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Geotechnical Engineering, Construction Inspection & Matedals Testing
PULL TEST REPORT
Report Number: 320723
Project: Edmonds Public Restrooms Permit Number: BDL2016-276
Address: 121 5t" Avenue North, Edmonds Job Number: 17-0059
Client: Forrest Garden Construction, LLC Client Address: 3002 NW 68t" Street, Seattle
Technician(s)
and Date Remarks
Chad Kuebler Performed pull tests at the designated locations. Our defined scope of services Included a total of�
p 6
Jeramy Gronau pull tests. Please refer to the attached tables 1 and 2 which provide the identification layout and
1/25/2017 testing analysis.
Table 1 -
Test Location Identification
Test
Building
Floor Number W
WW�ITIT - m Location
n
1
1
1
East side bathroom concrete section.
2
1
1
East side bathroom concrete section,
3
1
1
North side bathroom concrete section.
4
1
1
East side bathroom masonry section,.
5
1
1
—
East side bathroom masonry section.
_--...._---�..�,. �................... �....--. .._........�......
_—
6
--
1
� ._ ........
-..
1
North side bathroom masonry section.
7
8
9
10
11
12
Copies to:
Owner X Contractor
Architect X Building Dept. Technical Responsibility:
X Engineer 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.
Page 1 of 2
6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221
Form No.: ADMIN-75-03 (Rev 04106)
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ASSOCIATES, I
Geotechnical Engineering, Construction Inspection & Materials Testing
Job Number: 17-0059
PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT
Report Number: 339512
Project: Edmonds Public Restrooms Client:
Address: 121 5th Avenue North, Edmonds Address:
Inspector: Darren Reid Date:
Permit Number: BLD2016-278
Forrest Garden Construction, LLC
3002 NW 68th Street, Seattle
1 /26/2017
Description/Location: '/" all thread epoxied into concrete roof, along west elevation, for canopy bracing, per B/L13 (lower brace).
Intended Use: Canopy brace Building Code & Year: IBC 2015
❑ Reinforcing Steel ® All Thread
Bar/Dowel Size & Quantity: Anchor Size & Quantity: '/2" (3)
6.._........... ._ ... ....._ .......... �...... -
Rebar Manufacturer: Type of Steel (ASTM): ® A-36 ❑ A-325 ❑ A-449
Rebar Grade:µµµµµµµ ❑ 40 ❑ 60 ❑ Other: El Other:
Type of Bar: ❑ A-615 ❑ A-706 ❑ A-775 ❑ Other:
Special Ductile Qualm.. .... �.. p Quality (SDQ) ❑ Yes ❑ No
Anchor Length: 6"-6 W Hole Depth: 4"-4'/z" Required Embedment: 4"
Hole Diameter: 5/8" - . D.................Concrete Thickness................6' roof slab Concrete Strength: trength: n/a
Hole Orientation: ❑ Vertical Down ❑ Vertical Up ® Horizo
ntal
Base Material:� ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU .__�..... �� �WWmmmmmmmITIT-.._.�.. ❑ Brick ❑ Composite Deck
Hole Cleaning: ® Compressed Air ❑ Hand - ...... �_-
�..
' d Pump ❑Other: Compressed Air PSI: 80-100
®D p ❑ Water Saturated ❑ Submerged
Brushed: ®Yes ❑No Hole Condition Dry El -
Drill Bit (ANSI B212 15): ® Yes ❑ No Approved Diamond Cored Hole ❑ Yes ® No
---
Adhesive Type: Simpson AT XP Expiration Date: 9/6/2017 ICC ESR #: 263
Weather: Overcast Ambient Temperature: w _WnmIT�'� perature: 38°F Substrate Temperature: 46°F
Comments
Plan calls out Simpson Set per ESR #1772. *Conformance pending engineer's approval.
Reference Standard(s) Used: Conforms X* Does Not Conform
Copies to:
Client X Engineer Others
Owner X Contractor Technical Responsibility:
Architect X Building Dept. —#V—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,
Page 1 of 1
6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221
Form No.: ADM/N-86-02 (Rev. 05113)
ASSOCIATES,I
Geotechnical Engineering,
g' g, Construction Inspection &Materials Testing
PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT
Job Number: 17-0059 Report Number: 339513 Permit Number: BLD2016-278
Project: Edmonds Public Restrooms Client: Forrest Garden Construction, LLC
Address: 121 5th Avenue North, Edmonds Address: 3002 NW 68th Street, Seattle
Inspector: Darren Reid Date: 1/26/2017
Description/Location: '/" all thread epoxied into solid CMU parapet walls for canopy bracing at west elevation (x4) and along north
elevation (x2) - over family bathrooms (upper brace).
Intended Use: Canopy brace Building Code & Year: IBC 2015
❑ Reinforcing Steel ® All Thread
Bar/Dowel Size & Quantity: Anchor Size & Quantity: '/2" (6)
Rebar Manufacturer: Type of Steel (ASTM): E A-36 ❑ ❑ A-449 A-325 - 49 5
Rebar Grade: ❑ 40 ❑ 60 ❑ Other: ❑ Other:
Type of Bar: ❑ A-615 ❑ A-706 ❑ A-775 ❑ Other:
Quality Ductile Special .Q.... _ �-......._..�. ..____.-.......... -.�.. ..._...�
p y ( SD ): ❑ Yes ❑ No
— -.... ... _ - ...._ ....� ........... _.. ....-
Anchor Length: 6 -6'/4" Hole Depth: 4"-4 /2" Required Embedment: 4'/"
Hole Diameter 5/8" Concrete Thickness: 8" CMU Concrete Strength: n/a
.. Hole Orientation: Down-. p .....-
❑ Vertical U E Horizontal
Base Material: ❑ Normal Weight Concrete ❑ Light Weight Concrete E CMU ❑ Brick ❑ Composite Deck
Hole Cleaning ® Compressed Air ❑ Hand Pump ❑ Other -- _ Compressed Air PSI 80-100
r......
Brushed: � „ � ®Yes ❑ Noole Condition: E Dry ❑Damp El Water Saturated ❑ Submerged
� ed�
Drill Bit (ANSI B212.15): E Yes ❑ No Approved Diamond Cored Hole: ❑ Yes E No
Adhesive Type: Simpson AT XP Expiration Date: 9/6/2017 ICC ESR #: 261
......'v a,.....,. - _.. _..._.. .......-� w... _----.w..._......-.- .
Weather. Overcast Ambient Temperature: 38°F Substrate Temperature: 47°F
........ _ ....... .........._ ........ ................ -.. _ .. -
Comments
Plan calls out Simpson Set per ESR #1772. *Conformance pending engineer's approval.
Reference Standard(s) Used: *
Conforms X Does Not Conform
Copies to:
Client X Engineer Others
Owner X Contractor Technical Responsibility:
Architect X Building Dept. ,&eif 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,
Page 1 of 1
6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221
Form No.: ADMIN-86-02 (Rev. 05113)