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician:Chris Olsen Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM r PROJECT NO: 3791-0005 on Ellis& Asseciatesin LAB NO: 2 DATE TESTED: 06/06/26/2/2 012 7064 Davis Creek Road REPORT NO: 1-0025 Jacksonville,FI 32256 DATE: 08/24/2012 ,o (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 07/25/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES A PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens �,. REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 dft TEST RESULTS Page 1 of 1 Material Delivered:5,000 PSI Concrete Date Molded: 06/26/2012 Date Received: 06/27/2012 Pour Location: Inside Building-Auger Cast Piles 72, 29,43, 57 and 71. Spec. Requirements: 5,000 PSI Air Temp: 82°F Concrete Temp: Weather: Light Rain Truck No: 26432 Ticket No: 54741215 Supplier: Cemex Time Sampled: 02:15 pm Time Batched: 12:10 pm Size of Load/On Project: 5 yd' Wet Unit Weight: Slump: Specimens Molded By: Olsen, Chris Air: Add'I Slump: Mix Code: Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested Specimen (in.) (in.) (int) (date : days) (Ibs) (PSI) (PSI) By Comments A 1.99 4.00 07/03112 : 7.00 10,645 2,661 BB B 1.97 3.98 07/03/12 : 7.00 10,890 2,736 2,698 BB C 2.00 4.04 07/24/12 : 28.00 12,275 3,038 BB D 1.99 4.04 07/24/12 : 28.00 13,520 3,347 3,192 BB E 1.98 4.00 08/21/12 : 56.00 22,020 5,505 BB F 1.96 3.98 08/21/12 : 56.00 22,760 5,719 5,612 BB Remarks: 7 day compessive strength is less than 70%of the requirment 28 day strength. Test Method (As Applicable): C780-A7, C109 Ong:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis 8r Associates, Inc. .. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician:Chris Olsen Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.TH�SE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 3791-0005 LAB NO: 72166-A Ellin Asseciatesinc DATE TESTED: 06/28/2012 7064 Davis Creek Road REPORT NO: 1-0028 Jacksonville,FI 32256 DATE: 08/15/2012 (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 07/27/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 ,. Material Delivered:5000 PSI Concrete Date Molded: 06/28/2012 Date Received: 06/29/2012 Pour Location: Inside Building- Auger Cast Piles 6A, 7A and 8A. Spec.Requirements: 5,000 PSI Air Temp: 87°F Concrete Temp: Weather: Clear Truck No: Ticket No: 30198124 Supplier: Cemex Time Sampled: Time Batched: 06:47 am .. Size of Load/On Project: Wet Unit Weight: Slump: Specimens Molded By: Olsen, Chris Air: Add'I Slump: Water Added: 0 Gal Mix Code: 1028490 ow Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested -• Specimen (in.) (in.) (int) (date : days) (Ibs) (PSI) (PSI) By Comments A 2.00 1.98 3.96 07/05/12 : 7.00 10,235 2,585 BB B 2.01 1.98 3.96 07/05/12 : 7.00 11,620 2,934 2,760 BB +■ C 1.99 3.98 07/26/12 :28.00 12,620 3,171 BB D 2.00 3.98 07/26/12 : 28.00 12,150 3,053 3,112 BB E 1.99 3.98 08/23/12 : 56.00 18,865 4,740 BB F 2.01 4.02 08/23/12 : 56.00 16,230 4,037 4,388 BB Remarks: 7 day compessive strength is less than 70%of the requirment 28 day strength. Test Method (As Applicable): C780-A7, C109 Orig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, ww 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician:Chris Olsen Chief Engineer (RFE) Licensed,Florida No.44755 • THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND 70 THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM M■ PROJECT NO: 3791-0005 LAB NO: 72876-A Ellin Associates in& DATE TESTED: 07/20/2012 7064 Davis Creek Road REPORT NO: 1-0036 Jacksonville,FI 32256 DATE: 08/20/2012 (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 08/06/2012 REPORT OF: COMPRESSIVE STRENGTH OF CUBES PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens �,. REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 Material Delivered:5000 PSI Concrete Date Molded: 07/20/2012 Date Received: 07/21/2012 Pour Location: ACIP Piles: 80, 81, 89, 90, 96, & 102 Spec. Requirements: 5,000 PSI Air Temp: 78OF Concrete Temp: Weather: Truck No: 100248 Ticket No: 32174599 Supplier: Cemex Time Sampled: 09:00 am Time Batched: 07:16 am �. Size of Load/On Project: 5 yd' Wet Unit Weight: Slump: Specimens Molded By: Olsen, Chris Air: Add'I Slump: Water Added: 0 Gal Mix Code: 1028490 Im Total Unit Average Depth Width Area Age Tested Load Load Unit Load Tested Specimen (in.) (in.) (in Z) (date : days) (Ibs) (PSI) (PSI) By Comments A 1.97 3.92 07/27/12 : 7.00 13,170 3,360 BB B 1.95 3.88 07/27/12 : 7.00 14,270 3,678 3,519 BB *■ C 1.95 3.86 08/17/12 : 28.00 14,890 3,858 BB D 1.95 3.92 08/17/12 : 28.00 17,330 4,421 4,140 BB E 09/14/12 : 56.00 F 09/14/12 : 56.00 Remarks: C780-A7, C109 Test Method (As Applicable): Orig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, mw. 