HomeMy WebLinkAbout04249 Renton WA.Rpt.0007.2024-04-22.Masonry Observations.GREENMASONRY OBSERVATIONS REPORT
Report Number:M7241122.0007
Service Date:04/22/24 20225 Cedar Valley Rd Ste 110
Report Date:04/23/24 Lynnwood, WA 98036-6365
Task:Masonry Inspection 425-742-9360
Client Project
Chick-fil-A Inc Chick-fil-A #04249 Renton, WA (T)
Attn: Kari Teresa 375 Rainier Ave S
5200 Buffington Road Renton, WA 98055
Atlanta, GA 30097-3508
Project Number: M7241122
Services: Special Inspections / Materials Testing
Terracon Rep.: Joseph Allen
Reported To:Jim Hibbard with ESI
Contractor:ESI
Report Distribution:
See attached distribution list.
Reviewed By:____________________________________
Myndi Kraft
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
DM014, 04-29-22 Rev.5 Page 1 of 1
Permit No: C23000412
General Information
Jim Hibbard with ESI requested Terracon be on site for masonry observation, reinforcing steel observation of the following elements: walls. These
elements are being constructed by ESI. The results of observation(s) for today were reported to Jim Hibbard with ESI.
The construction documents referenced for this inspection include: Structural plans dated 12/21/2023.
Masonry Observations
Construction
Type
Masonry Block
Type/Size Elevation /Location Comments Status
Walls Normal Weight
8" - CMU
(2) Top of footing to 9'-4"/SW corner of New
lot.
Complies
A total of 1 set(s) of 3 masonry prisms were prepared by the masonry contractor. Please reference prism compressive strength report number
M7241122.0007A. Referenced document(s) were to details on S-602. Weather procedure(s) were not followed.
Reinforcing Steel Observations
Construction
Type
Elevation
/Location
Vertical Reinforcement
Summary
Bond Beam Reinforcement
Summary
Lintel Reinforcement
Summary
Embedded
Items Comments Status
Walls (1) Top of footing to 9'-4"/SW corner
of New lot.
#6 rebar at 8" on center.(2) #5 rebar in top of wall course.(2) #5 rebar in 2 courses above door.
Embed plates in top course.Complies
Vertical bar positioners were not utilized. Referenced document(s) were Details on S-602.,.
Compliance Statement
Based on our observations, masonry activities observed at the above-referenced locations appeared to be completed in general accordance with
the project plans and specifications.
Photo Log
Report Number:M7241122.0007
Service Date:04/22/24 20225 Cedar Valley Rd Ste 110
Report Date:04/23/24 Lynnwood, WA 98036-6365
Task:Masonry Inspection 425-742-9360
Chick-fil-A IncAttn: Kari Teresa
CT0001, 10-16-13, Rev.10 Page 1 of 1
(P1) Grout fill for trash bin enclosure.
(P2) Grout fill of trash bin enclosure.
Report Date:
Service Date:
Report Number:
Task:
M7241122.0007
04/22/24
04/23/24
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360Masonry Inspection
Distribution List
Distribution Page
(1) Chick-fil-A Inc, Kari Teresa
(1) Barghausen Consulting Engineers, Inc., Alex Bell
(1) City of Renton WA, Development Engineering
(1) City of Renton WA, Patrick Decaro
(1) City of Renton WA, Yong Qi
(1) ESI Construction Inc, Eric Quevedo
(1) ESI Construction Inc, Jim Hibbard
(1) Jones Lang Lasalle, Agustin Solaberrieta
(1) Jones Lang Lasalle, Maggie Nuckols
(1) Mayes Testing Engineers, Inc, Belinda Rix
(1) Mayes Testing Engineers, Inc, Myndi Kraft