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e. Special RracinP: When diagonal red bracing is not permitted in the sidewalls, a special bracing system must he used to remove t'ie Ion tug?final R. ;IOOF AND WALL, PANF S a. Roof and wall nanels shall be formed in a continuous rolling mill to ins,)r,- close dimensional tolerances. b. Design: '?ff and wall nanels shall have major ribs s?aced at 12 incl,Pq or, center. 7-rose ribs shall be a full 1-,F inches deer and i1 '.r^`,es wide on the top. 7n addition three secon- dary ribs F:::a'.' be place? '-Ptwean major ribs. The panels shall prop►ide ^nverape. o' �1-0" c. Rib Lar. ='. -^ The roo" and wall panels shall be made to oirerlan or- ^;b, The bot.ton panol at the overlap shall con- tain a 1" ra is drain Prnlwe to nreverrt any capillary seepaPe. r .. d. Roof End Mans: Roof }panels shall have a minimum of 6 inches end lan. SinR,le panels shall be used except when lengths be^ore prohibitive or at skylight locations, e. Sidewall panels: All sidewall panels shall be continuous from sill to Paire and shall he sealed with painted metal base trim at t"e Floor or seat in a masonry notch. �.. f. F,ndwall Panels: All endwall panels shall he continuous from sill to roof line except when the length becomes prohibitive, The panels shall. be sealed with painted metal base trim at Vie floor or spat in a masonry notch. {; 9. MtSICELIANIFr4' } :.?'R iTAL , `,,. xq• a. Structural Bolts: All structural bolts shall be ASTM-A325 high strength bolts with hardened washers. All boltedV: connections except bracing, shall contain at least two bolts„ b. Fasteners for Steel Panel: All steel panels shall be attached to secondary framing, members by means of self-tanpinp, screws. These screws shall he No. 14 Typo "A", hex ?wad, cadmium nlated carbnn steel. assembled with a K/R" O.J. -2.0 gage Palvanizpd steel and bonded neoprene comnosition washer.