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Tropical Chevrolet, 05-22-23 UES No 353884 SPECIAL insp rept #025 (structural steel connections) - GDZProject No.: 2110.2100049 Report No.: 353884 Date: May 22, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-025 CN: GDZ Page 1 of 7 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: 05/22/2023 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 along grid “A” between lines “8” thru “11” at the service building expansion, as per as per S1.0, S2.2, 2/S3.2, 1/S4.1, E1000 and E1001, inconclusive on 05/22/23). b) W roof steel girder beams welded/bolted connections to CIP concrete beam embed plates at gridlines Cx11 and D.5x11 at the service building expansion, as per as per S1.0, 2/S1.1, S2.2, 1/S3.2, 1/S4.1, E1000 and E1002, inconclusive on 05/22/23). c) W roof steel beams welded/bolted connections to W roof steel beams/roof steel girder beams between grids “B.8” thru “D.3” and lines “8.7” thru “10.8” at the service building expansion, as per as per S1.0, S2.2, 2/S3.2, 1/S4.1, E1000 and E1002, inconclusive on 05/22/23). d) Continuous perimeter deck bearing angle L4”x4”x1/4” anchored connections to CIP concrete beam along grids “A” and “E.1” between lines “8” thru “11” and along line “8” between grids “A” thru “E.1” between at the service building expansion, as per as per S1.0, S1.1/details 2 & 3, S2.2, S3.2, S4.1/details1 & 4, E1000 and E1001, preliminary on 05/22/23): ➢ Expansion anchors were found not to meet the minimum embedment of 4”, as per 3/S1.1 and E1001/Section C−C. ➢ Pending deck bearing angle splice detail. e) Continuous perimeter deck bearing angle L4”x4”x1/4” welded connections to CIP concrete beam embed plates along line “11” between grids “A” and “E.1” at the service building expansion, as per as per S1.0, S2.2, S3.2, 2/S4.1, E1000 and E1001, inconclusive on 05/22/23). f) Roof opening steel supporting frame welded connections to W roof steel beams for the proposed RTU’s between grids “B.8” thru “C.5” and lines “10.2” thru “10.5” at the service building expansion, as per as per S1.0, S2.2, A/S4.2, E1000 and E1005, inconclusive on 05/22/23). The structural steel connections at the locations mentioned above were found to be inconclusive/preliminary (item 1d). General Contractor will call for item 1d re-inspection after completion for final compliance verification. DRAFT Project No.: 2110.2100049 Report No.: 353884 Date: May 22, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-025 CN: GDZ Page 2 of 7 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 Welder’s Qualification Certificates were provided at the time of this inspection, however current continuity paperwork pending for review (Period of Effectiveness). The welder(s) that performed the work was (were) available onsite in order to verify their welder’s qualifications. Mr. Jim Jenco, Project Superintendent with Lebolo Construction, was notified of the aforementioned visual verification results. Please see adjacent report pages for photographs, welder’s certifications and sheet S2.2. DRAFT Project No.: 2110.2100049 Report No.: 353884 Date: May 22, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-025 CN: GDZ Page 3 of 7 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.: 353884 Date: May 22, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-025 CN: GDZ Page 4 of 7 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.: 353884 Date: May 22, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-025 CN: GDZ Page 5 of 7 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.: 353884 Date: May 22, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-025 CN: GDZ Page 6 of 7 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 WQTR No, WPS No. RP-3G -Siirl,c','vT W.:lder Nanre PABLO JESUS ROLC Revision 90 Welder Id RP-3c-S[,,lf.