Instagram_logo_2016.svg/500px-Instagram_logo_2016.svg.png' alt='Square Dance Rotation Programs' title='Square Dance Rotation Programs' />Chapter 1. Structural Design, CA BC 2. Vol 2The provisions of this chapter shall govern the structural design of buildings, structures and portions thereof regulated by this code. DSA SSCC The scope of application of Chapter 1. Community college buildings regulated by the Division of the State Architect Structural SafetyCommunity Colleges DSA SSCC, as listed in Section 1. DSA SSCC Division of the State Architect Structural SafetyCommunity Colleges DSA SSCC amendments appear in this chapter preceded with the appropriate acronym, as follows Division of the State Architect Structural SafetyCommunity Colleges DSA SSCC For community college buildings listed in Section 1. DSA SSCC Where reference within this chapter is made to sections in Chapters 1. Chapters 1. 7A and 1. Bedienungsanleitung Telefunken. A respectively shall apply instead. DSA SSCC See Section 1. DSA SSCC, OSHPD 2 In addition to requirements of the California Administrative Code and the California Building Code, any aspect of project design, construction, quality assurance or quality control programs for which this code requires approval by the Registered Design Professional RDP, are also subject to approval by the enforcement agency. The following terms are defined in Chapter 2 ALLOWABLE STRESS DESIGN. DEAD LOADS. DESIGN STRENGTH. DIAPHRAGM. Diaphragm, blocked. Diaphragm boundary. Diaphragm chord. ESSENTIAL FACILITIES. Square Dance Rotation Programs' title='Square Dance Rotation Programs' />Dear DNAinfo and Gothamist Readers Today, Ive made the difficult decision to discontinue publishing DNAinfo and Gothamist. Reaching this decision wasnt easy. Want to learn to throw a perfect spiral or how to hit a curve ball eHow can help you cover the basics of basketball, tennis and any other of your favorite sports. Listing/Screen-shot-2016-07-19-at-11.41.34-PM.png' alt='Square Dance Rotation Programs' title='Square Dance Rotation Programs' />FABRIC PARTITION. FACTORED LOAD. HELIPAD. ICE SENSITIVE STRUCTURE. IMPACT LOAD. LIMIT STATE. LIVE LOAD. LIVE LOAD ROOF. LOAD AND RESISTANCE FACTOR DESIGN LRFD. LOAD EFFECTS. LOAD FACTOR. LOADS. NOMINAL LOADS. OTHER STRUCTURES. PANEL PART OF A STRUCTURE. RESISTANCE FACTOR. RISK CATEGORY. STRENGTH, NOMINAL. STRENGTH, REQUIRED. STRENGTH DESIGN. SUSCEPTIBLE BAY. VEHICLE BARRIER. NOTATIONS. D Dead load. Di Weight of ice in accordance with Chapter 1. ASCE 7. E Combined effect of horizontal and vertical earthquake induced forces as defined in Section 1. ASCE 7. F Load due to fluids with well defined pressures and maximum heights. Fa Flood load in accordance with Chapter 5 of ASCE 7. H Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. L Roof live load greater than 2. Nm. 2 and floor live load. Lr Roof live load of 2. Nm. 2 or less. R Rain load. S Snow load. T Self straining load. Vasd Nominal design wind speed 3 second gust, miles per hour mph kmhr where applicable. Vult Ultimate design wind speeds 3 second gust, miles per hour mph kmhr determined from Figures 1. ASCE 7. W Load due to wind pressure. Wi Wind on ice in accordance with Chapter 1. ASCE 7. Construction documents shall show the size, section and relative locations of structural members with floor levels, column centers and offsets dimensioned. The design loads and other information pertinent to the structural design required by Sections 1. Square Dance Rotation Programs' title='Square Dance Rotation Programs' />Exception Construction documents for buildings constructed in accordance with the conventional light frame construction provisions of Section 2. Floor and roof live loads. Ground snow load, Pg. The fortunetelling game MASH, kept alive over decades by gradeschoolers, requires nothing more than pencil, paper, and a friend. Heres how to play this little. A reserve currency or anchor currency is a currency that is held in significant quantities by governments and institutions as part of their foreign exchange reserves. The video jumps from images of troops wielding intimidating weapons to footage of the men doing a somewhat less intimidating dance on a stage. For Education Companies. Lexile measures allow education companies to bring the power of personalized