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08-5512
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08-5512
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Last modified
3/6/2009 4:49:44 PM
Creation date
5/1/2008 9:24:06 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
08-5512
Building Department - Name
RAMAPPA,DR.
Address
7323 GREENSLOPE DR
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<br />02/13/2007 15:25 <br /> <br />813521 '3510 <br /> <br />MCKNIGHT TESTING LAB <br /> <br />PAGE 02 <br /> <br /> <br />CURT'S F. McKNIGHT <br />TESTING LABORA TORtES, INC. <br /> <br />TESTING and INSPECTION <br /> <br />7708 E. BROADWAY <br />TAMPA, Fl 33619 <br />www.mcknighttestingcom <br />Phone: (813) 626-0287 <br />Fax: (813) 621-9610 <br /> <br />INSPECTION REPORT <br /> <br />Customer Southeast Design International, Inc. <br />Address 2151 Southern Oaks Lane <br />Lakeland, Fl. 33813 <br /> <br />Date 13, February 2007 <br />\N()II. 07-4835 <br /> <br />Type of Inspection Visual Inspections <br />Applicable Specifications A WS D 1.1 - 2006 <br /> <br />::;ustomer Purchase Order No.Customer <br /> <br />~j, ;P{., r>,~t. it <;" s: I \ <br /> <br />RESUL T5.OF INSPECTION <br /> <br />A site inspection was made on this date. The joist beam welds bridging welds and anchors. colwnn cap and base <br />?late connections, Girt beam connections were visual inspected. Two loose nuts were found on one colwnn base <br />plate, 1a."1 column to the south. Also, at B 1, girt does not line up on embed plate so beam is welded on end, one <br />side and underneath in 4F position. West wall has numerous joist beam sets with embed not level, non-faying <br />side of joist has been properly shimmed and welded. In general, welds and assembly look correct and acceptable <br />with the exception of the loose nuts mentioned previously. <br />Welder qualifications were examined, no welding procedure specifications were presented. Out of (5) welders <br />certifications, (2) were to the ASME code for a different erector and (l) other was to a different erector, the other <br />(2) were good. This is allowable to A WS DI.l provided engineer of record accepts these do~uments. . <br />Decking appeared satisfactory, nO welder certifications or procedure specifications were avatlable for revteW to <br />A WS D 1.3 Structural Sheet Steel Code. <br /> <br />.-;t <br /> <br /> <br />--'-'_."._-_._~- - ~- -~--- ------ <br />~~ ., , --,----,---- --- -'--- <br />- -.-- <br />prepare~i-bY--- Approved by <br />Kel\€. MeKni~t, CW~ve},"Jpflhnician <br /> <br />-....---- -.--."--' .---...- -,~ <br />
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