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician:Chris Olsen Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE($)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM w PROJECT NO: 3791-0005 LAB NO: 73364 Ellis&Associatesinc. DATE TESTED: 07/30/2012 7064 Davis Creek Road REPORT NO: 1-0037 Jacksonville,FI 32256 DATE: 08/09/2012 (904)880-0960 Office (904)880-0970 Fax REPORT OF: STEEL OBSERVATION PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd, Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 w TEST RESULTS Page 1 of 1 an Date: 07/30/2012 Location: Roof Deck at Basketball Court on On this date, a representative of Ellis&Associates, Inc. visited the above referenced project site to inspect the following: Roof Deck at the Basketball Court and the Lower Roof at the Court surround. ,�,.. The following are the results of our inspection: • The welds need to be installed or repaired at the marked location. • A reinspection is required. Thank you for allowing Ellis&Associates, Inc.the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments regarding this report, please contact our office. Crig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King *■ Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Scott Wallingford Chief Engineer (RFE) Licensed,Florida No.44755 PM THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM 4W 1.. PROJECT NO: 3791-0005 E11189ASSOCIMOSInc, LAB NO: 06 DATE TESTED: 08/08/06/2012 7064 Davis Creek Road REPORT NO: 1-0038 Jacksonville,FI 32256 DATE: 08/09/2012 e>• (904)880-0960 Office (904)880-0970 Fax REPORT OF: STEEL OBSERVATION PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 e.. TEST RESULTS Page 1 of 1 ■' Date: 08/06/2012 Location: Roof Level and Entry Connections „s On this date, a representative of Ellis&Associates, Inc. visited the above referenced project site to inspect the following: Welded tube steel connection and beam to beam connections. The following are the results of our inspection: • Web Stiffener needs to be installed on Line B at Line 10. • Stiffener plates at beam to beam connections on Line B at Lines 8, 4 and 3 are not the full length between the beam flanges as per detail 7 on S7.0. • Splice plate at the top flange on the beam on detail 6 on S6.5 is installed under the top flange. Stiffener plates do not have full weld. • A reinspection is required. EOR response is needed for items 1, 2 and 3. Thank you for allowing Ellis&Associates, Inc.the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments regarding this report, please contact our office. Orig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Scott Wallingford Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 3791-0005 �. Ellis&ASSOC18teSinc, LAB NO: 74115 DATE TESTED: 08/20/2012 7064 Davis Creek Road REPORT NO: 1-0041 Jacksonville,FI 32256 DATE: 08/29/2012 w (904)880-0960 Office (904)880-0970 Fax REPORT OF: STEEL OBSERVATION PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 *� Date: 08/20/2012 Location: Roof Deck �. On this date, a representative of Ellis&Associates, Inc. visited the above referenced project site to inspect the following: Roof deck at the Basketball Court and surround; and the RTU opening decking installation. The following are the results of our inspection: • The welds from the previous inspection at the basketball roof were not all repaired. Two places at the surrounding area of the basketball court at the CMU walls did not have an angle for the deck attachment. �,. • The RTU openings need side lap fasteners and welds repaired and replaced. • A reinspection is required. Thank you for allowing Ellis&Associates, Inc.the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments regarding this report, please contact our office. 4M on Ong:LA Fitness International LLC Attn:Mr Bob Stephens (1-ac copy) Respectfully Submitted, on 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician:Scott Wallingford Chief Engineer (RFE) Licensed,Florida No.44755 on THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM an PROJECT NO: 3791-0005 Ellin �. LAB NO: 74340 Asseciatesi� DATE TESTED: 08/22/2012 7064 Davis Creek Road REPORT NO: 1-0043 Jacksonville,FI 32256 �■ (904)880-0960 Office DATE: 08/29/2012 (904)880-0970 Fax REPORT OF: STEEL OBSERVATION PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens �.. REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 Date: 08/22/2012 Location: High Roof On this date, a representative of Ellis&Associates, Inc. visited the above referenced project site to inspect the following: High roof deck. .. The following are the results of our inspection: • Some welds need to be repaired as marked. A reinspection is required. e. Thank you for allowing Ellis&Associates, Inc. the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments regarding this report, please contact our office. Ong:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Scott Wallingford Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM McEtt'OI,J. ngineerin INSPECTION REPORT # 001 STRUCTURAL DESIGN GROUP PROJECT: -T-DA LA FITNESS ATLANTIC BEA( II , 8/18/2012 L. CATION: PAGE: A'T'LANTIC BEACH, FLOR11) 1 1 of 2 PERMIT AGENCY: PROJECT NO: CITY OF ATLANTIC BEACH 4212_02 CLIENT: -- y i fNSPECTOR.