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THRESHOLD INSP REPORT 2012 RENOVATION 985 ATLANTIC BLVD 2012 F Ellis&Assin, 4 Geohnical ■ Materials Testing ■ Environmental rnte grated Engineering Services since 1970 ' f t ^ f3{ td t, t ILA :Fitness .international, LL ' i 'Jacksonville Atlantic Beach Threshold Inspection Report (E&A Project #3 791-0003) May 2012 LAIFITNESSi Fr. E111s&Assaeiatesw.. L7i Geotechnical • Materialsting • Envrronmental s�w�ic t,anc trvcar�sEww�sFwv,css integrated Engineering Services sine*1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 002 Job No.: 3791-0003 Date: 5/31/2012 Job Location: I 985 Atlantic Blvd. Weather: Rainy Client: LA Fitness International,LLC Contractor: Impact Construction The following threshold items were inspected on this date: Component: Slab on Grade Elements: Embedment Holes for reinforcement steel embedded into Existing slab. Location: Slab near G-10 Noted deviations,or deficiencies,etc.: Checked all the holes. All holes were over 6"deep. E&A Representative: Raoaa F.Essa ommunicated to: Jerry Kin BKE Representative:. [Representing: 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 I Ellis$�ASSOCI LKIeln ker Baker Klein 11 II1Qe1"lll�I L. [:R!NG.,, STRU L r I a.-\ Edi U SERVICES Geotecnr}ical ■ Materials bstrg ■ &Vrorirrierital Integrated Engineering Services since 1970 June 15, 2012 Mr. Michael Griffin City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233 Subject: Threshold Inspection-Monthly Report No. 1 LA Fitness Atlantic Beach Jacksonville, Florida Project No. 3791-0003 Permit No. B12-0066 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. 1 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 availablero'ect documents p prepared by Cuhaei & Peterson Ar hi Engineers (Planners, dated January 27, 2012. In general the work activities performed during the period of May 1 through May 31, 2012 includes Cast In-Place concrete inspections for slab on grade. 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 No. 1 and 2 performed during the period of May 1 through May 31, 2012. The Construction Materials Testing (CMT) reports were reviewed and no deficiencies were noted. The I include concrete testing and in-place density testing. These reports are available, if requested. Relevant items pertaining to the structure that have been inspected by our personnel and appear to deviate from available contract documents that have been approved by the Engineer of Record(EOR)are listed in the threshold inspection reports, and in the Non-Compliance Record. The non-compliant items will remain on the Non-Compliance Record until written response is submitted by the EOR. Responses properly issued by the EOR and received by this office will be incorporated into that period's Threshold Progress Report. E&A BKE 7064 Davis Creek Road 1334 Walnut Street *' Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone:(904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 Ellis Ussaciatesm.. LNGINEERING�el BalcerTl�leia� Engi�lee�~its::0 +----- --- , PUCTUTn'Al_E,C":Eti_RING;ER`s"ICES ��. Geotc-Oncal ■ Materials Tast r,g a EnvirorzrTiental 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 Submittc?, Baker Klein Eagineerin P.L. Christopher l(. Sube,P.E. Special Inspector No. 7023857 Licensed,Florida 38290 Distribution: File (2 Copies) LA Fitness International,LLC (1 Copy) Attn: Mr.Robert H. Stephens 4350 Georgetown Square, Suite 709 Atlanta, GA. 30338 City Of Atlantic Beach (1 Copy) Attn: Mr. Michael Griffin City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Cuhaci& Peterson (1 Copy) Attn: Tony Laudani 1925 Prospect Avenue Orlando,FL 32814 Impact Construction (1 Copy) Attn: Mr. Jerry King 7525 E. 39th Street- Suite 1100 Indianapolis, IN 46226-5157 McElory Engingeering,LLC. (1 Copy) Attn: Mr. Craig E. McElory, P.E. 1925 Prospect Avenue Orlando, FL 32814 E&A BKE 7064 Davis Creek Road 1334 Walnut