Laserfiche WebLink
strength, φPn, of the column, these moments are permitted to be assumed to result from <br />the deformation of the frame in any one principal axis. <br /> 1905.1.10 ACI 318, Section 18.10.4. Modify ACI 318, Section 18.10.4, by adding <br />Section 18.10.4.6 to read as follows: <br />18.10.4.6 – Walls and portions of walls with Pu > 0.35Po shall not be considered to <br />contribute to the calculated shear strength of the structure for resisting earthquake- <br />induced forces. Such walls shall conform to the requirements of ACI 318 Section 18.14. <br /> 1905.1.11 ACI 318, Section 18.12.6. Modify ACI 318, Section 18.12.6.2, as follows: <br />18.12.6.2 Collector and boundary elements in topping slabs placed over precast floor and <br />roof elements shall not be less than 3 inches (76 mm) or 6 db in thickness, where db is the <br />diameter of the largest reinforcement in the topping slab. <br />7-5-190 CONVENTIONAL LIGHT-FRAME CONSTRUCTION. <br /> Section 4.3.4 of SDPWS 2015 Edition is amended as follows: <br /> Delete rows 5 and 6 of Table 4.3.4. <br /> Section 2306.3 of the California Building Code, 2022 is amended as follows: <br />2306.3 Wood-frame shear walls. Wood-frame shear walls shall be designed and <br />constructed in accordance with AWC SDPWS. Where panels are fastened to framing <br />members with staples, requirements and limitations of AWC SDPWS shall be met and the <br />allowable shear values set forth in Table 2306.3(1), 2306.3(2) or 2306.3(3) shall be <br />permitted. The allowable shear values in Tables 2306.3(1) and 2306.3(2) are permitted to <br />be increased 40 percent for wind design. Panels complying with ANSI/APA PRP-210 shall <br />be permitted to use design values for Plywood Siding in the AWC SDPWS. Shear walls <br />sheathed with Portland cement plaster, gypsum lath, gypsum sheathing or gypsum board <br />shall not be used to resist seismic forces in structures assigned to Seismic design Category <br />D, E or F. <br /> Section 2308.6.8.1 of the 2022 California Building Code is amended as follows: <br />2308.6.8.1 Foundation Requirements. Braced wall lines shall be supported by continuous <br />foundations. <br />Exceptions: <br />1. One-story buildings with maximum plan dimension not exceeding 50 feet (15240 mm), <br />may have continuous foundations located at exterior braced wall lines only.