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150 S MAGNOLIA AVE (30)Branco 74054 San Marino Circle Palm Desert, Ca 92260 Mobile (949) 264-3199 INSPECTION REPORT PAGE 1 OF 1 JOB NO. REPORT NO. PROJECT NAME Soft -Story Seismic Retrofit INSPECTION MATERIAL IDENTIFICATION ADDRESS 150 S. Magnolia Ave. ❑ CONCRETE CONC. MIX NO. & Ib/int Anaheim, CA 92804 Building #2 ❑ REINF. STEEL GROUT MIX NO. & Ib/inZ ARCHITECT Engtegrity ❑ MASONRY MORTAR TYPE & Ib/inZ ENGINEER Micheal O'Brien ❑ P.T. CONCRETE REINF. STEEL GRJSIZE CONTRACTOR Concrete West Construction, INC. ❑✓ FIELD WELDING STRUCTURAL STEEL OTHER Nolasco Welding Services ❑ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 2/11/21 ❑ BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER City ❑ EXP. ANCHOR OTHER BLDG. PERMIT/OTHER Bldg 2019-05869 ❑ OTHER MATERIAL SAMPLING ❑ CONCRETE ❑ MORTAR ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK ❑ REINFORCING STEEL ❑ STRUCTURAL STEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site as scheduled to perform an Observation/Inspection: Observed the 5/16" fillet welds of top plate to (E) beam and beam to beam splice for the garage headers per detail 3/SD2 for building 2 Lines A3/A10. Welds were visually acceptable. Work observed were done following the approved plans. Work for today is complete and over all work is ongoing. Welder: Ernesto Flores License: #022118SW Process: FCAW NR232 Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Antonio Miranda Time Charge 4 hrs CERTIFICATION NO. SI 82019-00048 SIGNATURE Superintendent Cody Wienke Yi4 Branco 74054 San Marino Circle Palm Desert, Ca 92260 Mobile (949) 264-3199 INSPECTION REPORT PROJECT NAME Soft -Story Seismic Retrofit ADDRESS 150 S. Magnolia Ave. Anaheim, CA 92804 Building #2 ARCHITECT Engtegrity ENGINEER Micheal O'Brien CONTRACTOR Concrete West Construction, INC. OTHER Nolasco Welding Services INSPECTION DATE 2/17/21 PLAN FILE/OTHER City BLDG. PERMIT/OTHER Bldg 2019-05869 PAGE 1 JOB NO. REPORT NO. OF 1 INSPECTION MATERIAL IDENTIFICATION ❑ CONCRETE CONC. MIX NO. & Ib/int ❑ REINF. STEEL GROUT MIX NO. & Ib/int ❑ MASONRY MORTAR TYPE & Ib/int ❑ P.T. CONCRETE REINF. STEEL GR./SIZE ❑✓ FIELD WELDING STRUCTURAL STEEL ❑ SHOP WELDING HIGH-STRENGTH BOLT ❑ BATCH PLANT MASONRY BLOCK ❑ EXP. ANCHOR OTHER ❑ OTHER MATERIAL SAMPLING ❑ CONCRETE ❑ MORTAR ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK ❑ REINFORCING STEEL ❑ STRUCTURAL STEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site on time as requested to perform observation/inspection of : 5/16" fillet welds of (4) base plate's to (4) W10 columns as per detail 3/SD1 for new moment frames for building 2 along lines A/5 -A/8. Fillet welds of 3/4" studs to W10 flange spaced at 36" o.c. For new moment frames for building 2 along lines A/5- A/8. Reviewed welders certifications.Welds were visually acceptable to the applicable codes. Welder : Oscar Ruvalcaba. License#11007776 Process: FCAW NR232 E71T-8 0.72" Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Antonio Miranda Time Charge 4 hrs CERTIFICATION NO. SI R2019-00048 SIGNATURE Superintendent Cody Wienke Mi4 Branco 74054 San Marino Circle Palm Desert, Ca 92260 Mobile (949) 264-3199 INSPECTION REPORT PAGE 1 OF 1 JOB NO. REPORT NO. PROJECT NAME Soft -Story Seismic Retrofit INSPECTION MATERIAL IDENTIFICATION ADDRESS 150 S. Magnolia Ave. ❑ CONCRETE CONC. MIX NO. & Ib/inz Anaheim, CA 92804 Building #2 ❑ REINF. STEEL GROUT MIX NO. & Ib/inz ARCHITECT Engtegrity ❑ MASONRY MORTAR TYPE & Ib/inz ENGINEER Micheal O'Brien ❑ P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR