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i .�'. <br /> <. i. e � <br /> A'.1 buildings shall have a ridge height °outside" maximum <br /> dimensionshshnll�be ns followsbuilding. <br /> Building �ngth wldth <br /> Sequence Ft. Ft. <br /> Number <br /> 46 24 <br /> 1 36 24 <br /> Z 54 24 <br /> 3 Zp 24 <br /> 4 36 23 <br /> 5 44 24 <br /> 6 �6 Z4 <br /> � 36 24 <br /> 8 <br /> Work sheds 16 <br /> yq (51x Required) <br /> Work eheds shall match buildiunheatedXthaverno soundnce, <br /> eds <br /> shnil <br /> be <br /> owaver work sh e <br /> h ' ent hnve no tloor, and b <br /> attenuation requirem , <br /> constructed and transported independ�sntly of their <br /> adjoininq buildinge. Work sheds shall not shara b common <br /> l aall with adjoininq buildings. <br /> 4,Z RF�CSiI�*m�nY REOUIREMENTS <br /> 4.2•1 Projact Datn <br /> Occupnncy Group . B-2 (UBC) ✓ <br /> Construction Typa : TYPg II Noncombustible +� <br /> Suismic 2one • 3 <br /> Design 7.eeds : (See 5.6 this criteria) <br /> 4 . 3 � �NIC) <br /> 4.4 �SETBL� <br /> 4 .4.1 �^��rural Steel <br /> 4 .4 .1. 1 Huildinq structuze shall be steel frame as described in <br /> 5ection 5. 2 uf this criteria. <br /> 4 .4 . 1.2 Provide a continuous ground (concrete) mounted angle, 6 X <br /> 4 X 1/4 at perimeter of =eVentusurfaceadamagektor�exterior <br /> Angles are intended to p ment. All <br /> � walls caused by tool boxes and rolling equip <br /> angles shall be painted yellow. <br /> _�_ 0 <br />