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EXHIBIT 3 EXHIBIT B — OUTLINE SPECIFICATIONS DIVISION 1 F. Safety evacuation plans: Lessor shall provide safety evacuation plans of the leased premises. The safety evacuation plans shall clearly delineate evacuation routes, exits, fire extinguishers, and fire alarm pull station locations. The plans shall be a minimum of 8"x10" in size, framed and under glass or clear plastic. The plans shall be installed in all assembly occupancies including conference rooms, break rooms, reception areas, and where requested by the State fire marshal (SFM). G. Fire extinguishers: Lessor shall provide and install fire extingulshers. Fire extinguishers shall be housed In semi -recessed cabinets and shall be located as required by CA Title 19 CCR, Public Safety. Above each fire extinguisher, per current code requirements. Lessor shall furnish and install a red triangular shaped 3-0 sign with printed text "Fire Extinguisher" with an arrow pointing down. Lessor shall provide annual servicing of the fire extinguishers throughout the term of the lease. H. Seismic performance: The State will consider only those facilities that can demonstrate the ability to meet a seismic performance level as set forth in: 1. 1998 edition or subsequent editions of the California Building Code. Or: 2. 1976 edition or subsequent editions of the Uniform Building Code and the building does not have any one of the enumerated characteristics or conditions listed below: a) Unreinforced masonry elements, whether load -bearing or not, not including brick veneer. b) Precast, pre -stressed or post -tensioned structural or architectural elements, except piles. c) Flexible diaphragm (e.g., plywood) shear wall (masonry or concrete) structural system constructed pursuant to editions of the Uniform Building Code prior to the 1997 edition. d) Apparent additions, alterations, or repairs to the structural system made without a building permit. e) Constructed an a site with a slope with one or more stories partially below grade (taken as 50 percent or less) for a portion of their exterior. f) Soft or weak story, including wood frame structures with cripple walls, or if construction is over first -story parking. g) Seismic retrofit of the building, whether voluntary or mandated, whether partial or complete. h) Repairs following an earthquake. Welded steel moment frames (WSMF) that constitute the primary seismic force -resisting system for the building, and the structure was designed to code requirements preceding those of the 1997 edition of the Uniform Building Code, and the building site has experienced an earthquake of sufficient magnitude and site peak ground motions that inspection Rev, March 2019