Concrete West Construction, INC. ❑✓ FIELD WELDING STRUCTURAL STEEL OTHER Nolasco Welding Services ❑ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 2/19/21 ❑ BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER city ❑ EXP. ANCHOR OTHER BLDG. PERMIT/OTHER Bldg 2019-05869 ❑ OTHER MATERIAL SAMPLING ❑ CONCRETE ❑ MORTAR ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK ❑ REINFORCING STEEL ❑ STRUCTURAL STEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site on time as requested to perform observation/inspection of : Preparation, fit up and tach welds of 1"thick stiffener plates to be welded full penetration to WF columns as per detail 1/SD2 for columns to be placed along lines A5 - A8 at building 2. Work for today is complete and over all work is in progress. Welder : Sergio Garcia Process: FCAW NR232 E71T-8 0.72" Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Antonio Miranda Time Charge 4 hrs CERTIFICATION NO. SI R2019-00048 SIGNATURE Superintendent Cody Wienke // 14 Branco 74054 San Marino Circle Palm Desert, Ca 92260 Mobile (949) 264-3199 INSPECTION REPORT PAGE 1 JOB NO. REPORT NO. OF 1 PROJECT NAME Soft -Story Seismic Retrofit INSPECTION MATERIAL IDENTIFICATION ADDRESS 150 S. Magnolia Ave. ❑ CONCRETE CONC. MIX NO. & Ib/int Anaheim, CA 92804 Building #2 ❑ REINF. STEEL GROUT MIX NO. & Ib/inz ARCHITECT Engtegrity ❑ MASONRY MORTAR TYPE & Ib/inz ENGINEER Micheal O'Brien ❑ P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR Concrete West Construction, INC. ❑✓ FIELD WELDING STRUCTURAL STEEL OTHER Nolasco Welding Services ❑ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 2/22/21 ❑ BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER ary ❑ EXP. ANCHOR OTHER BLDG. PERMIT/OTHER Bldg 2019-05869 ❑ OTHER MATERIAL SAMPLING ❑ CONCRETE ❑ MORTAR ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK ❑ REINFORCING STEEL ❑ STRUCTURAL STEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site on time as requested to perform observation/inspection of : 1/4" fillet welds of 3/8" shear tab to W column flange as per detail 1/SD2 for moment frame to be placed at building 2 along lines along lines A/5- A/8. Welds were visually acceptable and free of discontinuities. Work for today is complete and overall work is in progress Welder: Oscar Ruvalcaba. License#11007776 Process: FCAW NR232 E71T-8 0.72" Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Antonio Miranda Time Charge 4 hrs CERTIFICATION NO. SI R2019-00048 SIGNATURE Superintendent Cody Wienke // 14 Branco 74054 San Marino Circle Palm Desert, Ca 92260 Mobile (949) 264-3199 INSPECTION REPORT PROJECT NAME Soft -Story Seismic Retrofit ADDRESS 150 S. Magnolia Ave. Anaheim, CA 92804 Building #2 ARCHITECT Engtegrity ENGINEER Micheal O'Brien CONTRACTOR Concrete West Construction, INC. OTHER Nolasco Welding Services INSPECTION DATE 2/24/21 PLAN FILE/OTHER City BLDG. PERMIT/OTHER Bldg 2019-05869 PAGE 1 OF 1 JOB NO. REPORT NO. INSPECTION MATERIAL IDENTIFICATION ❑ CONCRETE CONC. MIX NO. & Ib/inz ❑ REINF. STEEL GROUT MIX NO. & Ib/inz ❑ MASONRY MORTAR TYPE & Ib/int ❑ P.T. CONCRETE REINF. STEEL GR./SIZE ✓❑ FIELD WELDING STRUCTURAL STEEL ❑ SHOP WELDING HIGH-STRENGTH BOLT ❑ BATCH PLANT MASONRY BLOCK ❑ EXP. ANCHOR OTHER ❑ OTHER MATERIAL SAMPLING ❑ CONCRETE ❑ MORTAR ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK ❑ REINFORCING STEEL ❑ STRUCTURAL STEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site on time as requested to perform continuous observation/inspection of : Full penetration groove welds of of 3/4" continuity plates to