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1 <br /> Q18. There are references to Section 40 61 13 System Integrator in multiple <br /> specification sections, but section 40 61 13 is not included in the Contract <br /> Documents. Please advise. <br /> RESPONSE: THE INTENDED REFERENCE WAS TO SECTION 40 90 00. <br /> THIS SECTION HAS BEEN ADDED TO THE SPECIFICATIONS AND IS <br /> INCLUDED AS AN ATTACHMENT TO ADDENDUM 3. 1 <br /> Q19. Section 03 30 00 Cast-in-place concrete, 2.01 F & G Materials calls for floor <br /> hardener and floor sealer. The Floor Sealer references section 09 90 00 1 <br /> Building Painting, but nothing is specified for the concrete floor in this section. <br /> Is a floor sealer and floor hardener required for the new electrical building <br /> slab? If so, please provide the floor sealer product. ' <br /> RESPONSE: SPECIFICATION 09 90 00 HAS BEEN MODIFIED TO <br /> INCLUDE REQUIREMENTS FOR THE FLOOR SEALER PRODUCT. <br /> THESE MODIFICATIONS ARE INCLUDED IN ADDENDUM 3. 1 <br /> Q20. Plan Sheet S6 calls for "2x6 framing at 2ft OC typ top and bot chord of truss," <br /> and also calls for "2x6 DF-L @ 48" OC" as shown in Section A. Which spacing I <br /> callout is correct— 2ft OC or 4ft OC? <br /> RESPONSE: THE 2FT SPACING IS ONLY AT THE WIDER SPANS WHERE <br /> THE MECHANICAL UNITS OCCUR, OTHERWISE THE 4 FT SPACING IS <br /> APPROPRIATE. <br /> Q21. The plan sheets go from S9 to S11. Is there no drawing S10? I <br /> RESPONSE: DRAWING SHEET Si0 IS UNUSED, AS INDICATED IN THE <br /> SHEET INDEX PROVIDED ON SHEET G2. <br /> Q22. Please confirm that only the Service Duct bank and Power & Control Duct I <br /> banks denoted by notes 5, 6, and 8 require rebar, concrete encasement, sand <br /> and CDF backfill as shown on Details 2 & 4/Sheet E-13 and that all other 1 <br /> conduit runs are direct bury. <br /> RESPONSE: THAT/S CORRECT. ONLY THE SERVICE DUCT BANK <br /> FROM THE SUBSTATION TO THE NEW BUILDING AND THE POWER& <br /> CONTROL DUCT BANK BETWEEN THE NEW AND EXISTING BUILDINGS <br /> HAVE CONCRETE ENCASEMENT. OTHER BURIED CONDUITS ARE <br /> DIRECT-BURY OR BENEATH THE NEW FLOOR SLAB. I <br /> Q23. Please reference Detail 2 on Sheet E13. The rebar hoops for the power and <br /> control conduits are shown as continuous. Please confirm that this is not I <br /> intended and that lapped hoops are acceptable. <br /> RESPONSE: LAPPED HOOPS ARE ACCEPTABLE. <br /> 1 <br /> I <br /> Addendum 3 to Evergreen Pump Station Modifications(WO#UP3747-3) Page 16/17 <br /> CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8800 • Fax(425)257-8882 <br />