Osan_-_Question_Set_6.pdf
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- FA8604-19-R-8108
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Osan Q & A Set 6
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| 19R81080003.pdf | ||
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| BOS613-01_(REV_A).dwg | DWG drawing | |
| Osan_-_Question_Set_1.docx | DOCX document | |
| 19R81080001.pdf | ||
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MMHS Osan Questions and Answers
FA8604-19-R-8108
Set 6 04/19/2019
Q1. Appendix D for Pallet Rack specifies seismic requirements for Osan AB Korea in paragraph 3.1..
Where are we to locate what these requirements actually are?
A1. Paragraph 3.3.1.4. of the Cover PD stated, “the system shall be designed to withstand seismic forces as specified in TI 809-04.” Upon review, it was determined that this specification is not current.
The specification has been updated to reference UFC 3-310-04 (SEISMIC DESIGN OF BUILDINGS) and UFC 3-301-01 (STRUCTURAL ENGINEERING). Values to be used for seismic design can be found in Table F-3 of
UFC 3-301-01.
These standards can be found at the following links:
https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-310-04 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-301-01
Q2. Also, it is now a standard practice to submit the concrete slab thickness and PSI to pallet rack manufacturers when asking for pallet rack to be rated for seismic areas. Can this be supplied?
A2. The following is the requested information as provided in the building design drawings. Drawing dimensions are in millimeters.
Q3. What are the SS and S1 ratings?
A3. See answer to Question 1 above.
Q4. Can a specific zone be provided?
A4. See answer to Question 1 above.
https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-310-04 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-301-01
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