column flanges and 5/16" fillet weld of continuity plate to column web as per detail 1/SD2. Columns to be placed along lines A5 -A8 at building #2. Welds were visually acceptable to the applicable codes. Total of 8 plates to 2 columns were completed. Work for today is complete and overall work is in progress. Welder: Oscar Ruvalcaba Process: FCAW NR232 E71T-8 0.72", Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Antonio Miranda Time Charge 8 hrs CERTIFICATION NO. SI R2019-00048 SIGNATURE Superintendent Cody Wienke Branco 74054 San Marino Circle Palm Desert, Ca 92260 Mobile (949) 264-3199 INSPECTION REPORT PAGE 1 JOB NO. REPORT NO. OF 1 PROJECT NAME Soft -Story Seismic Retrofit INSPECTION MATERIAL IDENTIFICATION ADDRESS 150 S. Magnolia Ave. ❑ CONCRETE CONC. MIX NO. & Ib/int Anaheim, CA 92804 Building #2 ❑ REINF. STEEL GROUT MIX NO. & Ib/int ARCHITECT Engtegrity ❑ MASONRY MORTAR TYPE & Ib/int ENGINEER Micheal O'Brien ❑ P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR Concrete West Construction, INC. ✓❑ FIELD WELDING STRUCTURAL STEEL OTHER Nolasco Welding Services ❑ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 2/25/21 ❑ BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER City ❑ EXP. ANCHOR OTHER BLDG. PERMIT/OTHER Bldg 2019-05869 ❑ OTHER MATERIAL SAMPLING ❑ CONCRETE ❑ MORTAR ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK ❑ REINFORCING STEEL ❑ STRUCTURAL STEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site on time as requested to perform continuous observation/inspection of : Full penetration groove welds of of 3/4" continuity plates to column flanges and 5/16" fillet weld of continuity plate to column web as per detail 1/SD2. Also full pen welds of W beam flange to W column flange as per detail 1/SD2. Columns to be placed along lines A5 -A8 at building #2. Welds were visually acceptable to the applicable codes. Work for today is complete and overall work is in progress. Welder certs on file. Process: FCAW NR 232.072" E71 T 8 V11-V PWRy ii ���r- Certificationn of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Antonio Miranda Time Charge 8 hrs CERTIFICATION NO. SI 82019-00048 SIGNATURE cz�9�__ Superintendent Cody Wienke Mialw_, Branco 74054 San Marino Circle Palm Desert. Ca 92260 Mobile (949) 264-3199 PROJECT NAME Soft -Story Seismic Retrofit ADDRESS 150 S. Magnolia Ave. ❑ CONCRETE CONC. MIX NO. & Ib/int Anaheim, CA 92804 Building #2 ❑ REINF. STEEL GROUT MIX NO. & Ib/inz INSPECTION REPORT PAGE 1 OF 1 JOB NO. REPORT NO. INSPECTION MATERIAL IDENTIFICATION ARCHITECT Engtegrity ENGINEER Micheal O'Brien ❑ MASONRY MORTAR TYPE & Ib/int ❑ P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR Concrete West Construction, INC. ✓❑ FIELD WELDING STRUCTURAL STEEL OTHER Nolasco Welding Services INSPECTION DATE 2/26/21 PLAN FILE/OTHER City BLDG. PERMIT/OTHER Bldg 2019-0586 ❑ CONCRETE ❑ MORTA ❑ REINFORCING STEEL F-1 ❑ SHOP WELDING HIGH-STRENGTH BOLT ❑ BATCH PLANT MASONRY BLOCK ❑ EXP. ANCHOR OTHER 9 F-1OTHER MATERIAL SAMPLING R ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK STRUCTURALSTEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site on time as requested to perform continuous observation/inspection of : Full pen groove welds of W beam flange to W column flange as per detail 1 /SD2 at column and beam connections A/6 and A/7. Welds were visually acceptable. Additional stiffener plate was welded on top of continuity plate to sit flush with W beam flanges at columns A6 and A7 per approval from structural engineer Mike O'Brien via email. Work for today is complete and over