--_ --- C1JHACI& PETERSON — -- CRAIG MCF..LROY Th site was visited to observe the construction to date. The following was noted: i (I)l Part of the slab reinforcement along the front was ready for inspection. See pictures 001-008.Additional bottom r5 reinforcement per plan note#7&#8 on S-1.2 was not placed. Add reinforcement per the structural drawings. (2) Concrete has spatted at the HSS8x8 beam header connection between-rids 2&2.1 --see pictures 009-013. Remove all spalled concrete and patch with SikaTop 123 Plus per the manufacturer's written procedure. Provide 1!8'"sap between the existing nut and the end plate-tack weld nut in two locations each nut to secure. Provide additional 3-8"'x 9 high x 10" long plate at inside face of column with(2)5/8-diameter 1lilti HY 150 Max epoxy anchors, 3'.2"embedment and 6" minimum edge distance. Weld end of neve plate to HSS column with fillet weld using steel tiller plates as required. Provide horizontal slots with 1'8"gap each side at new epoxy anchors. I (3) HSS8x4x':column at 10.5/13 is not erected at the end of the existing wall as required. See pictures 080-084. Add new I1SS8x4x' at end of wall and connect to the existing concrete column per the structural drawings. Weld new horizontal I 1-lSS8x4x5%16 tiller beams between HSS8x4 columns at the existing HSS beam elevations,two(2)at the roof beam elevation and as required to limit the maximum space to 6'-0". Steel detailer must submit steel shop drawings for review. (4) Metal deck openings 12"wide and larger must be reinforced with 1-3x3x',s angle frames per 9,"S-6.8. Deck openings greater than 42"shall be reinforced with 1-4x,tx'4 angle frames per 8'S-6.8. See pictures 019-024 and 049. (5)i Single plate connection at existing W30 beam connection to new beam along-13" line appears to be complete. See pictures 027.028,033,095, 125& 138. Threshold Inspector must confirm. (6) Existing diagonal angle brace was missing along grid"12"at the existing concrete column between C&D. Provide new diagonal brace to match the existing wall bracing. See pictures 031&035. I l (7) 1:xisting metal roof deck along the front was removed. Replace deck and fasten deck per"2'S-1.4" fastener plan. Reference pictures 033.084,090.091-094, 124, 135-138& 143 ' 1835 Edgewater Or Orlando FI 32804 PA07 245 8775 F:407 245 8744 www.McEiroyEng.com McEtroyEnginet INSPECTION REPORT # 001 STRUCTURAL DESIGN GROUP PROJECT: __-- ----,_--- --DATE: L: LA FITNESS ATLANTIC BEA( 11 8AG[2012 LOCATION: - ATLANTIC BEACH, FLORIDA 2 of 2 (8) New beam reinforcement along 3 between 11.4 and N was complete. Reference pictures 037-043. Threshold Inspector must confirm. (91 Steel framing at basketball area was near completion. 'Threshold Inspector must complete their inspection. Reference 1 pictures 051-063 and 099-104. (16) Pool and spa construction was in progress. See pictures 071-077. (1 1) Slab in till at C.9i4.8 was ready for inspection. No exception taken. See pictures 107& 108. (1 1) Placement of infill roof deck at old RTU locations was in progress. Reference pictures 111. 112& 133. No exception taken. (1 ) Placement of RTU curbs was in progress. Reference pictures 110. 1 14-1 19, 143. 144& 148. Anchors at curbs must be _placed at the center of the curb bottom flange. Provide a minimum',"edge distance from the edge ofthe curb flange to —� the center of the bolt. Provide oversized washers when anchors are not centered on the curb. (1 Erection ofcrownlentry structure was in progress. Reference pictures 016-018,030,085-090, 136-135& 139-142. Please contact our oftiee with any questions regarding this report. Reviewed by, cc: Joe Lara. Cuhaci & Peterson Daniel Barrett, Cuhaci & Peterson File Cr iia E. 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Ellin Associates in, LAB NO: 74338 DATE TESTED: 08/21/2012 7064 Davis Creek Road REPORT NO: 1-0042 Jacksonville,FI 32256 •„ (904)880-0960 Orae DATE: 08/29/2012 (904)880-0970 Fax REPORT OF: STEEL OBSERVATION �. PROJECT: Jacksonville Atlantic Beach 985 Atlantic Blvd,Atlantic Beach, Duval County, FL ATTENTION: Mr Bob Stephens REPORTED TO: LA Fitness International LLC Suite 709 4350 Georgetown Square Atlanta, GA 30338 TEST RESULTS Page 1 of 1 ** Date: 08/21/2012 Location: Roof Deck On this date, a representative of Ellis&Associates, Inc. visited the above referenced project site to reinspect the following: Roof deck at the basketball court and the existing RTU opening decking. The following are the results of our inspection: • The decking in these locations appears to be in general compliance with the project documents provided. Thank you for allowing Ellis&Associates, Inc.the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments regarding this report, please contact our office. r F r r F Ong:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 1-ec Impact Construction Management LLC Attn:Mr Jerry King Ellis&Associates, Inc. Signed Original on File Nerner(Nick)Y.Oweis,P.E. Technician: Scott Wallingford Chief Engineer (RFE) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM 1 1 1 1 1 � 1 1 1 1 1 1 � 1 1 1 i 1 I i 1