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2300 MERRILL CREEK PKY ZAP ENERGY 2023-09-26
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2300 MERRILL CREEK PKY ZAP ENERGY 2023-09-26
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Last modified
9/26/2023 2:53:14 PM
Creation date
8/24/2023 9:02:54 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2300
Tenant Name
ZAP ENERGY
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POST -INSTALLED ANCHORS REPORT <br />MAYES I 1 rerracon <br />Report Number: M7231156.0001 <br />Service Date: 05/01 /23 <br />Report Date: 05/08/23 <br />Client <br />Zap Energy Inc <br />Attn: Julie Yinger <br />506 2nd Ave Ste 1400 <br />Seattle, WA 98104-2329 <br />Permit No.: B2302-100 <br />20225 Cedar Valley Rd Ste 110 <br />Lynnwood, WA 98036-6365 <br />425-742-9360 <br />Project <br />Zap OPUS TI Steel Bridge and Stairs <br />2300 Merrill Creek Pkw <br />Everett, WA <br />Project Number: M7231156 <br />GENERAL INFORMATION <br />Inspected the mechanical and adhesive anchors installed at the base connections for stairs at grids J-K/3.8-4. <br />Contractor installed a total of 16-1/2" diameter by 10" long all -thread rods at the column base plates. Holes were <br />drilled to 7", per drawing, and were properly cleaned out. The epoxy used was Hilti HIT-HY 200A V3 (lot no. <br />15117224, expiration 11/2023). Note: Per phone call to Chris Davies (KPFF), the substitution of the HY 200 <br />from the RE 500 has been approved. Verified the 4-1/2" x 2-1/2" Hilti KB TZ 2 anchors installed at the stringer <br />base have been torqued to 50 foot-pounds as specified. <br />COMPLIANCE STATEMENT <br />To the best of our knowledge, the items inspected today are in conformance with approved plans and <br />specifications. <br />Services: Special Inspections / Materials Testing <br />Mayes/Terracon Rep.: David Schmutzler <br />Reported To: Trico <br />Contractor: Trico <br />Report Distribution: <br />(1) Zap Energy Inc, Julie Yinger (1) City of Everett WA, Cindy Bergsma <br />(1) City of Everett WA, Permit Services <br />(1) Mayes Testing Engineers, Inc, <br />Donna Pollard <br />(1) Zap Energy Inc, Steve Zwaller <br />(1) JPC Architects LLC, Anna Griffith <br />(1) Mayes Testing Engineers, Inc, <br />Mike Mattox <br />Reviewed By: A� --&� <br />Barry Tuttle <br />Project Field Manager <br />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 <br />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 <br />the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. <br />CT0001, 10-16-13, Rev.10 Page 1 of 1 <br />
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