Street Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone:(904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 TABLE OF CONTENTS APPENDIX A: Threshold Inspection Reports p ► APPENDIX B: Non-Compliance Record APPENDIX C: Photographs of the Subject Project OR a�* APPENDIX A Threshold Inspection Reports _ E_ 111MUsOCiates �/�keh Baker Klein Engineering, PL. �� Kleiii STRUCrUaA� E:iGstdEERRdG SERVES Geotechnical • Materials Testing • �Env�ronmental fNCANORiNG, Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 001 Job No.: 3791-0003 Date: 5/30/2012 Job Location: 985 Atlantic Blvd. Weather: Clear Client: LA Fitness International,LLC Contractor: Impact Construction F llowing threshold items were inspected on this date: nent: Slab on Grade Elements: Horizontal Reinforcement,vapor barrier,spacing,lap,and clearance Location: E.5-12 to D-12 to E.5-8 to D-8 Noted deviations,or deficiencies,etc.: The items listed above have been installed as shown on the detail drawings and appear to be in general compliance with the project documents. The embedment depth of the rebar tying into the existing slab was not checked since the rebars were already installed and epoxied. E& R esentative: Raoaa F.Essa Id to: J Kin Resentatia resentin : E&A BKE 7064 Davis Creek Road 1334 Walnut Street Jacksonville,FL 32256 Jacksonville,FL 32206 Phone:(904)880-0960 Phone:(904)356-8520 Fax:(904)880-0970 Fax:(904)356-8524 am �Blker Baker Klein Engineering, PL. MIE111MAssociatesw. eulGeotechnical a Materials Testing ■ Environmentalura cr�aan�eraGNFw ��Sayses iNCANIMN""r Integrated Engineering Servkes since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 002 Job No.: 3791-0003 Date: 5/31/2012 Job Location: 985 Atlantic Blvd. Weather: Rainy Client: LA Fitness International,LLC Contractor: Impact Construction The following threshold items were inspected on this date: Component: Slab on Grade Elements: Embedment Holes for reinforcement steel embedded into Existing slab. Location: Slab near G-10 Noted deviations,or deficiencies,etc.: Checked all the holes. All holes were over 6"deep. E&A Representative: Raoaa F. Essa ommunicat'd 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 APPENDIX B Non-Compliance Record Mw F I T IT o � y a � 0 y a o C LL A Li M Q •; c a G o i+ M : c �. g o c yz a az a 0 Am z APPENDIX C Photographs of the Subject Project LA Fitness—Atlantic Beach 4,m Photograph 1 -May 30, Slab on Grade. J Photograph 2-May 30, Slab on Grade May Photos.doc May 2012 w� Ellis& inc. Geotechnical ■ Materials Testing ■ Environmental Integrated Engineering Services since 1970 a 7 f t 6 ' I F �orporate Headquarters/7064 Davis Creek Road /Jacksonville, FL 32256/(904) $80-0960 I Brunswick Branch/227 Rose Drive/Brunswick,Cry 31520/(912)279-0085 www e1lispssoc com Serving Northeast& Central Florida,, 4nd;Sbutheast Georgia since 1970 L::�Aj E111sUssoclatesw. Geotechnical a Materials Testing a Environmental integrated Engineering Services since 1974 May 23, 2012 Mr.Michael Griffin City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233 Dear Mr. Griffin: Re: LA Fitness—Atlantic Beach Atlantic Beach,Florida Permit No.B 12-0066 Please be advised that the following special inspectors and delegates have been assigned to perform threshold inspections at the captioned property: • Mr. Christopher R. Sube,P.E. Baker Klein Engineering,Inc. Florida Special Inspector No.7023857,Florida P.E.No. 58290 1334 Walnut Street Jacksonville,Florida 32206 "7 (904)356-8520—Phone csube@bkeiax.com—Email I 1/1-1 • Raoaa F.Essa,E.L,Florida E.LT No. 1100012644 Project Engineer/Threshold Inspector Delegate Ellis&Associates, Inc. 7064 Davis Creek Road Jacksonville,Florida 32256 904-880-0960—Phone `� Lt r.essa o,ellisassoc.com—Email • Scott Wallingford,Florida Standard Inspection No.BN6297 Senior Inspector/Threshold Inspector Delegate h l 7064 Davis Creek Road Jacksonville,Florida 32256 904-886-5113—Phone s.wallin fg ordgellisassoc.com-Email Sincerely, N_ O et-'4 