HomeMy WebLinkAboutX2020-0107 - MiscCity of Newport Beach Special Inspector Manual
Project Address,
Permit Number:
Inspection Type
Inspection Date
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
.%vr:, neaoo r.bea,; r,.:.3 w ; 1 (949) 644-3200
SPECIAL INSPECTION REPORT
119 Fiore
X2020-0107
2-6-20
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MAR l 2020
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Describe Inspection, lincluding Locations :
1. Inspected embedment procedures to install ASTM A-615-60 #4 rebar dowels using Simpson SET-XP
epoxy adhesive (exp. 6/5/21) at the locations described below:
A) #4 rebar dowels @ 24"o.c. T-B at Post -Foundation Connection per detail 1/D-1
B) #4 rebar dowels @ 12" o.c. T-B at new Pad to Existing Footing per detail 2/D-1.
C #4 rebar dowels @ 12"o.c. at new to existing slab on grade per detail 2 D-1
Llst Tests Made:
Size, depth and celeanl(nes of drilled holes, type/ exp. of epoxy.
Total Inspection Time Each Day:
Date: 2-6-20
Hours: 4
List All Items Requiring correction (Include Previously Listed uncorrected Items):
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.
cl ector ignature:
Date:
2-6-20
Print Full Name:
Newport Beach Registration No.:
David K. Archuleta
NB-0690
67
City of Newport Beach Special Inspector Manual
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Project Address:_
Permit Number:
Inspection Type (s)
Inspection Date (s)
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P O. Box 1768 1 Newport Beach, CA 92658
vrv-vv, nev.portoeacw a g�), 1 (949) 644-3200
SPECIAL INSPECTION REPORT
119 Fiore
X2020-0107
Epoxy
2-10-20
( ) Periodic (%A Continuous
Describe Iris ection IncludInfil Loratlon s :
1. Inspected placement and mechanical consolidation of approx. 5yd3 of ASTM C-94Concrete at qty.
2 ea. Post Foundations per details 1 & 2/D-1 and new to existing slab per detail 2/D-1.
A) Performed water control & sampling of concrete for compressive strength testing.
2. Inspected embedment procedures to retrofit install qty. 2ea. 5/8" dia. ASTM A-307-SS Anchor Bolts
at post base to footing connection per detail 1/D-1 using Simpson SET-XP epoxy adhesive (exp. 6/5/21).
List Tests Made:
Slump, temperature of concrete. _
Size, depth and celeanlines of drilled holes, type/ exp. of epoxy.
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.B.C. except as noted above.
ci Vector Signature:
Date:
2-10-20
Print Full Name:
Newport Beach Registration No.:
j David K. Archuleta
NB-0690
RVA