2333 SEAWAY BLVD 2018-01-01 MF Import

e / Plan Check 1721 Larry Callahan August 7, 1985 Page Two e. Any spray-on fireproofing. Sections 306(a)1,4,5,9,11 2. The shop welded steel components should be constructed by a fabricator approved and registered by you. Secti�n 306(f) 3. We suggest you require welders certified by a third party qualit�� control agency such as 1JA60. Section 2714(a) 4. The soil report: a. A general review of the fin?1 design by the foundation engineer is recomnended. See page 2 of the report. b. Perimeter footing drains should be provided. See page 5 of Lhe soil report. 5. A report of satisfactory placement of the compacted structural fill acceptable to you should be submitted. Section 2903(a) 6. Complete design and details of the exterior window-wall system should be provided. Section 301(b) 7. The details of the suspended ceiling system should be provided including the lateral sway bracing. Section 4701(e) and UBC Sta�dard 47-18 8. Exposure B was assumed in the application of the wind load to this build- ing. This should correlate with site conditions. Section 2311(c) 9. The W18 x 65 composite beam that supports the mechanical equipment located between grid lines B and C and 9rid line 2.1 on the roof framing plan should be shown extending to the W18 x 106 beam. See Sheet 2.1.4 10. The function of the column shown on grid line D at grid line 2.3 should be clarified. See roof framing plan on Sheet 2.1.4. 11. The force component of the W6 x 20 brace that �is in line with grid line A should be resisted. See partial plan at upper level on Sheet 2.1.4. 12. For your information, the applied design seismic load for this building would be conservative if compared with loads based on the period determined on Lhe bases of formula 12-3 in Sect�on 2312(d). (Approximately 2/3) 13. For your information, the drift of this building based on the design seismic loads and the wind loads based on exposure B substantially complies to the code. Approximately the drift are as follows: Earthquake = .0052 which nearly eq�als .005; and wind = .0011 which is less than .0025. Section 2312(h)