\,rv 1-80:0982.1 n.r+^ 4{/7/rn{a Welder Guralificaiisn Test Record Page 1 of 'l RP.3G-SMAlA/ Variables Reccrci Actual Values Used ln Qualification Process (Table 4.10, item (2)) Sf\4AW Transfer Mode (GMAW): Short-Cir. I Globular X Type Manual 1,{ Machirre I Semi-Auto I Number of Eiectrodes Single .xl Multiple [_-l CurrenuPolanty AC il DCEP E DCEN fl Position (Table 4.10, iteri (5)) 3G Spray n Auto I Pulsed fl Weld Progression: (Table 4,10, item (7)) Up Backing fTable 4.10, Item (8)] Use Backing Down Iixt x nConsunrablo lnse.t (G-I-AW) Material/Spec. ,A36 Thickness (PIate): Groorre irr ) Fillet ( ) Thickness (Pipe/tu!:e): Groove ( Fillet ( Diameter(Pipe): Grccve( )NiA Fillei ( ) l.t/A Notes NOl.iE Filler Nleial il3rrle 'i0, Ite,rr (.i)) Spec. A5,'ilA5.5 Class l!f_3 i:-Nc. F-4 Gas/Flux Type (Tabis 4 Othef hl/A Use lnsert to A1]6 ) ) .5/ C I{/A u4_*__ N/A .10. ltenr ("i)) illa Qualification Rarige SMAW Short-CircLiitittg,--l Manual X fulachine Single X l,4ultiple AC fl DCEP X ilat, Vertical, Horizonial Globular X Spray l tr Semi-Auio I Auto I D DCEI\I il Pulsed i_I Up X Down X With Backing X With Insert I GROUPl Without Backing i-l Without lnsert i .l .]?5 ___ ,t4J 4r4. .12J_ -__ 1A .750 _ UNLII\JIITED 110____ UNLIiVIITED in in in in AI.IY U FJLIi\4II'EI] UNLITVlITED Elx1s,Ei.I.16,?Ii.1B,EXUq1r,i4{19:ril4{.t;_:L E4i5,EIX16,!. IX1qJ:_II]iLijEII]_0:L ts X.{ji,Li! _ F'i io Fli ViSUAL INSPECTIOI.J (4.3.i) .'r;r;4ptableYes GLIIDED BEND TEST iii::STJLTS (4.30.5) Type FACE ROOT Fillet Test Results (4.3A.2.3 arrd 4.30.4.1) Appearance N/A Fillet Size i'lll\.Macroetch N/,4. Fracture Test Root Peneiration N/A Descripiron lnspected By ALBERT l-iERMIDA Test No. 8l'_1c_:9t*4,{ OrganizationCOi,i'ill'JEl.ll-AL iVELDINO li\iSPE11 -i17120.'i3 RADIOGRAPHIC TEST RESuii I il (ri.3o a. i) Film loentrfiiatio,,lio - {"*rI lnierpieted By N/A Ahertoil{Gfi*la Oi'ganization i 'l'est No. RF-3G-SIIA'// I II Date I We, the undersigneci. c:ertifl; tni.i, tlre statements in tiris recorci are coirect arii ',irat the test ivelds were pi"eparrd, weldi:cl, anC tested in accorc.ncewitfl lile requirenrents of secLion 4 of AI.iSi/A\rvS 1i.1, ( l0 )Structural Welding Code-Steel. Manufacturer t-, C; i.j I' i i',1 t l.r'i ; i i . V/ E L D I i.j G I N S P F C 1" I O h,l r.utho'i:cciay /t"i!!!l,f fqllfiqA 9qryi u01o01I Daie 11iil2813 lli:rrt i ryp: _=--iResurt __ h^oo - irAJD i IrilPASS Ir--l- N/A sc1ru faotoota oclE)trP.1rl,2ot5 119J413 ier AWS D1.1 /,O Gartner StudiosDRAFT DRAFT DRAFT DRAFT C-A-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.109 Mechanical AnchorsSimpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry Strong-Bolt® 2 Wedge Anchor Length Identification Head Marks on Strong-Bolt® 2 Wedge Anchors (corresponds to length of anchor – inches) Mark Units A B C D E F G H I J K L M N O P Q R S T U V W X Y Z From in.1 1/2 2 2 1/2 3 3 1/2 4 4 1/2 5 5 1/2 6 6 1/2 7 7 1/2 8 8 1/2 9 9 1/2 10 11 12 13 14 15 16 17 18 Up To But Not Including in. 2 2 1/2 3 3 1/2 4 4 1/2 5 5 1/2 6 6 1/2 7 7 1/2 8 8 1/2 9 9 1/2 10 11 12 13 14 15 16 17 18 19 Material Specifications Anchor Body Nut Washer Clip Carbon Steel (Zinc Plated) Carbon Steel, ASTM A 563, Grade A Carbon Steel ASTM F844 Carbon Steel, ASTM A 568 Type 304 Stainless Steel Type 304 Stainless Steel Type 304 Stainless Steel Type 304 or 316 Stainless Steel Type 316 Stainless Steel Type 316 Stainless Steel Type 316 Stainless Steel Type 316 Stainless Steel Strong-Bolt 2 Anchor Installation Data Strong-Bolt 2 Diameter (in.)1/4 3/8 1/2 5/8 3/4 1 Drill Bit Size (in.)1/4 3/8 1/2 5/8 3/4 1 Min. Fixture Hole (in.)5/16 7/16 9/16 11/16 7/8 1 1/8 Wrench Size (in.)7/16 9/16 3/4 15/16 1 1/8 1 1/2 Concrete Installation Torque (ft.-lbf.) Carbon Steel 4 30 60 90 150 230 Concrete Installation Torque (ft.-lbf.) Stainless Steel 4 30 65 80 150 — 1 DRAFT Project No.: 2110.2100049 Report No.: 353884 Date: May 22, 2023 8050 NW 77th Court · Miami, FL 33166 · P: 305.249.8434 · F: 305.249.8479 STRUCTURAL OBSERVATION REPORT No. SPECIAL-025 CN: GDZ Page 7 of 7 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 steel framing preliminary on 05/22/23 Reviewed by: Universal Engineering Sciences Certificate of Authorization No. 00549 Carlos Naumann, P.E., S.I. Florida Professional Engineer No. 18594 Florida Special Inspector No. 181 DRAFT