W9128F-18-R-0079_PLANS.PDF
Published: 08/23/2018
Description
I. DESIGN LOADS A. DEAD LOAD (IN ADDITION TO FRAMING SELF WEIGHT) 1) SECOND FLOOR = 60 PSF (47 PSF SLAB + 13 PSF COMPONENTS) 2) ROOF = 15 PSF (ALL ROOF TRUSSES SHALL BE DESIGNED BY FABRICATOR TO SUPPORT TO 15 PSF DEAD LOAD ON ...
