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<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 <br /> pg. 21 <br /> <br />In addition to these uniform slab loads, a perimeter dead load is applied to the structure to account for the <br />weight of the cladding system. Floors shall also be designed for concentrated loads for parking stackers <br />at level 1 per drawing sheet H1.S0.15. <br />1 ASCE 7-16 section 4.3.2 requires a minimum partition load of 15psf where specified live load does <br />not exceed 80psf. <br /> <br />Table 0-3- Cladding Loads <br /> <br />Load Type Load <br />Exterior Cladding (curtain wall) 20 psf (wall area) <br />Exterior Cladding (Porcelain panelized rain <br />screen) <br />40 psf (wall area) <br /> <br />Exterior Cladding (Metal panel) 20 psf (wall area) <br />Exterior Cladding (Brick/Tile finish) 40 psf (wall area) <br /> <br /> <br /> <br />