Nemer(Nick)Y.Oweis,P.E. Senior Project Manager Cc: Mr. Christopher R. Sube,P.E. 7064 Davis Greek Road Jacksonvil[10A 32256 p:944-880-0960 f:904-880-0970 Serving the Southeast since 1970. Offices: J sonville,FL and Brunswick,GA ellksassoc� 97 0 Ellwis&ftsociatesinc. i 42 technical ■ Materials Testing ■ Environmental to#egra#ed Engineering Services-since 1970 toIMI a :LA Fitness International', LLC Jacksonville Atlantic Beach Threshold Inspectio Re ort (E&A Project #3 791-0003) July 2012 - -atesBaku Baker Klein Engineering, P.L. STRUCTURAL.EN&N?EI EKING SERVICES im Kleir ENGINEER( Geotechnical a Materials Testing ■ Environmental Integrated Engineering Services since 1970 August 10, 2012 i I Mr.Michael Griffin City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Subject: Threshold Inspection-Monthly Report No. 3 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. 3 for the LA Fitness Atlantic Beach project located on 985 Atlantic Boulevard in Jacksonville, Florida. Our Servic' s 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 tie work activities performed during the period of July 1 through July 31, 2012 includes Cast In-Place co Crete inspections for slab on grade, pile caps, and concrete beam. 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. 16 through 25 performed during the period of July 1 through July 31, 2012. The Construction Materials Testing (CMT) reports were' reviewed and deficiencies were noted. The reports include concrete and grout testing,Auger Cast In-P ace(ACIP)piles monitoring, 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 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 ABalte Baker Klein Engineering, PL. Ellis kmiiKGINlee►� STRUCTURALSTRUCTURALENGINEERING SERVif ES :NffRi "", Geotechnical ■ Materials Testing a Environmental Integrated Engineering Services since 1970 We appreciate this opportunity to be of service on this project. Should you have any questions or comments regarding this report,please contact us. Respectfully Subtr ittPd, �, Baker Klei EnginQerf�g, L. Christopher R. Surae,-P,E: Special Inspector No. 7023857 Licensed, Florida 58290 Distribution: File (2 Copies) LA Fitness International,LLC (1 Copy) Attn: Mr. Robert H. Stephens 4350 Georgetown Square, Suite 709 Atlanta, GA. 30338 City Of Atlantic Beach (1 Copy) + Attn: Mr. Michael Griffin City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Cuhaci & Peterson (1 Copy) Attn: Tony Laudani 1925 Prospect Avenue Orlando,FL 32814 Impact Construction (1 Copy) Attn: Mr.Jerry King 7525 E. 39th Street - Suite 1100 low Indianapolis, IN 46226-5157 McElory Engineering,LLC (1 Copy) Attn: Mr. Craig E. McElory, P.E. 1925 Prospect Avenue Orlando,FL 32814 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 TABLE OF CO TENTS APPENDIX A: Threshold Inspection Reports APPENDIX B: Nc n-Compliance Record APPENDIX C: P otographs of the Subject Project APPENDIX D: C rrespondence f f Ili I APPENDI A Threshold Inspection Reports t r f i LtmiEIIIS&ASSOCIateS� B ``ker Baker Klein Engineering, P.L. STRUCTURAL ENGINEERING SERVICES Geotechnical ■ Materials Testing ■ Environmental NO `F'."`'. Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 016 M„ Job No.: 3791-0003 Date 7/02/2012 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: Pile Caps Elements: Reinforcing steel, and Anchor bolts. Location: .2-4.9, B-4.9,A.2-5.2,A.2-5.7,B-7.1, .2-7.1,B-8.7, B-9.3,B-9.9, and B-10.5 Noted deviations,or deficiencies,etc.: The items listed above have been installed as shown on the detail drawings and appear to be in general compliance with the project documents. Some of the piles were approximately 6 "to 1.5 feet off where it should be in the footings. The reinforcing steel was extended to cover the piles. EOR acceptance of pile locations is requested. E&A Representative: Raoaa F. Essa,E.I. Co municated to: Jerry King BKE Representative:. Re 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 7-RNU, aker KleinEngineering PL. Ellis&Associates . ,Geotechnical ■ Materials Testing ■ EnvironmentalEhGSTRUCTURAL ENGINEERING SERVICES Integrated Engineering Services since 1970 LA Fitness - Atlan is Beach THRESHOLD INSPECTIO REPORT NO. 017 Job No.: 3791-0003 Date 7/03/2012 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: Cast In Place Concrete Beam Elements: Reinforcing steel, and embed plates. Location: 1-1.2-12 to M-12, and M-8 to M-12 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. 