2350 S Pullman St - DEF - Exterior & Interior Framing - Plan

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ESR-3064P I Most Widely Accepted and Trusted CITY OF SANTA ANA PlannirA an� yuilding Agency ge o 6 Interior Nonload-Bearing Wall Heights — Composite Tables - Composite Pages 19-20 Additional notes applicable to pages 19 and 20: • Gypsum wallboard must be a minimum of 5/8 inch (15.9 mm) thick and Type X, complying with ASTM C1396 and manufactured by American Gypsum, CertainTeed, Georgia Pacific, Lafarge, National Gypsum, Temple-Inland, or USG. • Fasteners for attaching the gypsum wallboard to the studs and tracks must be No. 6, Type S, fine thread drywall bugle head screws conforming to ASTM C1002. Installation of the gypsum wallboard must be in accordance with GA-216 or ASTM C840. • Each gypsum wallboard panel must be attached to the top and bottom track with a minimum of 3 fasteners spaced a maximum of 16 inches (406 mm) on center. Interior Wall Limiting Heights — Non -Composite — Fully Braced Span Tables Pages 21-22 Interior Wall Limiting Heights — Braced at 48" o.c. Span Tables Pages 23-24 Curtain Wall Limiting Heights — Single Span Pages 25-27 Curtain Wall Limiting Heights -Double Span Pages 28-30 Note: Exterior curtain walls must be designed for a transverse load of no less than 10 psf (478 Pa). Combined Axial and Lateral Loads Pages 31-41 Floor Joist Spans Pages 42-55 Header Loads Pages 56-57 Web Crippling Load Tables Pages 58-60 Note: Values for which the bearing length to web height ratio (N/h) exceeds 1 orbearing length to thickness ratio (N/t) exceeds 210 are outside the scope of this report. Ceiling/Soffit Spans (S-Sections) Pages 61-67 Section Properties & Ceiling Spans (F-Sections) Page 68 Section Properties & Ceiling Spans (U-Sections) Page 69 All other items and pages in the "Product Technical Guide" are outside the scope of this report. 3.2 Material: The SSMA metal framing members are cold -formed from steel coils conforming to ASTM Al003 Structural Grade 50 Type H (ST50H); ASTM Al003 Structural Grade 33 Type H (ST33H); ASTM A653 SS Grade 33; ASTM A653 SS Grade 50 Class 1; or ASTM Al003 Nonstructural Grade 33 (NS33). The steel conforming to ASTM A653 must have a minimum metallic coating designation of G60 or A60 in accordance with ASTM A653 for applications other than interior nonload-bearing walls. The steel conforming to ASTM A653 may have a minimum metallic coating designation of G40 or A40 in accordance with ASTM A653 for interior nonload-bearing wall applications. The steel conforming to ASTM A1003 ST50H or ST33H must have a minimum metallic coating designation of G60, A60, AZ50, GF30, T1-25, or T2-100 in accordance with ASTM Al003. The steel conforming to ASTM A1003 NS33 must have a minimum metallic coating designation of G40, A40, AZ50, GF30, T1-25, or T2-100 in accordance with ASTM Al003. 4.0 DESIGN AND INSTALLATION if 4.1 Design: RR ApApproved 4.1.1 IBC Method: The section p opUr'h�5`fbAh 111 -ISSUANCE formed steel framing members rec gnized in this report have been determined in accordance with the applicable edition of the North American Spe if ti ��pp��ogesign of Cold -Formed Steel Structural Mem157 51'00). The moments listed in this report are alto ab OW6ments and are used with Allowable Strength Desi n (ASD) for flexural members with the compression fla ige fullyr other conditions of compression flange bracing, the allowable moment must be determined in accordance with the applicable edition of AISI S100. The design of flexural members must address combined bending and web crippling, and combined bending and shear, as applicable in accordance with the applicable edition of AISI S100. 4.1.2 IRC Method: The S-sections listed in Table 1 of this report qualify for use with prescriptive requirements of the IRC. T-sections with flange width of 1.250 inches (31.75 mm) or greater qualify for use with the prescriptive requirements of the IRC. For use of all other sections under the IRC, the cold -formed steel framing members must be limited to engineered structures, in accordance with IRC Section R301.1.3. When the framing members are used to construct buildings that do not conform to the applicable requirements of IRC Sections R505.1, R603.1 or R804.1.1, and for framing members not identified in Table 1 of this report, the structural analysis and design must be in accordance with the IBC, as described in Section 4.1.1 of this report. 4.2 Installation: The framing members must be installed in accordance with the applicable code, the approved plans and this report. If there is a conflict between the plans submitted for approval and this report, this report governs. The approved plans must be available at the jobsite at all times during installation. 5.0 CONDITIONS OF USE The SSMA metal framing members described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The cold -formed steel members must be installed in accordance with the applicable code, the approved plans and this report. 5.2 Minimum uncoated base -metal thickness of the cold - formed steel members as delivered to the jobsite must be at least 95 percent of the design base -metal thickness. 5.3 Complete plans and calculations verifying compliance with this report must be submitted to the code official for each project at the time of permit application. The calculations and drawings must be prepared and sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.4 Framing members cold -formed from NS33 steel are limited to use in interior nonload-bearing walls subject to a maximum 10 psf (478 Pa) transverse load. Framing members without the steel classification designated must be considered NS33 steel (see Section 7.0). 5.5 Framing members with a height -to -thickness (h/t) ratio of more than 200 must be provided with web stiffeners in accordance with Sections B1.2 and C3.2.2 of AISI