2019-09-20 - Zimmerman Remodel - PAA399719.pdfOTTO NAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT
Job Number: 19-0804
Report Number: 399719
Permit Number: BLD2018-0576
Project: Zimmerman Remodel
Client: Edmonds Remodel Inc.
Address: 820 Dayton St, Edmonds
Address: P.O Box 1692, Edmonds
Inspector: Paul Kanikkeberg
Date: 9/20/19
Description'I Location
I Intended Use
5/8" anchor bolts epoxied into existing footing for holdowns along grid 4.
Inspected to approved plans and details.
Building Code & Year: 2015 IBC
❑ Reinforcing Steel
N All Thread
Bar/Dowel Size & Quantity:
Anchor Size & Quantity: 5/8" (5)
Rebar Manufacturer:
Type of Steel (ASTM): ❑ A-36 ❑ F-1554 N A-307
Grade: N 36 ❑ 50 ❑ 75 ❑ Other:
Rebar Grade: ❑ 40 ❑ 60 ❑ Other:
Type of Bar: ❑ A-615 ❑ A-706 ❑ Other:
Does Contractor Need to Schedule Torque Verification? N Yes ❑ No
Reason (if `No ): Contractor will ask engineer
Special Ductile Quality (SDQ): ❑ Yes ❑ No
Anchor Length: 48"
Hole Depth: 5"
Required Embedment: 5"
Hole Diameter: 3/"
Concrete Thickness: 10"
Concrete Strength: Existing
Hole Orientation: N Vertical Down ❑ Upwardly Inclined ❑ Horizontal
Base Material: N Normal Weight Concrete ❑ Lightweight Concrete ❑ CMU ❑ Brick ❑ Composite Deck
Hole Cleaning: N Compressed Air ❑ Hand Pump ❑ Vacuum Drill Bit ❑ Other:
Compressed Air PSI: 100
Drill Bit (ANSI B212.15): Y4" masonry bit
Brushed: N Yes ❑ No
Hole Condition: N Dry ❑ Damp ❑ Water Saturated ❑ Submerged
Adhesive Manufacturer/Type: Simpson AT-XP
Expiration Date: 4/28/20
[CC ESR #: 263
Certified Installer(s): n/a
Weather: Cloudy
Ambient Temperature: 58
Substrate Temperature: 58
Comments
Reference Standard(s) Used:
Conforms N Does Not Conform ❑
Copies to:
Client X Engineer Others —
Owner X Contractor Technical Responsibility:'
Architect X Building Dept. ' Jeff Rabe, Project Manager
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm is strictly prohibited.
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Form No.: ADMIN-86-03 (Rev. 08119)