4,000 Psi mix was used. Plans call for 5,000 psi mi Approved mix design call for 4,000 mix design. i I E&A Representative: Raoaa F. Essa, E.I. Communicated to: Jerry King BKE Representative:. Repr sentin : 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 Ellis&Associates. aker Baker Klein Engineering, PL. lein STRUCTURAL ENGINEERING SERVCES Geotechnical a Materials Testing a Environmental LENGNURNG. Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 018 Job No.: 3791-0003 Date 7/06/2012 Job Location: 985 Atlantic Blvd. Weather: Clear Client: LA Fitness International,LLC Con ractor: Impact Construction The following threshold items were inspected on this date: Component: Pile Caps Elements: Reinforcing steel, and Anchor bolts. Location: D-4.8,D-7.2,H.4-10, H.4-8,H.4-3 Noted deviations,or deficiencies,etc.: The items listed above have been installed as shown on the detail drawings and appear to be in general compliance with the project documents. Some of the piles were approximately 6 "to 1.5 feet off where it should be in the footings. The reinforcing steel was extended to cover the piles. EOR acceptances of pile locations are requested. E&A Representative: Raoaa F. Essa, E.I. lCommunicated to: Jerry King BKE Representative:. Re esenting: 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 I EllisUssociatesurc. !11,et; Baker Klein Engineering, PL. Geotechnical ■ Materials Testing ■ Environmental `cr' t�NG. STRUCTURAL ENGINEERING SERVICES Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 019 Job No.: 3791-0003 Date 7/18/2012 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 for reinforcing steel embedment into existing slab Location: H.4-8,H.4-10, &H.4-12 Noted deviations,or deficiencies,etc.: The holes were over 6 inches deep. I E&A Representative: Raoaa F. Essa,E.I. Communicated to: Jerry King BKE Re resentative% Re r senting: 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 9101isUssociatesm, B ker Baker Klein En ineeringpL. fein Engineering, Geotechnical ■ Materials Testing ■ Environmental ENGI IMNIG., STRUCTURAL ENGINEERING SEP.'CES Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 020 III + . Job No.: 3791-0003 Date 7/19/2012 Job Location: Wea her: Clear 985 Atlantic Blvd. Client: LA Fitness International,LLC Cont actor: Impact Construction The following threshold items were inspected on this date: Component: Slab on Grade Elements: Reinforcing Steel,dowels. Location: H.4-8,H.4-10, &H.4-12 Noted deviations,or deficiencies,etc.: The items listed above have been installed as shown Ion the detail drawings and appear to be in general compliance with the project documents. E&A Representative: Raoaa F. Essa,E.I. Com m unicated to: Jerry King BKE Representative:. Re r sentin : 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 a�ker Baker Klein Engineering, P.L. Ellis&Associates,. Lein STRUCTURAL ENGINEERING SERVICES Geotechnical ■ Materials Testing ■ Environmental r" NFERNG'" Integrated Engineering Services since 1970 LA Fitness - Atlain tic Beach THRESHOLD INSPECTION REPORT NO. 021 rJobNo.: 3791-0003 Dat : 7/19/2012 Location: We ther: Cloudy Atlantic Blvd.t: LA Fitness International,LLC Conractor: Impact Construction The followingthreshold items were inspected on this date: Component: Slab on Grade Elements: Hole Depth for reinforcing steel embed ent into existing slab Location: New piles added to replace non-existing piles in the basketball court at HA between 10 and 11.7 and L 