- The ground floor portion of the wood-frame structure contains parking or other similar open floor space, which causes soft, weak or open-front wall lines as defined in this chapter, and there exists one or more stories above, or
- The walls of any story or basement of wood construction are laterally braced with nonconforming structural materials as defined in this chapter, a soft or weak wall line exists as defined in this chapter and there exist two or more stories above.
- The structure is assigned to Seismic Design Category C, D or E.
APARTMENT HOUSE. Any building or portion thereof that contains three or more dwelling units. For the purposes of this chapter, "apartment house" includes residential condominiums.
ASPECT RATIO. The span-width ratio for horizontal diaphragms and the height-length ratio for vertical diaphragms.
CONGREGATE RESIDENCE. A congregate residence is any building or portion thereof for occupancy by other than a family that contains facilities for living, sleeping and sanitation as required by the Building Code of New York State and that may include facilities for eating and cooking. A congregate residence may be a shelter, convent, monastery, dormitory, fraternity or sorority house, but does not include jails, hospitals, nursing homes, hotels or lodging houses.
CRIPPLE WALL. A wood-frame stud wall extending from the top of the foundation wall to the underside of the lowest floor framing.
DWELLING UNIT. Any building or portion thereof for not more than one family that contains living facilities, including provisions for sleeping, eating, cooking and sanitation as required by the Building Code of New York State.
EXPANSION ANCHOR. An approved mechanical fastener placed in hardened concrete that is designed to expand in a self-drilled or pre-drilled hole of a specified size and engage the sides of the hole in one or more locations to develop shear and/or tension resistance to applied loads without grout, adhesive or drypack.
GROUND FLOOR. Any floor whose elevation is immediately accessible from an adjacent grade by vehicles or pedestrians. The ground floor portion of the structure does not include any floor that is completely below adjacent grades.
GUESTROOM. Any room or rooms used or intended to be used by a guest for sleeping purposes. Every 100 square feet (9.3 m2) of superficial floor area in a congregate residence shall be considered a guestroom.
HOTEL. Any building containing six or more guestrooms intended or designed to be used, rented, hired out to be occupied, or that are occupied, for sleeping purposes by guests.
LIFE SAFETY PERFORMANCE LEVEL. The building performance level that includes significant damage to both structural and nonstructural components during a design earthquake, though at least some margin against either partial or total structural collapse remains. Injuries may occur, but the level of risk for life-threatening injury and entrapment is low.
LODGING HOUSE. Any building or portion thereof containing at least one but not more than five guest rooms where rent is paid in money, goods, labor or otherwise.
MOTEL. Motel shall mean a hotel as defined in this chapter.
MULTIUNIT RESIDENTIAL BUILDINGS. Hotels, lodging houses, congregate residences and apartment houses.
NONCONFORMING STRUCTURAL MATERIALS. Wall bracing materials other than wood structural panels or diagonal sheathing.
OPEN-FRONT WALL LINE. An exterior wall line, without vertical elements of the lateral-force-resisting system, that requires tributary seismic forces to be resisted by diaphragm rotation or excessive cantilever beyond parallel lines of shear walls. Diaphragms that cantilever more than 25 percent of the distance between lines of lateral-force-resisting elements from which the diaphragm cantilevers shall be considered excessive. Exterior exit balconies of 6 feet (1829 mm) or less in width shall not be considered excessive cantilevers.
RETROFIT. An improvement of the lateral-force-resisting system by alteration of existing structural elements or addition of new structural elements.
SOFT WALL LINE. A wall line whose lateral stiffness is less than that required by story drift limitations or deformation compatibility requirements of this chapter. In lieu of analysis, a soft wall line may be defined as a wall line in a story where the story stiffness is less than 70 percent of the story above for the direction under consideration.
STORY. A story as defined by the Building Code of New York State, including any basement or underfloor space of a building with cripple walls exceeding 4 feet (1219 mm) in height.
STORY STRENGTH. The total strength of all seismic-resisting elements sharing the same story shear in the direction under consideration.
WALL LINE. Any length of wall along a principal axis of the building used to provide resistance to lateral loads. Parallel wall lines separated by less than 4 feet (1219 mm) shall be considered one wall line for the distribution of loads.
WEAK WALL LINE. A wall line in a story where the story strength is less than 80 percent of the story above in the direction under consideration.
Exception: Buildings for which the prescriptive measures provided in Section A405 apply and are used.
No alteration of the existing lateral-force-resisting or vertical-load-carrying system shall reduce the strength or stiffness of the existing structure. When any portion of a building within the scope of this chapter is constructed on or into a slope steeper than one unit vertical in three units horizontal, the lateral-force-resisting system at and below the base level diaphragm shall be analyzed for the effects of concentrated lateral forces at the base caused by this hillside condition.
Exception: When an open-front, weak or soft wall line exists because of parking at the ground floor of a two-story building and the parking area is less than 20 percent of the ground floor area, then only the wall lines in the open, weak or soft directions of the enclosed parking area need comply with the provisions of this chapter.
