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. i l <br /> STRUCTURAL-MGZZAN IN E <br /> Item L This an existing floor with new beams and columns added. <br /> The live loading for die mezzanine will be 125 # psf. <br /> The existing rafters are on 12" centers. <br /> This is all noted on S2 <br /> Irem 2. Tlie original building mezzanine design included the lateralload analysis. <br /> This modification includes 3 new steel beam/column bent. The original <br /> Design was for a 250 ps£ loading on the mezzanine floor. The current <br /> and future use is limitud to 125 psf The new steel support bents are connected i <br /> to the footings via welded base plates and anchor bolts. The column-beam <br /> Connection will be fully welded. S2 <br /> The strength and resistance ability of tLe new co.nponer.ts will eaceed [hc <br /> original structure. <br /> Item 3. Details provided on S2 <br /> Item 4. Typing error liS-I should have Ueen 1/S-2. Noted on S2 <br /> Item 5. Bolt sizc and spacing is providcd on S2 <br /> , <br /> o�y r. r�F - <br /> `C �r �' s,, � . <br /> :%�`" '�. <br /> :; <br /> �.r^ o si <br /> � ^ , <br /> �� � i <br /> ��'. �� <br /> 10•124 ��- <br /> �(.r ��ISTF�I�,��,-.., <br /> S,s���—Y,�v <br /> L�x�s ,,,oz/� <br /> :.........5 �.o,�_o z <br /> �3 <br />