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CITY OF NEWPORT BEACH REPORT OF SPECIAL INSPECTION
TYPE OF INSPECTION: Epoxy set horizontal rebar dowels DATE: 2/22/2019
OWNER: Scharing REGISTRATION No.: NB0569
PROJECT ADDRESS: 431 Colton, Newport beach CA
ARCHITECT: Orange CountyDrafting& Design
ENGINEER: TMC Engineers
PROJECT TYPE: Residential remodel, addition BUILDING PERMIT: X2018-3382
Observation and verification of the following work:
Installation of epoxy set horizontal rebar dowels at new to existing footing connections.
(2) #5 horizontal rebar dowels installed T & B w/ min 6" embedment into existing exterior
footing at new to existing footing connections at left side exterior of house.
See detail 15/S1 (A) (4 locations, 16 dowels total)
All work done in accordance with City of Newport Beach Building Department approved
construction plans, ICC Evaluation Service Report 2508, ASTM C172/C31,
ACI 318-5.6, 5.8, 5.9, 5. 10, and CBC sectionsl903/1704.4.
Holes were drilled to the required diameter and embedment depth, holes were blown out at
101 psi, brushed out, and then blown out again at 101 psi prior to epoxy application.
All horizontal rebar dowels were inserted into epoxy filled holes and rotated Y turn at time of
installation. Simpson epoxy SET -XP was used.
No problems noted at time of inspection.
Steve Skeffington Deputy Inspector
ICBO CERTIFICATIONS: 1030205-10, 20, 30, 40, 49, 50, 51, 55, 60, 89
ICC CERTIFICATIONS: 1030205-B3, 135, 136, C5, C8, E5, M5, P5, R5, CB
ACI FIELD TECHNICIAN GRADE 1: 0023995
19386 Highridge Way • Trabuco Canyon • CA 92679 • (949) 228-1261 • steve@coastdevelopmentnet
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CITY OF NEWPORT BEACH REPORT OF SPECIAL INSPECTION
TYPE OF INSPECTION: Epoxy set horizontal rebar dowels DATE: 2/26/2019
OWNER: Scharing REGISTRATION No.: NB0569
PROJECT ADDRESS: 431 Colton, Newport beach CA
ARCHITECT: Orange Count Drafting& Design
ENGINEER: TMC Engineers
PROJECT TYPE: Residential remodel, addition BUILDING PERMIT: X2018-3382
Observation and verification of the following work:
Installation of epoxy set horizontal rebar dowels.
#3 horizontal rebar dowels installed 18" oc w/ min 6" embedment into existing exterior
footing at new foundation slab on grade to existing exterior footing connections at left side
exterior of house. See detail 15/S1 (B) (22 dowels total)
#3 horizontal rebar dowels installed 18" oc w/ min 4" embedment holes drilled angled down
into existing exterior stem wall footing at new flat work on grade to existing exterior footing
connection at side of garage. No detail provided (15 dowels total)
All work done in accordance with City of Newport Beach Building Department approved
construction plans, ICC Evaluation Service Report 2508, ASTM C172/C31,
ACI 318-5.6, 5.8, 5.9, 5.10, and CBC sections1903/1704.4.
Holes were drilled to the required diameter and embedment depth, holes were blown out at
99 psi, brushed out, and then blown out again at 99 psi prior to epoxy application.
All horizontal rebar dowels were inserted into epoxy filled holes and rotated'/ turn at time of
installation. Simpson eox SET -XP was used.
No problems noted at time of inspection.
Steve Skeffington Deputy Inspector
ICBG CERTIFICATIONS: 1030205-10,20,30,40, 49, 50, 51, 55, 60, 89
ICC CERTIFICATIONS: 1030205-B3, B5, B6, C5, C8, E5, M5, P5, R5, CB
ACI FIELD TECHNICIAN GRADE 1: 0023995
19386 Hlghridge Way • Trabuco Canyon • CA 92679 • (949) 228.1261 • steve@coastdevelopmentnet
Requested Information/Clarification:
The building inspector needs clarification on item #4 in the General Requirements section of page
#S-1 regarding the site observations requirement.
Per Contractor name Tom Higgs as the Client/ Owner representative at Breakwater Builders, Inc. He
is very confidence with the work he do as licensed contractor, he will be fully responsible for the work
to meet requirements per approved drawings. He requested not require structural observation from
engineer at 431 Colton St., NB. I am as Engineer of record agree with his requested and he will take
fully responsible for the work unless city inspector not approve for his requested
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Request for Information Page 1 of 1
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CONTRACTOR
CONSTRUCTION
COMPANY:
REQUEST
Breakwater Builders, Inc.
FOR INFORMATION
RFI REQUESTER:
RFI DATE:
David Reed — Building
Inspector
2/25/19
RFI: 1.0
PROJECT
NAME:
DESIGN FIRM:
431 Colton
TMC Engineers Inc.
PROJECT
CONST. PROJECT
RFIDATE
NUMBER:
MANAGER:
RFI RESPONDER:
RESPONDED:
Tom Higgs
Tien Chu
3/6/19
Requested Information/Clarification:
The building inspector needs clarification on item #4 in the General Requirements section of page
#S-1 regarding the site observations requirement.
Per Contractor name Tom Higgs as the Client/ Owner representative at Breakwater Builders, Inc. He
is very confidence with the work he do as licensed contractor, he will be fully responsible for the work
to meet requirements per approved drawings. He requested not require structural observation from
engineer at 431 Colton St., NB. I am as Engineer of record agree with his requested and he will take
fully responsible for the work unless city inspector not approve for his requested
"-�=XWTW
Request for Information Page 1 of 1
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