The effects of rotation and soil stiffness shall be included in the calculated story drift when lateral loads are resisted by vertical elements whose required depth of embedment is determined by pole formulas. The coefficient of subgrade reaction used in the deflection calculations shall be provided from an approved geotechnical engineering report or other approved methods.
- Three-inch by 6-inch (76 mm by 152 mm), 18-gage galvanized steel, nailed with six 8d common nails at each end.
- One and one-fourth-inch by 12-inch (32 mm by 305 mm), 18-gage galvanized steel, nailed with six 16d common nails at each end.
- Two-inch by 4-inch by 12-inch (51 mm by 102 mm by 305 mm) wood blocking, nailed with six 16d common nails at each end.
Wood diaphragms with stories above shall not be allowed to transmit lateral forces by rotation or cantilever except as allowed by the Building Code of New York State; however, rotational effects shall be accounted for when unsymmetric wall stiffness increases shear demands.
Exception: Diaphragms that cantilever 25 percent or less of the distance between lines of lateral-load-resisting elements from which the diaphragm cantilevers may transmit their shears by cantilever, provided that rotational effects on shear walls parallel and perpendicular to the load are taken into account.
Phase 1 Work. The first phase shall include all work in the lowest story with a soft, weak or open-front wall line and all foundation work.
Phase 2 Work. The second phase shall include wood-framed walls in any story with two or more stories above that are laterally braced with nonconforming structural materials.
Phase 3 Work. The third and final phase shall include all required work not performed in Phase 1 or Phase 2.
- Diaphragm aspect ratio L/W is less than 0.67, where W is the diaphragm dimension parallel to the soft, weak or open-front wall line and L is the distance in the orthogonal direction between that wall line and the rear wall of the ground floor open area.
- Minimum length of side shear walls = 20 feet (6096 mm).
- Minimum length of rear shear wall = three-fourth of rear wall.
- No plan or vertical irregularities other than a soft, weak or open-front wall line.
- Roofing weight less than or equal to 5 pounds per square foot (240 N/m2).
- Aspect ratio of the full second floor diaphragm meets the requirements of the building code for new construction.
A406.2 Allowable foundation and lateral pressures. The use of default values from the Building Code of New York State for continuous and isolated concrete spread footings shall be permitted. For soil that supports embedded vertical elements, Section A403.6 shall apply.
A406.3 Existing materials. All existing materials shall be in sound condition and constructed in general conformance to the Building Code of New York State before they are permitted to be used to resist the lateral loads prescribed in this chapter. The verification of existing materials conditions and their conformance to these requirements shall be made by physical observation reports, material testing or record drawings as determined by the structural designer and as approved by the code enforcement official.
Notes shall show required edge distance for fasteners on structural wood panels and framing members; required flush nailing at the plywood surface; limits of mechanical penetrations; and the sill plate material assumed in the design. The limits of mechanical penetrations shall also be detailed showing the maximum notching and drilled hole sizes.
Structural testing and inspection for new construction materials shall be in accordance with the building code, except as modified by this chapter.
TABLE A4-A ALLOWABLE VALUES FOR EXISTING MATERIALS
| EXISTING MATERIALS OR |
CONFIGURATIONS OF MATERIALSa
|× 14.594 for N/m|
|1. Horizontal diaphragmsb||-100 lbs. per ft. for seismic shear|
|1.1. Roofs with straight sheathing and roofing applied directly to the sheathing|
|1.2. Roofs with diagonal sheathing and roofing applied directly to the sheathing||250 lbs. per ft. for seismic shear|
|1.3. Floors with straight tongue-and-groove sheathing||100 lbs. per ft. for seismic shear|
|1.4. Floors with straight sheathing and finished wood flooring with board edges offset or perpendicular||500 lbs. per ft. for seismic shear|
|1.5. Floors with diagonal sheathing and finished wood flooring||600 lbs. per ft. for seismic shear|
|2. Crosswallsb, c||Per side:|
|2.1. Plaster on wood or metal lath||200 lbs. per ft. for seismic shear|
|2.2. Plaster on gypsum lath||175 lbs. per ft. for seismic shear|
|2.3. Gypsum wallboard, unblocked edges||75 lbs. per ft. for seismic shear|
|2.4. Gypsum wallboard, blocked edges||125 lbs. per ft. for seismic shear|
|3. Existing footings, wood framing, structural steel and reinforced steel|
|3.1. Plain concrete footings|| f'c= 1,500 psi (10.3 MPa) unless otherwise |
shown by testsd
|3.2. Douglas fir wood||Allowable stress same as D.F. No. 1d|
|3.3. Reinforcing steel||fs= 18,000 psi (124 MPa) maximumd|
|3.4. Structural steel||fs= 20,000 psi (138 MPa) maximumd|
a. Material must be sound and in good condition.
b. A one-third increase in allowable stress is not allowed.
c. Shear values of these materials may be combined, except the total combined value shall not exceed 300 pounds per foot.
d. Stresses given may be increased for combination of loads as specified in the building code