Subcontractors

conduit size for P39 to be 1-1/2". Please advise for both questions.R: Conduits #13 and #14 on Section C10 are shown to feed panel 41MTS1.These feeders should terminate in panel 65MTSI instead of panel 41MTS1.Additionally, the conduit size shown for these feeders is 1", but should bechanged to 1-1/2". These modifications will also need to be incorporated intosection C7 (conduits 1 and 2) and section C8 (conduits 1 and 2). The Drawing05-SE-25 will be reissued as part of Addendum No. 7.42. Q: (AW)Drawing 64-E-1/E-2 - Please show location for FP-64-1 Lime Systemcontrol Panel.R: The control panel FP-64-1 is provided by the lime system supplier. As such, itwill be located within the lime silo. However, the exact location of all equipmentwithin the lime silo is not known at this time. This is a "packaged system" thatis provided by the lime system supplier and the control panel FP-64-1 is part ofthe package.43. Q: (AW)With reference to 042113.13 page 5 Part 2.06, please note that thehorizontal joint reinforcement is specified to be hot dipped galvanized withstainless steel pintles - these product manufacturers will not provide stainlesssteel pintles to hook into hot dipped galvanized eyes and side rods. Pleaseschedule the cavity wall reinforcement with like steel properties.R: Provide hot dipped galvanized products in lieu of stainless steel. SeeAddendum No. 8.44. Q: (AW)With reference to 042113.13 page 3 Part 2.01, the facing brick is specifiedType FBX. The color list within specification 090600 Supplement 3-1 indicatesthe brick color and basis of design to be "Boral Bricks, Wire Cut, Red Modular.Please note that Boral, nor other southeast United States brick manufactures,make a red brick in Type FBX - rather they are Type FBS. Please advise.R: Type FBS is acceptable. See Addendum No. 8.45. Q: (AW)Relative to the brick veneer specified for the project, we are unable todetermine if a color mortar is required or if the mortar is intended to be standardgrey. Pleas advise.R: The mortar color shall be Lafarge Sahara or similar. See Addendum No. 8.46. Q: (AW)Please clarify in Addendum #6 if the new GL limits are all 10 times greaterthan intended. (Occurrence limit is meant to be $2,000,000.00, not$20,000,000.00.)R: No change.47. Q: (AW)Please revise the last sentence in Sect 1.02 E in Addendum #6 to read:"The Contractor may provide General Liability, Automobile Liability, andEmployer's Liability with lower limits provided that the Umbrella/Excess Liability05/1608 02001-158A QR 5-13