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Home My WebLink AboutX2019-0036 - MiscCity of Newport Beach Special Inspector Manual CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 N. v�t� n%woofs i�eechcz •n;v 1 (949) 644-3200 SPECIAL INSPECTION REPORT 40+0036 953 Newer} Cen4er Dr RECEIVED By COMMUNITY DEVELOPMENT JUN 14 2019 CITY OF yFwPORT 5S?' Project Address: 953 Newport Center Drive Permit Number: X2019-0036 Inspection Type (s): Epoxy Inspection Date (s): 5-20-19 ( ) Periodic (X) Continuous Describe Inspection, Including Location(s): 1. Inspected embedment procedures to install ASTM A-615 qr.60 #4 rebar dowels using Simpson SET -XP epoxy adhesive (exp. 2/11/21) at the locations described below: A) #4@16"o.c. at new to existing slab on grade at Storefront, per det. 12/S1.1. B #4 @ 16" at exist. -new concrete slab (with foam infillper RFI to follow. David K. Archuleta List Tests Made: Visual for size depth' cleanliness of drilled holes and epoxy t e ex iration. Total Inspection Time Each Day: Date: 5/20/19 Hours: 4 i Ust All Items Requiring Correction linclude previously Listed Uncorrected Items): RFI to follow describing retrofit attachment of new to existing concrete slab wiith engineered foam infill. Comments: To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. ci ector ignature: Date: 5-20-19 Print Full Name: Newport Beach Reglctration No.: David K. Archuleta NB -0690 67 City of Newport Beach Special Inspector Manual CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 . wvvw newpoilbeachca.gw, 1 (949) 644-3200 SPECIAL INSPECTION REPORT Project Address: 953 Newport Center Drive Permit Number: X2019-0036 Inspection Type (s): Reinforced Concrete Inspection Date (s): 5-30-19 ( ) Periodic (X) Continuous Descrihe Inspection, Including Location(s): 1. Inspected placement of approx. 60 d3 of ASTM C-94 Concrete per Bender Ready Mix #450038 4500 psi, 3/8" agg., 5" slum at slab on grade our - backs at Utility Trench 2 ea. Storefront entry locations and miscellaneous pothole repairs and at new to existing concrete slab with foam infill per S2.1 and details 13-16/S1.1 of approved Revised plan dated 5/24/19. List Tests Made: Slump, temperature. _ Ust All Items Requiring correction (Include Previowly Listed Uncorrected Items); Item requiring clarification per Daily Report dated 5-20-19 is addressed by approved Revised Plan Delta4 dated 5/24/19 a e SM. Comments: To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications an applicable workmanship provisions of the U.D.C. except as noted above. d actor ignature: Date: 5-30-19 Print Full Name: Newport Beach Registration No.: David K. Archuleta NB -0690 .&}512015 67 City of Newport Beach Special Inspector Manual Project Address: Permit Number: CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O_ Box 1768 1 Newport Beach, CA 92658 nro.�u n��r:nr.�nBeachr ., *'v 1 (949) 644-3200 SPECIAL INSPECTION REPORT r Drive ',�'OEIVED BY COMMUNCTy DEVELOPMENT JUN 14 2019 CITY OF G� IFWPORT �gP Inspection Type (s): EPDXY Inspection Date (s): 5-13-19 ( ) Periodic (X) continuous Describe Inspection, Including Location(s): 1. Inspected embedment procedures to install ASTM A-615 qr.60 #5 rebar dowels at 12" o.c. at existing to new footingper detail 13/S1.1, at Storefront using Simpson SET -XP epoxy adhesive (exp. 10/17/20). Complete. Print full Name: Newport Beach Registration No.: David K. Archuleta List Tests Made: Size, depth and celeanlines of drilled holespeLexp. of epoxyIty . Total Inspection Time Each Day: Date: 5-13-19 Hours: 4 To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications an tl applicable workmanship provisions of the U.B.C. except as noted above. KCI ector Sig nature: Date: 5-13-19 Print full Name: Newport Beach Registration No.: David K. Archuleta NB -0690 67 City of Newport Beach Special Inspector Manual 0OgNUNI � Y COMM CITY OF NEWPORT BEACH DF"0PMENT COMMUNITY DEVELOPMENT DEPARTMENT JUN 14 2019 BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 ca'( OF nnv„1 (949) 644-3200 CZ, SPECIAL INSPECTION REPORT 'VEWPotaT BSP Project Address: 809 Newport Center Drive Permit Number: X2019-0035 Inspection Type Inspection Date (s): 5-14-19 ( ) Periodic (X) continuous Describe Inspection, Including Location(s): 1. Inspected placement and mechanical consolidation of approx. 