all work is in progress. Welder certs on file. Sergio Garcia Process: FCAW NR 232 .072" E71T 8 r Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME CERTIFICATION NO Antonio Miranda Time Charge 8 hrs SI R2019-00048 SIGNATURE Superintendent Cody Wienke Mialw" Branco 74054 San Marino Circle Palm Desert, Ca 92260 Mobile (949) 264-3199 INSPECTION REPORT PAGE 1 OF 1 JOB NO. REPORT NO. PROJECT NAME Soft -Story Seismic Retrofit INSPECTION MATERIAL IDENTIFICATION ADDRESS 150 S. Magnolia Ave. ❑ CONCRETE CONC. MIX NO. & Ib/int Anaheim, CA 92804 Building #2 ❑ REINF. STEEL GROUT MIX NO. & Ib/inz ARCHITECT Engtegrity ❑ MASONRY MORTAR TYPE & Ib/inz ENGINEER Micheal O'Brien ❑ P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR Concrete West Construction, INC. ❑✓ FIELD WELDING STRUCTURAL STEEL OTHER Nolasco Welding Services ❑ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 3/1/21 ❑ BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER Cit' ❑ EXP. ANCHOR OTHER BLDG. PERMIT/OTHER Bldg 2019-05869 ❑ OTHER MATERIAL SAMPLING ❑ CONCRETE ❑ MORTAR ❑ GROUT ❑ FIREPROOFING ❑ MASONRY BLOCK ❑ REINFORCING STEEL ❑ STRUCTURAL STEEL ❑ BOLTS ❑ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE -INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on job site on time as requested to perform continuous observation/inspection of : 1: Full pen groove welds of W beam flange to W column flange as per detail 1 /SD2 at column and beam connections A/7 and A/8 of building 2. Welds were visually acceptable to the applicable codes. 2: Epoxy process of #3 dowels with 4" embedment @ 16 o.c in to existing slab as per SD1, using HILTI HIT-HY 3. Epoxy process of #5 dowels in to existing footing with 6" embedment @ 12 o.c as per SD1 using HILTI HIT-HY Holes were wire brushed cleaned and blown out with compressed air. Welder: Sergio Garcia. Process: FCAW NR 232.072" E71T 8 r - Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Antonio Miranda Time Charge 8 hrs CERTIFICATION NO. SI R2019-00048 SIGNATURE Superintendent Cody Wienke Mia SL INSPECTION SERVICES 1370 Valley Vista Dr Suite 200 Diamond Bar, CA 91765 1(213)986-8224 1 www.SLinspection.biz SL.inspection@gmail.com REGISTERED INSPECTOR'S REPORT TYPE OF UT ❑ Reinforced Concrete ❑ Structural Steel Assembly ❑ Quality Control INSPECTION ❑ Post Tensioned Concrete F f Fire Proofing Non DestructiveTesting REQUIRED ❑ Reinforced Masonry ❑ Drill in Anchor/Epoxy ❑ Other Job Address: 150 S Magnolia City:Anaheim Job Name: 150 S Magnolia PermitNo.:BLD 2019-05869 Type of Structure: Moment Frame Architect: Date 2/26/2021 Engineer: Contractor: Inspector(s)Name: Brandon Lau Subcontractor: TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES WELDER NAME CERT NO. WELDER NAME CERT NO. METHOD INSPECTION SUMMARY LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & INDENT. NO'S OF TEST SAMPLES TAKEN: STRUCTURAL CONNECTIONS (WELD MADE H.T. BOLTS TORQUE) CHECKED; ETC. 1) Arrived at site to perform UT on UP 2) Calibrated UT machine for index point, angle beam, sensitivity, and horizontal sweep per AWS D1.1-2015 3) See attached report for further details 6 4' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE THE ALL OF ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS.. SIGNATURE/ PRINT OF REGISTERED INSPECTOR UT Level II SNT-TC-1A CP -189 SPECIALTY NO, AGENCY QCONTINUED ON NEXT PAGE PAGE 1 OF 2 REG. HOURS I O.T. HOURS I SAMPLES 4 All inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum. In addition, any inspection extending past noon hour will be an 8 hour minimum. Approved By gj?ectSuperintendent