seismic leasing requirementso x n ) seismic leasing requirements (continued) federally leased...

50 ° Seismic Leasing Requirements Federally Leased Buildings Complying with RP8 Conterminous United States 120° 110° 100° 90° 80° 70° 45° 40° 35° Buildings are exempt from RP8 requirements S DS < 0.33g and S D1 < 0.133g 30° Buildings where the total area leased by the Federal Government is less Map and underlying data prepared by U.S. Geological Survey in May 2012, in collaboration with the National Institute of Standards and Technology (NIST)-funded Building Seismic Safety Council than 10,000 ft 2 are exempt from RP8 (BSSC) Interagency Committee on Seismic Safety in Construction (ICSSC). requirements All other values of S DS and S D1 not Building Seismic Safety Council, 2011, Standards of Seismic Safety for Existing Federally Owned and Leased Buildings, ICSSC Recommended Practice 8 (RP8): NIST GCR 11-917-12, National belonging to the other two categories Institute of Standards and Technology, Gaithersburg, MD. Building Seismic Safety Council, 2009, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures: FEMA P750/2009 Edition, Federal Emergency Buildings must meet RP8 Management Agency, Washington, DC. requirements Huang, Yin-Nan, Whittaker, A.S., and Luco, Nicolas, 2008, Maximum spectral demands in the nearfault region, Earthquake Spectra Volume 24, Issue 1, pp. 319-341. S DS ≥ 0.50g or S D1 ≥ 0.20g Luco, Nicolas, Ellingwood, B.R., Hamburger, R.O., Hooper, J.D., Kimball, J.K., and Kircher, C.A., 25° 2007, Risk-Targeted versus Current Seismic Design Maps for the Conterminous United States, Structural Engineers Association of California 2007 Convention Proceedings, pp. 163-175. Notes: Petersen, M.D., Frankel, A.D., Harmsen, S.C., Mueller, C.S., Haller, K.M., Wheeler, R.L., Wesson, 1. The mapped S DS and S D1 values are the design spectral R.L., Zeng, Yuehua, Boyd, O.S., Perkins, D.M., Luco, Nicolas, Field, E.H., Wills, C.J., and accelerations for the default soil classification, Site Class D. Rukstales, K.S., 2008, Documentation for the 2008 Update of the United States National Seismic 2. See RP8 Section 1.3 for full details of exemptions. Hazard Maps: U.S. Geological Survey Open-File Report 2008-1128, 61 p.

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Page 1: Seismic Leasing RequirementsO X N ) Seismic Leasing Requirements (continued) Federally Leased Buildings Complying with RP8 Alaska, Hawaii, and Puerto Rico 161° 23° 160° 159° 158°

50°

Seismic Leasing RequirementsFederally Leased Buildings Complying with RP8

Conterminous United States 120° 110° 100° 90° 80° 70°

45°

40°

35°

Buildings are exempt from RP8 requirementsSDS < 0.33g and SD1 < 0.133g

30°Buildings where the total area leased by the Federal Government is less Map and underlying data prepared by U.S. Geological Survey in May 2012, in collaboration with the

National Institute of Standards and Technology (NIST)-funded Building Seismic Safety Council than 10,000 ft2 are exempt from RP8 (BSSC) Interagency Committee on Seismic Safety in Construction (ICSSC). requirements

All other values of SDS and SD1 notBuilding Seismic Safety Council, 2011, Standards of Seismic Safety for Existing Federally Ownedand Leased Buildings, ICSSC Recommended Practice 8 (RP8): NIST GCR 11-917-12, National belonging to the other two categories Institute of Standards and Technology, Gaithersburg, MD.

Building Seismic Safety Council, 2009, NEHRP Recommended Provisions for Seismic Regulationsfor New Buildings and Other Structures: FEMA P750/2009 Edition, Federal Emergency Buildings must meet RP8 Management Agency, Washington, DC. requirementsHuang, Yin-Nan, Whittaker, A.S., and Luco, Nicolas, 2008, Maximum spectral demands in the nearfault region, Earthquake Spectra Volume 24, Issue 1, pp. 319-341. SDS ≥ 0.50g or SD1 ≥ 0.20g

Luco, Nicolas, Ellingwood, B.R., Hamburger, R.O., Hooper, J.D., Kimball, J.K., and Kircher, C.A., 25° 2007, Risk-Targeted versus Current Seismic Design Maps for the Conterminous United States,

Structural Engineers Association of California 2007 Convention Proceedings, pp. 163-175. Notes:Petersen, M.D., Frankel, A.D., Harmsen, S.C., Mueller, C.S., Haller, K.M., Wheeler, R.L., Wesson, 1. The mapped SDS and SD1 values are the design spectralR.L., Zeng, Yuehua, Boyd, O.S., Perkins, D.M., Luco, Nicolas, Field, E.H., Wills, C.J., and accelerations for the default soil classification, Site Class D. Rukstales, K.S., 2008, Documentation for the 2008 Update of the United States National Seismic 2. See RP8 Section 1.3 for full details of exemptions. Hazard Maps: U.S. Geological Survey Open-File Report 2008-1128, 61 p.