learning to their products and programs by matching readers with. Ultimate design wind speed, Vult, 3 second gust, miles per hour mph kmhr and nominal design wind speed, Vasd, as determined in accordance with Section 1. Seismic design category and site class. Flood design data, if located in flood hazard areas established in Section 1. Design load bearing values of soils. OSHPD 2 Additional requirements are included in Sections 7 1. California Administrative Code Part 1, Title 2. C. C. R. The uniformly distributed, concentrated and impact floor live load used in the design shall be indicated for floor areas. Use of live load reduction in accordance with Section 1. The roof live load used in the design shall be indicated for roof areas Section 1. The ground snow load, Pg, shall be indicated. In areas where the ground snow load, Pg, exceeds 1. Nm. 2, the following additional information shall also be provided, regardless of whether snow loads govern the design of the roof Flat roof snow load, Pf. Snow exposure factor, Ce. Snow load importance factor, Is. Thermal factor, Ct. Drift surcharge loads, Pd, where the sum of Pd and Pf exceeds 2. Nm. 2. Width of snow drifts, w. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral force resisting system of the structure Ultimate design wind speed, Vult, 3 second gust, miles per hour kmhr and nominal design wind speed, Vasd, as determined in accordance with Section 1. Risk category. Wind exposure. Applicable wind direction if more than one wind exposure is utilized. Applicable internal pressure coefficient. Design wind pressures to be used for exterior component and cladding materials not specifically designed by the registered design professional responsible for the design of the structure, psf k. Nm. 2. The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral force resisting system of the structure Risk category. Seismic importance factor, Ie. Fable 2 Pc Ripper there. Mapped spectral response acceleration parameters, SS and S1. Site class. Design spectral response acceleration parameters, SDS and SD1. Seismic design category. Basic seismic force resisting systems. Design base shears. Seismic response coefficients, CS. Audacity Voice Removal Tool more. Response modification coefficients, R. Analysis procedure used. The design load bearing values of soils shall be shown on the construction documents. For buildings located in whole or in part in flood hazard areas as established in Section 1. Section 1. 61. 2. Flood Insurance Rate Map FIRM, shall be shown, regardless of whether flood loads govern the design of the building Flood design class assigned according to ASCE 2. In flood hazard areas other than coastal high hazard areas or coastal A zones, the elevation of the proposed lowest floor, including the basement. In flood hazard areas other than coastal high hazard areas or coastal A zones, the elevation to which any nonresidential building will be dry floodproofed. In coastal high hazard areas and coastal A zones, the proposed elevation of the bottom of the lowest horizontal structural member of the lowest floor, including the basement. Special loads that are applicable to the design of the building, structure or portions thereof shall be indicated along with the specified section of this code that addresses the special loading condition. The dead load of rooftop mounted photovoltaic panel systems, including rack support systems, shall be indicated on the construction documents. Building, structures and parts thereof shall be designed and constructed in accordance with strength design, load and resistance factor design, allowable stress design, empirical design or conventional construction methods, as permitted by the applicable material chapters. Buildings and other structures, and parts thereof, shall be designed and constructed to support safely the factored loads in load combinations defined in this code without exceeding the appropriate strength limit states for the materials of construction. Alternatively, buildings and other structures, and parts thereof, shall be designed and constructed to support safely the nominal loads in load combinations defined in this code without exceeding the appropriate specified allowable stresses for the materials of construction. SCVSDA General Dance Program.