5' E of 10. I Noted deviations,or deficiencies,etc.: The holes were over 6 inches deep. i I E&A Representative: Raoaa F.Essa,E.I. Communicated to: Jerry King BKE Re resentative% R 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 1° Fax:(904)880-0970 Fax:(904)356-8524 aker Baker Klein Engineering, PL. Elms&Associates w. lei„ SiF?t1CFURAI ENGICdEEPIPiG SES:"dCES Geotechnical ■ Materials Testing ■ Environmental ING E.RNG," integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 022 Job No.: 3791-0003 Date 7/23/2012 Job Location: Wea her: 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 for reinforcing steel embedm nt into existing slab Location: M-1 to H.4-3.5 „ Noted deviations,or deficiencies,etc.: The holes were over 6 inches deep. E&A Representative: Raoaa F. Essa,E.I. Co municated to: Jerry King BKE Re resentative:. Re 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 i� EllisUssodates� . Aker Baker Klein Engineering,. dein STRUCTURAL E"GINEERINC SERI".CES Geotechnical ■ Materials Testing ■ Environmental Integrated Engineering Services since 1970 LA Fitness - Atlan is Beach THRESHOLD INSPECTIO REPORT NO. 023 Job No.: 3791-0003 Date 7/24/2012 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 for reinforcing steel embedment into existing foundation Location: M-1 to H.4-1 and M-1 to M-2.1 I Noted deviations,or deficiencies,etc.: The holes were over 5 inches deep. E&A Representative: Raoaa F. Essa,E.I. Co municated to: Jerry King BKE Representative:. jReesentin 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 II LtsjEilis&Associates. aker baker Klein Engineering, P.L. Lein STRUCTURAL ENGINEERING SER''ICES Geotechnical a Materials Testing ■ Environmental ENG ER NG,. Integrated Engineering Services since 7970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 024 Job No.: 3791-0003 Date 7/26/2012 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 and Vapor barrier Location: M-1 to H.4-3.5 Noted deviations,or deficiencies,etc.: Pile caps were not per the project documents. A Reinspection is required. E&A Representative: Raoaa F. Essa,E.I. CorAmunicated to: Jerry King BKE Representative:. Re esentin : 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 a■ Eliis&Assaeiateslt�c. Baker Baker Klein Engineering, PL. Klein STRUCTURAL ENGINEERING SERVICES Geotechnical ■ Materials Testing ■ Environmental rwnNtr NG POP Integrated Engineering Services since 1970 LA Fitness - Atlantic Beach THRESHOLD INSPECTION REPORT NO. 025 Job No.: 3791-0003 Date: 7/27/2012 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 and Vapor barrier Location: M-1 to H.4-3.5 Reinspection al" 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. air E&A Representative: Raoaa F. Essa,E.I. lCommunicated to: Jerry King BKE Representative:. Re 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 APPENDIX B Non-Compliance Record c q N N O O � W o a on U b vU � cz w ccz V O O 3 O Q b4 bA 4.0 JD V •L pi ..� U N M A H Rei N U Y w a� O > > +� UPE Cl. - A o y o o� o � W o r x U Q — e9 o cc 0 Cys y fl u m c � H 0 o .2 Z _ i s V3 w> y po y _ c n 3 '° N N CU 3 0 Ln LL —, z > i o vi E cn 0 0 on 'Q...d 'si.• o � w � ° a ami 0 0 a��i ? 0 3 0 °o U ° C M O zANO �..iO O 00 t O C cu O ti o O N pp G .M+ o2S O O N CL o � �/ a3a! r; o ° U ai U U U o U a� V M O U w 0 z APPENDIX C Photographs of the Subject Project Ns SQcl sw- LA Fitness-Atlantic Beach 40 Photograph 1 —July 3,Cast In Place Concrete Beam L u Photograph 2-July 6,Pile Cap July Photos.doc 1 July 2012 wx A - 1-�8a ft$oc1aft$i w- LA Fitness-Atlantic Beach s NO i BC" Op Photograph 3-July 27, Slab on Grade VP July Photos.doc 1 July 2012 APPENDIX D Correspondence E NU 0 C) 4Z 0 0 NI Q LL- u r-i u V C:) c cc 0- E 0 @ c CD c < t NI 0) Ln =3 LL m LLun Cnu L"n -a m < c CO V) fo —j.. :;_ 2: u :3 0 -r- m 3: < < LL —j CD E co N < to (A CD ID co 75 Ln r4 u 'd 0 Q) Z: 0 LU Ln ru U- C LA0 fu �o C) 6. ra M 00 r: LrlU. Lr, u- - L6 LA -01 41 40- 41 5 4-; uj E N -40- OC, UV; i E CL 0=1 0 cr u Ol a) M CO rj 0) NC Cc: 0 > 1.4 c N 0 CM Ou cu CL u LL 4- E DCA U LI V, LI i m > UM U ma) u c Ln U pp 0>� 0 co 'o u 4. - I QUI tt- E C: r4 0 M o Y 4� m C:, 0 N�;:� -:.4 fa ID i (V rj C: Ln E in 0 V) O El A (Inu — IOU r.4 :E m LU C) C C) :CL, --7 F f >- 1=1 .2 E 0 >- U -�= 75 4� 75 0 go -1 z; 4 m Luu E >, E (o o 0 .2-0co— < 2 C Q) m TV m co 0 0 0 um cu U CL -0 ru" LL u w aJ 16 (A u zT 41 41 0 cr Qj P7 2 y. 0 W Z ; mo 71 MW CL 5 oc CL ffr" CD o 4-A cu 73 13 CIO CD u U) O C3 NCL wNo i -E aj M 22 -C ca = ct� 0 NE r-4 4� Y m r-4 m m E m r Cl rl� Q — -0 cu U cu z OD -5 > 43J 0 co 0 i7L >- vt to z a) ro u -D Fj C: C: rJ ro M cu A Ln —M > aj CC5 4 4 3: LL U ! N .r' .fit.' U N U U N U bA N C O v O i. C� Q y V y imp NO HOOK REQUIRED TOP OF PILE CAP EL.=VARIES-SEE PLAN 'v Q z0 Lu (n o w Lu uj o I j ACI 90°OR 180°STD. LL HOOK AT#4 VERT. BARS I I BOTTOM OF 11 PILE CAP S-6.1 12"IDIA. I #3 TIES AT 12"O.C. I I � J O I O (4)#4 VERTICAL BARS 15'-0"LG. T 12"AUGER CAST PILE w/5000 PSI GROUT 16 TON CAPACITY VERTICAL#6 AT CENTER OF PILE PLASTIC"MUSHROOM" CAP AT TIP OF VERTICAL#6 BOTTOM OF PILE EL.=VARIES — TYPICAL PILE SECTION Craig E.McElroy, REF.SHEET S•6.4 P.E. FL 44741 JISSUE FOR. PROJECT NO.: 4212-02 LA Fitness-Atlantic Beach McElroy i ering- CONSTRUCTION DATE: 07/02/12 STRUCTURAL DESIGN GROUP SHEET: SCALE: 3/4"=1 1 -0•1 1835 EOGEWAIER DPNE ORLONDO,R 32804 P40]245.8;�5 F:401245.01" w.vrvmcRFvyengcom SK-07 .—N BSH gOP"iKM�MG,EDEA3DE GxS EiNOD5N0PW5ND NE�DRREPRfSfxEDBviNISORAWNGMEOWxECRVNNDTMEE fxCxxEERI«c.uc,wo�sERE CRfnreD. rED xND DEVFIOPEp EOR usEwcoxxfcnox vnrx E ov SNE IOE.s DEslr�+s nRRlxcErlExral.ErNoos oR vws suuE aE usEo eR oR wscwsED ro Nuv Jacksonville,FL 'I NR �E,ER NorwRl�xPER"„DxD�ERD.ExaxEfR�D,. 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Un �4 Q) X a) O -r1 S4 C H O Q) -rl �-4 ro >1 �! ro Q) r~ U) �j m X O O -rl )4 4-) cn ro F� s-4 ro -ri Q., U) a) A 4-4 > +) d r� � �4 s4 -P ro ;~ s4 ro r{ Qa U) a) A 4-4 > +) N N � Q 00 U U dee U 03 U U U N U � b M a3 CA N U N V1 PLO Qn � 3 \ 3 � � C7N y � Q ~ NO y ..r z u > PROJECT NO: 3791-0005 LAB NO: 71586 ± * ElrisaftNdate&L DATE TESTED: 06/11/2012 7064 Davis Creek Road REPORT NO: 1-0009 Jacksonville,FI 32256 DATE: 08/07/2012 (904)880-0960 Office PREVIOUS: 07/10/2012 (904)880-0970 Fax 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: 06/11/2012 Date Received: 06/12/2012 Pour Location: Auger Cast Piles Located Inside Bldg, Piles 11, 8, 11 R, 14 Spec. Requirements: 5,000 PSI Air Temp: 830F Concrete Temp: 850F 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 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 Licensed,Florida No.44755 (RFE) 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 LAB NO: 71624 Ellis&Associates hi� -0010 DATE TESTED: 0-001 0 6/12/2012 7064 Davis Creek Road REPORT NO: 1 Jacksonville,FI 32256 DATE: 08/09/2012 (904)880-0960 Office (904)880-0970 Fax PREVIOUS: 08/07/2012 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: 06/12/2012 Date Received: 06/13/2012 Pour Location: Auger Cast Piles Located Inside Bldg, Piles, 7, 2, 17 Spec. Requirements: 5,000 PSI Air Temp: 86°F 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 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. 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 PROJECT NO: 3791-0005 LAB NO: 71668 EllinAssociateskic. DATE TESTED: 06/13/2012 7064 Davis Creek Road REPORT NO: 1-0013 Jacksonville,FI 32256 DATE: 08/09/2012 (904)880-0960 Once (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 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: 870F Concrete Temp: 880F 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 yd3 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) (lbs) (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 MIN 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 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. 