16.
Please provide general contractor insurance requirements. See attached – typical expectations.
See attached.
17.
The exterior wall details show batt insulation. The specification calls for an "Asphalt treated Kraft
paper one side" (Section 07212, paragraph 2.02C). It is unusual to have a paper faced product in a
commercial structure. This product is an acceptable product in a fire rated assembly as long as it is
covered with 5/8" type X sheetrock. If it is not covered it will burn. Please confirm that. Non-faced.
18.
Please confirm the wall type for the elevator shafts. A conventional wall assembly with a layer of
5/8” sheathing each side cannot be built at a shaft. We recommend a C-H stud with 1” shaft wall liner
and 5/8” Type X. C-H Stud will be required.
19.
Provide wall type information for the walls at Room 107 Office. 6” Metal stud with sound batts in
interior walls.
20.
Paul, have you made any progress with the adjacent property owner regarding use by the
contractor for staging & lay down? I have received verbal that they would allow us to store next door –
nothing in writing
21.
Regarding the storefront: please verify the specified series, one of the glass contractors says that
the proper series for YKK is YES 45 XT not YES 45 FS/FI. It would need to be yes 45 FI – FS is a ¼” glass
system only I believe.
22.
The elevated slabs on Sheets S121 to S171 are two way slabs with column strip bars and middle
strip bars. Detail 9/S305 gives the layout for figuring the column strip top and bottom bars but there is
no detail for figuring the lengths of the middle strip bars. Please provide a detail for the middle strip
bars so we can determine the lengths. See attached.
23.
How much time does the Owner’s sub need to install the storage partitions? When can they
start? What power / other requirements will they have? Contact Pat Nesbitt at Janus International –
770-562-2850.
24.
The specifications require the fire alarm system to be EST. Will other manufacturers be
considered? Yes – open bid.
25.
The foundation plan indicates 30” and 42” diameter piers. The Pier Reinforcement Schedule on
sheet S301 does not have these pier sizes. Please provide pier reinforcement information for 30” & 42”
piers. See attached.