19 d3 of ASTM C-94 concrete perBender Ready Mix#45K`1824001 4500 psl, 3/8” agg., 5" slum at 2 ea. new to existing footings per detail 13/S1.1 and new to existing slab on grade pourbacks iper detail 121S1.1 at Storefront. ALPerformed water control and sam lin of concrete. David K. Archuleta List Tests Made: Slump, temperature. Total Inspection Time Each Day: Data: 5-14-19 Hours: 4 List All Items Requiring Correction Include Previously Listed Uncorrected Items): None Comments: To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications an U applicable workmanship provisions of the U.B.C. except as noted above, cl ector Signature: Date: 5-14-19 Print Full Name: Newport Beach Registration No.: David K. Archuleta NB -0690 ONxslllns 67 Report of Special Inspection Project Name & Address 809 Newport Center Drive Newport Beach, CA 92660 Permit Number X2019-0035 Inspection Structural Steel Welding InspectionDate(s) 05/21/19 ty periodic Describe Inspection Made, including locations: Observed fit up and tack welding: - 1/4" (2-12) Fillet welds of (N) WF beam to (E) WF beam (Typ) - 1/4" Fillet welds of 3/8" Shear PL. to (E) W6x Col. (Typ) all around - 1/4" (2-12) Flare Beveled welds of C4x4.5 cont. C -Channel to 4" Dia. STD pipe Col. (Typ) 2 sides. - IX' f=illet welds of WT4x to. C4x4.5 C -Channel. @ Gridlines: X33/Y15-Y16, Ref Det: 1/51.2, 3/S1.2, 2/51.2, 3/S1.2, 5/S1.5 All completed welds were visually acceptable per AWS D1.1. AWS Certified Welder 1: Jose M. Sierra, #571-75-7922 Weld. Method. Used- FCAW-E71T-8, MR -232,0727 Dia.; Egwp: MillerTrailblazer. 280 Status: Work Completed. List Tests. Made Total Inspection Time Each Day: List Items Requiring Correction, Include Uncorrected Items Previously Listed: To the best of my knowledge, the work inspected was in accordance with the Building Department approved design drawings, specifications and applicable workmanship provisions of the IBC except as noted above. i-% 05/21/19 Print Full Name: Kimbo-Ung Registration No. NB -0722 FORM 81-R, 2014 STRUCTURAL INSPECTION CONSULTANTS ARCHULETA INSPECTIONS OFFICE/FAX: (626) 309-0055 CELL: (626) 235-8947 (24 HOURS) WEBSITE: ARCHULETAINSPECTIONS.COM REGISTERED INSPECTOR'S DAILY REPORT Project Address Reinforced Concrete Permit # Fire Proofing Inspection 809 Newport Center Drive Newport Beach, CA 92660 Drilled -In Anchors X2019-0035 City — Reinforced Masonry Project # _ _ Other Newport Beach 19.00926 -CA Engineer Weather Brandon &Johnston Indoor Contractor Temperature KDC Construction 70 Deg. Type of Reinforced Concrete X Structural Steel_ Fire Proofing Inspection — Pre -Stressed Concrete Drilled -In Anchors Epoxy Required — Reinforced Masonry _ _ Shotcrete/Gunite _ _ Other DATE: 5/21 /19 Observed fit up and tack welding: - 1/4" (2.12) Fillet welds of (N) WF beam to (E) WF beam (Typ) - 1/4" Fillet welds of 3/8" Shear PL. to (E) W6x Col. (Typ) all around - 1/4" (2-12) Flare Beveled welds of C4x4.5 cont. C -Channel to 4" Dia. STD pipe Col. (Typ) 2 sides. - 1/4" Fillet welds of WT4x to C4x4.5 C -Channel. Q Gridlines: X33/Y15-Y16, Ref Det: 1/S1.2, 3/S1.2, 2/S1.23 3/S1.2, 5/S1.5 All completed welds were visually acceptable per AWS D1.1. AWS Certified Welder 1: Jose M. Sierra, #571-75-7922 Weld Method Used: FCAW-E71T-8, NR -232,072" Dia., Equip: MillerTrailblazer 280 Status: Work Completed. CERTIFICATE OF COMPLIANCE ALL WORK LISTED ABOVE WAS INSPECTED AS REQUIERD BY THE APPROVE AN, SPECIFICATIONS, AND GOVERNING CODE i$imbo Ung._ SIGNATURE OF REGISTERED INSPECTOR ICC -8391227 NUMBER TIME IN TIME OUT REG. HOURS O.T. HOURS SAMPLES 10:00pm. 6:00am. 8 Alt inspecdom-based'on a mimmum of4 ftomsarm over4 hours— 8hmrrsmimmunr -if the Inspector is called-toapm}eet and no -worlds pert'orme..4 y -two hour minimum charge will be applied..r��y Approved by Dave Dragon /� Pmject Superintendent M ARCIETECT, ENGINEER, BU". GOFFICW. WHITE -OFFICE COPY CANARY -INSPECTOR'S COPY PINK-JOBCOPY FOR]Wg M-690