HH installed in locations and to details shown. The cover- ed passage connecting Buildings Nos. 208 and 209 on Location "B" as detailed. shall likewise be of standard sections, and m. Loading: The buildings shall be designed to withstand a wind pressure of 25 pounds per square foot on their projected areas, or a live load only of 25 pounds per square foot on the roof. 13-04. BUILDING NO. 330 ON LOCATION '"B": a, General: Building No. 330 on Location "B" shall be a steel framed building with corrugated aluminum roofing and siding similar and equal to that manufactured by the Butler Manufacturing Company. All parts shall be fully prefabricated, including special ridge and eaves sections shown or required. Building manufacturer shall submit for Engineer's approval shop drawings, including erection drawing. All applicable provisions contained under heading 13-03 preceding shall here apply. Interior wood partitions and doors therein are specified in the "Carpentry and Related Work" section. b. Description: Building shall have a rigid steel frame, bent type with tie-rod-bracing, shall be nominally 40 feet wide, 80 feet 8 inches long with 14 foot eaves; and shall comprise 2 - 20 foot end bays and 2 - 20 foot intermediate bays. Building shall have a 10 foot wide steel framed canopy the full sengen of the west side with closed ends, and a 10 foot wide 60 feet 6 inch long open canopy along the east side. Slide and swing exterior doors shall be located as shown. c. Steel Framing i-beam columns, members shall include 10 inch inch I-beam rafters, 5 inch channel pur- lins, 4 inch channel girts, 1/2 inch sag rods and 5/8 inch brace rods. Bents shall have two bolted connections, other bent connections shall be shop welded. Assembly and erection shall conform to approved manufacturer's drawings. ad. Roofing and Siding shall be .026 guage e. Doors: corrugated aluminum as noted, and shall be secured to frame with aluminum bolts through synthetic rubber gaskets. No straw nails will be permitted. 1. Sliding doors shall consist of corrugat- 13-6