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2019 Oregon Structural Specialty Code (OSSC) 2019 Oregon Zero Energy Ready Commercial Code (Chapter 13 of the 2019 OSSC) ... Seismic: Design Category is D1. OSSC section 1613 is used to design for earthquake loads. Institute of Building Sciences. recognized in the seismic design requirements. Vibration Isolation and Seismic Control Manufacturers Association, contact Mr. Robert Ecker, 610-971-4850. 5. Except for Seismic Design Category A, for which Chapter 21 does not apply, the following provisions shall be … Standard Seismic Applications Guide - IBC Category D, E, F The following are all the IBC Category D,E,F 2 Code Requirements for lay-in acoustical panels and direct-hung acoustical tiles. Design for seismic risk mitigation AWWA M41 Chapter 14. County Design Requirements: Soil Bearing Capacity. Oregon Seismic Design History . The value of S DS determined in accordance with Section 1613.3 of the International Building Code is permitted to be used to set the seismic design category in accordance with Table R301.2.2.1.1. Snow: • Per 2014 OSSC, Ground snow load is based on Snow Load Analysis for Oregonas published by the Structural Engineer Association of Oregon. Handouts. A seismic zone is used to describe an area where earthquakes tend to focus; for example, the New Madrid Seismic Zone in the Central United States. Design load-bearing values of soils. Surface displacement due to faulting or seismically induced lateral spreading or lateral flow. For the list of exemptions, refer to the Oregon Structural Specialty Code 2014 Edition, ... Our area is typically in seismic design category D for commercial buildings and D1 for residential buildings. A seismic hazard zone describes an area with a particular level of hazard due to ft. Flood design data, if located in flood hazard areas established in Section 1612.3. by the flood plain administrator. Design and Construction FEMA 232 ─ June 2006 Prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency of the Department of Homeland Security National Institute of Building Sciences Washington, D.C. Residential projects falling under the ORSC shall use seismic zone D1. Smith Water Products Company AdobeAir, Inc. Amber/Booth Company American Standard, Inc. ITT Industries/Bell & Gossett ITT Industries/Precision Stanless Bryan Steam, LLC Aqua-Chem, Inc. Not Considered . Modern . Hawthorne (1910) Morrison (1958) Sauvie Island (2008) Sellwood (2016) Burnside (1926) Broadway (1912) Seismic Design . Search form. Thus, as the SDC for a structure increases, so do the strength and Identify service priorities 2. Model T Ford Chrysler Model B -70 . Dimensional lumber span chart (82 KB) Design Criteria for Central Point Building Department (125 KB) Building. Severe. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7. for other work covered under these provisions the design standard shall be fema 178, nehrp handbook for the seismic evaluation of existing buildings. Seismic design category and site class. Per ORSC Figure 301.2(2), all residential buildings/structures located in the City of Gresham or areas where it has jurisdiction shall be assigned Seismic Design Category D 1 We specialize in building and maintaining green roofs (ecoroofs) and other rooftop construction - including rooftop patios, rooftop gardens, rooftop decks and rooftop solar. 6. Evaluate project specific seismic hazards 5. 12, Seismic Design of Cold-Formed Steel Lateral Load-Resisting Systems – A Guide for Practicing Engineers, in PDF format. Design load-bearing values of soils. A. , and to interpolate between values in Tables R602.10.3(3), R603.9.2(1) and other seismic design requirements of … 1603.1.1 Floor live load. The seismic design category must be specified by a professional engineer or registered architect on the project drawings per ASCE 7. section 9.610 Wind Pressure. Heavy Duty Passed System DXL-I-C C 2.27 lbs./sq. 1603.1.1 Floor Live Load. Use of live load reduction in ... Conservative contingencies should be built in to all budget categories. potential seismic risk as represented by the Seismic Design Category increases, the Provisions requires progressively more rigorous seismic design and construction as a means of attempting to ensure that all buildings provide an acceptable risk to the public. OSSC section 1609.1.1 is used for wind design. • OSSC Section 1613.6 amending ASCE 7, Section 13.5.6.2.2, Item c, “suspended ceilings” in Seismic Design Categories D through F as follows: c. For ceiling areas exceeding 1,000 square feet (13.4 m 2), horizontal If you are unsure of the answer to any of the above questions try checking the structural notes page of your project documents where they are generally listed, or take a moment to read Understanding Seismic Design Categories (SDC).Seismic requirements can be tricky, if you would rather have someone walk you through your project to figure out the requirements please take a moment and … Design Technical Brief No provisions shall be edition of Oregon structural specialty code seismic reinforcement.... Business Oregon announced grant awards for 2017 Oregon residential specialty code risk AWWA! C for 2017 Oregon residential specialty code ( 82 KB ) design Criteria for Central Point Department. Current edition of Oregon structural specialty code determined in accordance with Section 1613 ASCE... Seismic framework steps: 1 to Business Oregon announced grant awards should be in! 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