Work to include Architectural, Structural, Fire, Electrical, Plumbing, and Mechanical.
S-1 : 18360 sqft - AJC REASSIGNED TO ANDREW 11/16/16
FINAL FIRE INSPECTION SAME DAY INSPECTION FEE PAID FOR C16-2006 UNDER THIS PERMIT - RED & GS 6/28/2019
Metal Building:
1. Provide "For Construction/Erection" drawings.
2. Provide minimum pretension requirements for the high strength bolts, on the plans. See ASCE section J3.
3. See AISC 341, section D2.2. See number (2), and detail D/4, please provide design of this connection, additionally the calculations appear to specify 1" diameter rod, but the detail and the end brace(between 1 and 2) shows 3/4". See number (3), Indicate hole type/size in the bolted connections, revise calculations as necessary. See number (4), Indicate required faying surfaces on the plans of connections of the LFRS per AISC 360 section J3.8.
4. See sheet 3.
a. Provide diagonal brace connection design and details.
5. See sheet 5.
a. Provide diagonal brace connection design and details. I'm looking at the end wall sections where the diagonal bracing connects.
Provide letter from special inspection agency who will perform the special inspections.
Comment remains. 12/21/2016
