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Part 3.2.1-1 — Delete the outbound <br />unattended enclosure note. <br />2.06 <br />Hot Mixed Asphalt <br />5-04 <br />Add Special Document No. 2 — Hot Mix <br />Special Specification <br />Asphalt Special Specifications to the <br />Special Document Section located after <br />Technical Specifications. <br />2.07 <br />Civil Site Details Sheet <br />Sheet C18 <br />Add note under "Scale installation <br />C18 <br />Notes" in Detail Section A/C18: <br />THE CONTRACTOR SHALL COORDINATE <br />THE LOCATION OF THE SCALEHOUSE <br />TRANSACTION WINDOW AND THE <br />EDGE OF THE SCALE. THE SPACING <br />BETWEEN THE WINDOW AND EDGE OF <br />THE SCALE WILL BE A MAXIMUM OF 18 <br />INCHES. <br />2.08 <br />Specification 07 13 26 <br />07 13 26 <br />Change: 2.01.A2b to read "GCP <br />Bituthene 4000". <br />2.09 <br />Specification 07 22 70 <br />07 22 70 <br />Delete Specification 07 22 70 — Roof <br />Anchor Posts. <br />2.10 <br />Specification 07 25 00 <br />07 25 00 <br />In Specification 07 25 00 — Weather <br />Barriers, change Part 2.1.131a to read <br />"GCP Perm A Barrier VPS 30". <br />2.11 <br />Specification 081100 <br />081100 <br />Specification 08 1100 - Storefront is <br />added to Addendum No. 2. <br />2.12 <br />Specification 10 26 01 <br />10 26 01 <br />Delete Specification 10 26 01 — Wall <br />and Corner Guards. <br />2.13 <br />Specification 10 75 00 <br />10 75 00 <br />Delete Specification 10 75 00 — <br />Flagpoles. <br />2.14 <br />Door Hardware <br />-- <br />The exit device substitution <br />Substitution <br />(Dormakaba Precision 2000 Series) is <br />approved; however, the door closer <br />substitution (Dormakaba QDC100 <br />Series) is rejected. <br />2.15 <br />Hard-Cem Substitution <br />The structural engineer has no <br />exception to the Hard-Cem Integral <br />Hardening Admixture for concrete <br />finish. <br />2.16 <br />Hi -Tech PE90 <br />The structural engineer has no <br />Substitution <br />exception to the Hi -Tech PE90 <br />substitution request for joint filler. <br />END OF ADDENDUM NO. 2 <br />Page 2 of 3 <br />