Tropical Chevrolet, 11-23-22 UES Inspection Log, SPECIAL insp rept #003cc: 1 – Client, 1 – Job Site Page 1 of 2 Item No. UES Reprt No. Inspection Date & Inspector Description of work inspected Result of Inspection Date of Re-inspection & Inspector 1 SP#01 (341224) 11/17/2022 Humberto Carvajal, CWI. 1. Continuous wall footings as per S2.0, S1.1 & S4.0/S4.2: a) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids A between lines 8 thru 11 in progress. b) Cont. wall footing (with verical dowels for CMU wall & openings as per note 8 & 9/S4.0 and concrete tie columns type CC2 [x3]) type WF26 with integrated column pads type F40 (x2) along line 11 between grids A thru E.3 in progress. c) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids E.2 between lines 8 thru 11 in progress. d) Cont. wall footing (with verical dowels for CMU wall as per note 9) type WF20 along grids D.1 between lines 11 thru proposed line 12 in progress. e) Cont. wall footing (with verical dowels for CMU wall as per note 9) type WF20 along proposed line 12 between grids D.1 thru D.6 in progress. f) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids D.6 between lines 11 thru proposed line 12 in progress. 2. Column pad footings as per S2.0, S1.1 & S4.0/S4.2: g) Column footings type F66 at grid-lines B.8x9 & D.5x9 in progress (*). h) Column footings type F90 at grid-lines B.8x10 & D.5x10 in progress (*). pending 11/18/22 HC Partially completed Pending re-inspection 2 SP#02 (341357) 11/18/2022 Humberto Carvajal, CWI. 1. Continuous wall footings as per S2.0, S1.1 & S4.0/S4.2: a) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids A between lines 8 thru 11 completed (**). b) Cont. wall footing (with verical dowels for CMU wall & openings as per note 8 & 9/S4.0 and concrete tie columns type CC2 [x3]) type WF26 with integrated column pads type F40 (x2) along line 11 between grids A thru E.3 completed. c) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids E.2 between lines 8 thru 11 completed (**). Partial (see 11/23/22) INSPECTION LOG UNIVERSAL ENGINEERING SCIENCES PROJECT: Tropical Chevrolet Renovation & Expansion Date: July 23, 2015 PROJECT LOCATION: 8880 Biscayne Blvd., Miami Shores, FL 33138 UES PROJECT. NO.: 2110.2100049CLIENT: Lebolo Construction Management, Inc. CONTRACTOR: Lebolo Construction ENG. OF RECORD: Mark Johnson FL-PE#51983 with JSG PERMIT #: CC-12-20-2951THRESHOLD ENG: n/a UES Certificate of Authorization 000549
cc: 1 – Client, 1 – Job Site Page 2 of 2 Item No. UES Reprt No. Inspection Date & Inspector Description of work inspected Result of Inspection Date of Re-inspection & Inspector SP#02 (341357) 11/18/2022 Humberto Carvajal, CWI d) Cont. wall footing (with verical dowels for CMU wall as per note 9) type WF20 along grids D.1 between lines 11 thru proposed line 12 completed. e) Cont. wall footing (with verical dowels for CMU wall as per note 9) type WF20 along proposed line 12 between grids D.1 thru D.6 completed. f) Cont. wall footing (with verical dowels for CMU wall as per note 8) type WF26 along grids D.6 between lines 11 thru proposed line 12 completed. 2. Column pad footings as per S2.0, S1.1 & S4.0/S4.2: a) Column footings type F66 at grid-lines B.8x9 & D.5x9 completed (*). b) Column footings type F90 at grid-lines B.8x10 & D.5x10 completed (*). The above mentioned reinforcing steel placement was found to be performed in substantial compliance with the reference documents except (see below ↓↓↓ *, **, ***) (*) as per S1.1 “column / base plate schedule: the bottom hex nut shall be “tack welded secured”. SUNCOR did not include a clarification/approval question for omission of the tack weld under dwg. Sheet AB1 “approver note”. As per approver note #2 a plate washer was approved above the previously mentioned hex nut. This plate was found to be loose (floating) not secured preventing displacement at the time of conc. placement. GC to provide clarification for the observed AS BUILT conditions. For items 2g & 2h. (**) required [if applicable] drilled & epoxy dowels missing as per 1/S4.2 for items 1a & 1c. (**) installation of the additional reinforcing for the proposed “MCJ” was found to be missing at the time of this site visit as per 1/S1.0 for items 1a thru 1h. ↑↑↑ ↓↓↓ ←←← 3 SP#03 (341409) 11/23/2022 Humberto Carvajal, CWI. ITEMS 1a thru 1f COMPLETED. ITEMS 2a & 2b pending clarification and/or approval from the SEoR. Partial N/A 4