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�'� �► <br /> ' ' � A' + i <br /> . , , � � , <br /> EAST PASCO MEDICAL CENTER <br /> EMER�ENCY ROOM AND REGISTRATION EXPANSIONS AND RENOVATIONS <br /> LOG 1VUMBER: H-425-F � <br /> � <br /> MAY 15. 19 8 9 J� C��`/�.Q <br /> q -N� �t9 <br /> nsd �9 <br /> Sttu�ctural Comments : ��'•• <br /> ., <br /> .,r. <br /> S-1 This project adds a new second story to an existing <br /> ' one-stoty section of building. No _ check of fi.cst <br /> _ story structure or foundations was made due to lack of <br /> information. Since .the s.tructural drawing for this - , <br /> project was issued over the signatute and seal of a ; <br /> Florida registered engineer, it is assumed that this <br /> consideration has been ptoperly addressed by the <br /> , -`_._ � <br /> engineer . <br /> S-2 Thickness and shoring requirements of steel roof deck <br /> need to be shown. <br /> S-3 Steel beams on Lines Z and CC between Lines 1B and lE <br /> need lateral support at shorter intervals than <br /> provided by beams at midspan only. <br /> S-4 Detail 5/SD-9 : indicates a wind moment-resisting <br /> connection to be used where east-west beams ftame to <br /> . wide-flange columns . Since welds or bolts are not <br /> shown, it is obviously intended that the connection be <br /> designed by the detailer . It would be much more cost <br /> and time-effective if the details showed beam moments <br /> and shears to be resisted by the connection, as <br /> required by AISC Specifications Paragraph 1. 1. 1. This <br /> would avoid the detailer ' s having to make a wind <br /> analysis of the bu'ilding structure before designing <br /> the connect'ion, or, as an. alternate, oversize the <br /> -� - - connection to develop �the-- full moment resistance- of -- — -; <br /> the beams. - , <br /> S-5 A detail needs to be shown of framing tequired to I <br /> close the 6 inch-wide roof space between Column Lines , � <br /> V and VI . i <br /> � <br /> , ' <br /> i <br /> Page 2 of 3 <br />