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4 PART III –STATEMENT OF SPECIAL INSPECTIONS <br /> Instructions: The registered design professional shall describe the necessary inspections for the <br /> project``in the inspections required box. The inspection frequency shall be identified as either periodic <br /> or continuous, or performed as specified and notated in accordance with the applicable referenced <br /> material standard (e.g. AISC 3601341,TMS 402/602) prescribed by code <br /> Inspection Type _ Inspections Required — Fre uenc <br /> Steel p.)705.2 <br /> :r:{:•tea m�i ::< <br /> fiErirete- 1705.3 Post installed anchorage to hardened concrete. Periodic <br /> Simpson Strong-Tie Titen HD Screws. ICC-ES <br /> ESR-2713. <br /> .:. tcineVmA705.4 <br /> 1. Wood- 1705.5 <br /> Soils-1705.6 <br /> Deep Foundations <br /> fl er�Piles-1705.7 <br /> CsJtt;.FIi�ee-Piers- 1705.8 <br /> z } eicii files-105.9 <br /> i' <br /> Wind Resistance- 1705.11 Not applirable in the City of Trac <br /> Pg 3—Revised 04)0612020 MNSu11dinglSPECIAL INSPECTION1Special inspection Agreement Form Revised 4-2020.docx <br />