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Tropical Chevrolet, 07-06-23 UES No 7242 SPECIAL insp rept #034 (structural steel connections @ exp. bldg.) - GDZProject No.: 2110.2100049 Report No.: 7242 Date: July 6, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-034 CN: GDZ Page 1 of 5 cc: 1 − Job Site; 1 − Client; 1 The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H -18.11, Chapter 471, Florida Statute Client: Lebolo Construction Management, Inc. 2100 Corporate Drive Boynton Beach, FL 33426 Project: Tropical Chevrolet Renovation/Expansion 8880 Biscayne Blvd. Miami Shores, FL 33138 Agent: Gaetano Di Zio, E.I. Date of Services: 07/06/2023 Village of Miami Shores Building Permit No: CC-12-20-2951 (issued date 11/07/22, expires 05/08/23) Scope of Field Services: Professional observation of completed structural elements (Special Inspector). Reference Documents: • JSG structural drawings sheets S1.0 thru S4.2 (15 pages), Bulleting 7 dated 07/21/2022, signed/sealed by Mark Johnson FL-PE#51983, reviewed/approved for structural compliance by the Village of Miami Shores Bldg. Dept. on 08/22, (permit set review by the Miami-Dade County Department of Regulatory and Economic Resources on 05/16/2022). • SUNCOR, Inc. structural steel erection/fabrication shop drawings sheets AB1 thru TP101 (total of 219 pages) dated 04/13/2022 (Rev. A – Issued for Approval) Submittal #051200-5.0 (Structural Steel Shop Drawings), reviewed for compliance (stamped “Reviewed as Noted - Make Corrections”) by JSG on 05/03/2022. • Canam Steel Corporation (CSC) steel metal deck shop drawings sheets DE1.1 thru DE2.1 (total of 3 pages) dated 04/08/2022 (Issued for Approval) Submittal #051200-6.0 (Deck Shop Drawings), reviewed for compliance (stamped “Reviewed as Noted - Make Corrections”) by JSG on 04/15/2022. Record of Field Observations: 1. Visual verification of the structural steel connections at the following locations indicated below: a) W roof steel beams welded/bolted connections to CIP concrete beam embed plates at gridlines D.5x11 and D.5x12 at the oil storage room, as per S1.0, S2.2, 2/S3.2, 4/S4.1, E1000 and E1001, completed. b) 3” deep 22 gauge galvanized G80 corrugated roof metal deck profile type “N” prior roof openings (A/S ducts, ventilations, roof hatches, etc.), connected to intermediate supports with 5/8”Ø puddle welds on a 24/4 pattern, 5/8”Ø puddle welds at 6” o.c. at deck perimeter and with #12 Type self-tapping screws @ 3” o.c. at side laps per span between grids “A” thru “E.3” and lines “8” thru “11” and between grids “D.1” thru “D.6” and lines “11” thru “12”, as per S1.0, S2.2, 2/S3.2, S4.1/details 1, 2, 3, 4 & 5, Canam Steel Corporation deck shop drawing sheets DE1.1, DE1.3 & DE2.1 and attached clarification submitted by the steel erector via e-mail, partial. c) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections (torque verified at 100 ft−lb as per Simpson Strong−Bolt 2 Wedge Anchor required installation torque schedule) to CIP concrete beam and to CMU bond beam along grid “D.1” between lines “11” thru “12” and along lines “11” & “12” between grids “D.1” thru “D.6” at the oil storage room, as per S1.0, S1.1/details 2 & 3, S2.2, 2/S3.1, S3.2, S4.1/details 1 & 4, E1000 and E1001, completed. d) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections (torque verified at 100 ft−lb as per Simpson Strong−Bolt 2 Wedge Anchor required installation torque schedule) to CMU bond beam along grid “D.6” between lines “11” thru “12” at the oil storage room, as per S1.0, S1.1/details 2 & 3, S2.2, 2/S3.1, 4/S4.1, E1000 and E1001, in progress: ➢ Two (1) expansion anchors were found to be loose fitting at approx. gridlines D.6x11.3 and D.6x11.5. The structural steel connections at the locations mentioned above was found to be in substantial compliance with the reference documents, except for item 1b partial and 1d in progress. General Contractor will call for items 1b and 1d re−inspection after completion for final compliance verification. Mr. Jim Jenco, Project Superintendent and Mr. Sebastian Cienfuegos, Assistant Superintendent with Lebolo Construction, were notified of the aforementioned visual verification results. Please see adjacent report pages for photographs, clarification submitted by the steel erector via e-mail and sheet S2.2. DRAFT Project No.: 2110.2100049 Report No.: 7242 Date: July 6, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-034 CN: GDZ Page 2 of 5 cc: 1 − Job Site; 1 − Client; 1 The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H -18.11, Chapter 471, Florida Statute DRAFT Project No.: 2110.2100049 Report No.: 7242 Date: July 6, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-034 CN: GDZ Page 3 of 5 cc: 1 − Job Site; 1 − Client; 1 The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H -18.11, Chapter 471, Florida Statute DRAFT Project No.: 2110.2100049 Report No.: 7242 Date: July 6, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-034 CN: GDZ Page 4 of 5 cc: 1 − Job Site; 1 − Client; 1 The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H -18.11, Chapter 471, Florida Statute DRAFT 1 Gaetano Di Zio From:Jim Jenco <jjenco@Lebolo.com> Sent:Wednesday, July 5, 2023 2:43 PM To:Gaetano Di Zio Cc:Victor Castro; Sebastian Cienfuegos; Maria Manjon Subject:FW: Tropical Chevrolet RFI 90 Puddle Weld in lieu of TEK Screw This Message Is From an External Sender This message came from outside your organization. Gaetano, Please ﬁnd the below e‐mail indicaƟng the spacing for puddle weld at the Corrugated Deck seam connecƟon in lieu of TEK screw 3” O.C. Thanks, Jim Jenco Lebolo Construction Management, Inc. jjenco@lebolo.com I www.lebolo.com M: (561) 667‐9726 I O: (561) 742‐7644 SAFETY – INTEGRITY – ACCOUNTABILITY From: Brian Smedley <bsmedley@jhn.com> Sent: Monday, July 3, 2023 7:02 AM To: Jim Jenco <jjenco@Lebolo.com> Subject: FW: Tropical Chevrolet RFI 90 Puddle Weld in lieu of TEK Screw Jim: Please see email below. BRIAN SMEDLEY, AIA NCARB |Director ‐ Automotive Group bsmedley@jhn.com Office: 248.324.8800 x104 | Cell: 586.764.1743 NUDELL ARCHITECTS Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334 Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804 DRAFT 2 From: Pedro R. Salom <psalom@johnsonstructural.com> Sent: Saturday, July 1, 2023 8:42 AM To: Brian Smedley <bsmedley@jhn.com> Cc: Mark Johnson <mark@johnsonstructural.com> Subject: RE: Tropical Chevrolet RFI 90 Puddle Weld in lieu of TEK Screw Brian, use 5/8” puddle welds spaced at not more than 6” o.c. Thanks. Pedro Salom, P.E. JohnsonStructuralGroup,Inc. 160 West Camino Real Suite 1000 Boca Raton, FL 33432 Phone (561) 982‐8999 Ext. 13 Fax: (561) 982‐8899 www.johnsonstructural.com From: Brian Smedley <bsmedley@jhn.com> Sent: Friday, June 30, 2023 10:18 AM To: Pedro R. Salom <psalom@johnsonstructural.com> Subject: FW: Tropical Chevrolet RFI 90 Puddle Weld in lieu of TEK Screw Pedro: Can you please review the below and advise? The reason for the request is in the email thread below. DRAFT 3 BRIAN SMEDLEY, AIA NCARB |Director ‐ Automotive Group bsmedley@jhn.com Office: 248.324.8800 x104 | Cell: 586.764.1743 NUDELL ARCHITECTS Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334 Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804 From: Jim Jenco <jjenco@Lebolo.com> Sent: Friday, June 30, 2023 10:12 AM To: Brian Smedley <bsmedley@jhn.com> Cc: Dave Pond <Dave.P@suncor.net>; Victor Castro <Victor.C@suncor.net>; Sebastian Cienfuegos <SCienfuegos@Lebolo.com>; Maria Manjon <memanjon@Lebolo.com> Subject: RE: Tropical Chevrolet RFI 90 Puddle Weld in lieu of TEK Screw A secƟon of the decking seam ran on the edge of the W27 x 84 (approx.. 32 LF). The TEK screws are hiƫng steel and not securing the lap. From: Brian Smedley <bsmedley@jhn.com> Sent: Friday, June 30, 2023 10:04 AM To: Jim Jenco <jjenco@Lebolo.com> Cc: Dave Pond <Dave.P@suncor.net>; Victor Castro <Victor.C@suncor.net>; Sebastian Cienfuegos <SCienfuegos@Lebolo.com>; Maria Manjon <memanjon@Lebolo.com> Subject: RE: Tropical Chevrolet RFI 90 Puddle Weld in lieu of TEK Screw Jim: What is driving the need for puddle welding in this area only? BRIAN SMEDLEY, AIA NCARB |Director ‐ Automotive Group bsmedley@jhn.com Office: 248.324.8800 x104 | Cell: 586.764.1743 NUDELL ARCHITECTS Michigan | 30403 West 13 Mile Road | Farmington Hills, MI 48334 Florida | 1807 Edgewater Drive (College Park) | Orlando, Florida 32804 From: Jim Jenco <jjenco@Lebolo.com> Sent: Friday, June 30, 2023 9:59 AM To: Brian Smedley <bsmedley@jhn.com> Cc: Dave Pond <Dave.P@suncor.net>; Victor Castro <Victor.C@suncor.net>; Sebastian Cienfuegos <SCienfuegos@Lebolo.com>; Maria Manjon <memanjon@Lebolo.com> Subject: Tropical Chevrolet RFI 90 Puddle Weld in lieu of TEK Screw Good Morning Brian, RE: ClariﬁcaƟon of RFI 90 Puddle Weld in lieu of TEK Screws All laps on the deck are TEK screwed except one area of decking that ran on top of the edge of W27 x 84. This is the area where the lap was puddle welded (approx. 32’ LF). I edited the Procore RFI90 and included the aƩached marked up S2.2 Roof Framing Plan indicaƟng this area. DRAFT 4 Thanks, Jim Jenco Lebolo Construction Management, Inc. jjenco@lebolo.com I www.lebolo.com M: (561) 667‐9726 I O: (561) 742‐7644 SAFETY – INTEGRITY – ACCOUNTABILITY DRAFT Project No.: 2110.2100049 Report No.: 7242 Date: July 6, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-034 CN: GDZ Page 5 of 5 cc: 1 − Job Site; 1 − Client; 1 The Original of this Report was Signed and Impressed Sealed by the Above Registered Engineer in Accordance with Rule 21H -18.11, Chapter 471, Florida Statute Roof metal deck in progress Reviewed by: Universal Engineering Sciences Certificate of Authorization No. 549 Carlos Naumann, P.E., S.I. Florida Professional Engineer No. 18594 Florida Special Inspector No. 181 DRAFT