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Seismic Compliance Frequently Asked Questions - HCAI

    https://hcai.ca.gov/construction-finance/resources/seismic-faqs/
    The three step process is as follows: Step 1: Submit a CJP (Complete Joint Penetration) Joint Inspection Program. Step 2: Submit a project for the joint inspection. Step 3: Submit the results of the joint inspection to the Seismic Compliance Unit. The joint inspections for …

Seismic Compliance and Safety - HCAI

    https://hcai.ca.gov/construction-finance/seismic-compliance-and-safety/
    Senate Bill 1953 (SB 1953) was introduced on February 25, 1994. It was signed into law on September 21, 1994 and filed by the Secretary of State on September 22, 1994. The bill was an amendment to and furtherance of the Alfred E. Alquist Hospital Seismic Safety Act of 1983 (Alquist Act). SB 1953 (Chapter 740, 1994), is now chaptered into ...

Seismic Ordinances | Seismic Ordinances of California

    https://www.seismicordinances.com/
    The California URM Law was passed in 1986 and required local governments in high seismic zones to develop an inventory for URM buildings and establish a loss-reduction program. For a handful of California cities, ordinances requiring seismic retrofit were passed—but in the majority of cities, the local ordinances only required that owners identify buildings as being vulnerable.

Seismic Design Updates for the California Building Code

    http://www.asceoc.org/documents/CBC_Seismic_Updates_2019.pdf
    Seismic Design Updates for the California Building Code Dave Baska PhD, PE, GE, CEG August 2019. Effective January 1, 2020 All applications for a building permit submitted on or after January 1, 2020 are subject to compliance to the 2019 CBC. …

Non-Structural Seismic Bracing | Office of Environment ...

    https://ehs.berkeley.edu/workplace-safety/non-structural-seismic-bracing
    The Q-BRACE program provides guidance to campus departments to address non-structural seismic safety hazards. Bracing Guidelines. These guidelines provide directions for proper restraint of common building contents in typical spaces on the UC Berkeley campus. The individual detail sheets below are designed to cover common contents in each kind of space, …

Seismic Safety Commission | - California

    https://ssc.ca.gov/
    The mission of the Seismic Safety Commission is to provide decision makers and the general public with cost-effective recommendations to reduce earthquake losses and speed recovery. The Commission investigates earthquakes, researches earthquake-related issues and reports, and recommends to the Governor and Legislature policies and programs ...

NFPA 13 Seismic Bracing Requirements: Cable Sway …

    https://blog.qrfs.com/320-nfpa-13-seismic-bracing-requirements/
    NFPA 13 gives requirements for the placement of lateral braces and longitudinal braces on main lines, for the bracing of changes of direction of main lines, for the bracing of risers, and for the bracing of seismic separation assemblies (see our article on flexible design for more information on these elements). Lateral seismic braces

R 16I -9 - California

    https://www.dgs.ca.gov/-/media/Divisions/DSA/Publications/interpretations_of_regs/IR_16-9.pdf?la=en&hash=577ED9237166FA3DC2D34DBD24B42BC2836AB4FD
    As adopted by the California Building Code (CBC), American Society of Civil Engineers Standard 7: Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE 7), Chapter 13 defines seismic design requirements for pendant luminaires, which are therein referred to as light fixtures.

Support and Bracing Requirements for Ceiling …

    https://www.sanjoseca.gov/Home/ShowDocument?id=27495
    struts and bracing wires shall be attached to minimum 2x6 roof rafters having a maximum span of 8 feet. Minimum 4 PSF of ceiling weight shall be used in calculating seismic forces. 4.6. Changes in ceiling plane elevation shall have independent lateral force bracing assemblies. 4.7.

Eliminating the Confusion from Seismic Codes and …

    https://www.bicsi.org/uploadedfiles/PDFs/conference/2019/fall/PRECON_3C.pdf
    Primary Seismic Design Requirements of ASCE 7-16 All nonstructural components • Braced to resist seismic force 360 °horizontally Horizontal Seismic Force = Fp • Consideration of vertical loads & reactions Upward (rod stiffeners) Downward • Some components are exempted Seismic Design Category (SDC) Component Importance Factor (IP)

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