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 PROJECT NO: 3791-0005 i LAB NO: 71736 llinAssocatesnL DATE TESTED: 06/14/2012 7064 Davis Creek Road REPORT NO: 1-0014 Jacksonville,FI 32256 DATE: 07/17/2012 �r (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 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: 890F Weather: Inside Truck No: 22630 Ticket No: 54474098 Supplier: Cemex Time Sampled: 03:00 pm Time Batched: 01:37 pm Size of Load/On Project: 4/16 yd' Wet Unit Weight: Slump: Specimens Molded By: Chris Olsen Air: Add'1 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 4.08 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 8r Associates, Inc. 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. p REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 3791-0005 LAB NO: 71797 �es ins DATE TESTED: 06/15/2012 Ellis�nsoclst 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 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 Sr Associates, Inc. Nemer(Nick)Y.Oweis,P.E. Technician: Chief Engineer 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, t REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 3791-0005 J LAB NO: 71909-A Elba Associates inc. DATE TESTED: 06/21/2012 7064 Davis Creek Road REPORT NO: 1-0024 Jacksonville,FI 32256 DATE: 07/19/2012 (904)880-0960 orrice PREVIOUS: 07/05/2012 (904)880-0970 Fax 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: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: 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 08/16/12 : 56.00 F 08/16/12 : 56.00 Remarks: C780-A7, C109 Test Method (As Applicable): Orig:LA Fitness International LLC Attn:Mr Bob Stephens (1-ec copy) Respectfully Submitted, 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 Licensed,Florida No.44755 (RFE) 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 r LAB NO: 72023-A i Ellis IL Asseciat8l; kic. DATE TESTED: 06/26/2012 7064 Davis Creek Road REPORT NO: 1-0025 Jacksonville,FI 32256 DATE: 07/25/2012 (904)880-0960 once PREVIOUS: 07/05/2012 (904)880-0970 Fax 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: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: 820F 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 07/03/12 : 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 08/21/12 : 56.00 F 08/21/12 : 56.00 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 8r Associates, Inc. Signed Original on File Nemer(Nick)Y.Oweis,P.E. Technician: Chris Olsen Chief Engineer Licensed,Florida No.44755 (RFE) 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 PROJECT NO: 3791-0005 LAB NO: 72166-A Elba AssociatesillIlL DATE TESTED: 06/28/2012 7064 Davis Creek Road REPORT NO: 1-0028 Jacksonville,FI 32256 DATE: 07/27/2012 (904)880-0960 orrice PREVIOUS: 07/06/2012 (904)880-0970 Fax 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: 870F Concrete Temp: Weather: Clear Truck No: Ticket No: Supplier: Cemex Time Sampled: Time Batched: Size of Load/On Project: Wet Unit Weight: Slump: Specimens Molded By: Olsen, Chris Air: Add9 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 2.00 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 08/23/12 : 56.00 F 08/23/12 : 56.00 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: Chris Olsen Chief Engineer Licensed,Florida No.44755 (RFE) THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(5)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 l PROJECT NO: 3791-0005 LAB NO: 73364 Ellin Asseclateskic. DATE TESTED: 1-003 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 TEST RESULTS Page 1 of 1 Date: 07/30/2012 Location: Roof Deck at Basketball Court 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 in 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. 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. 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 SAMPLES)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 � � t � � . / � � � � � . / � < � . � � � . � � .� � �. � � / � � . . . � � � . � . : E. � . . � � � �