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<br />GENERAL NOTES <br />FRAME CLEARANCES SHOWN ARE APPROXIMA TE AND <br />MA Y VARY DUE TO CONDITIONS (DEFLECTION). <br /> <br />VERTICAL CLEARANCE DIMENSIONS ARE FROM <br />FINISHED FLOOR REFERENCE ELEVA TlON. <br /> <br />12 <br /> <br />12 <br /> <br /> <br />11 <br /> <br />11 <br /> <br />1'-3 <br /> <br />1'-3 <br /> <br />3'-10 <br /> <br />3'-10 <br /> <br />3'-10 <br /> <br />3'-10 <br /> <br />3'-0 <br /> <br />3'-0 <br /> <br />3'-0 <br /> <br />3'-0,$ <br /> <br />PANEL X <br /> <br />FB1A NS OR FS <br /> <br />FB1A NS OR FS <br /> <br />;.... <br />~ <br />CJ <br />:t: <br />~ <br />L;i <br />Cl <br />-' <br />~ <br />- <br /> <br /> ~- -----. r- <br /> FB1A NS OR FS ~ (f!. ~ / r- FB1A NS OR FS <br /> ~ r- <br /> -----. I <br /> " ~ r-- <br /> C() <br /> B <br />C() ~ <br />I <br />'I- <br /> A <br /> ) l <br /> ~ <br /> r<) <br /> , I <br /> ~ - ~ <br /> - <br /> ,I 1 <br /> Cl Cl <br /> - - <br />'I- <br />-' <br />i'.. <br /> ~N. FL. <br /> ELEV. \ <br /> <br />C() <br />,I <br />'I- <br /> <br />;.... <br />~ <br />CJ <br />:t: <br />~ <br />L;i <br />Cl <br />,I <br />~ <br />- <br /> <br />'I- <br />-' <br />i'.. <br /> <br />1'-0 <br /> <br />1'-0 <br /> <br />cb <br /> <br />cD <br /> <br /> <br />15'-0 <br /> <br />15'-0 <br /> <br />30'-0 OUT/OUT OF STEEL <br /> <br />CROSS SECT/ON A T FRAME LINE "2" <br /> <br />ALLEN D. HURTZ, PE <br />WISCONSIN PE E-29426 <br /> <br />PIECE MARK <br />FB1_ <br />FB2_ <br />FB3_ <br /> <br />MA TERIAL <br />ANGLE 1J X lJ X d <br />ANGLE 2 X 2 X d <br />ANGLE 2} X 2} X i!J <br /> <br />I FOR PERMIT PURPOSES I <br /> <br />THESE DRAWINGS AND THE METAL BUILDING THEY REPRESENT <br />ARE THE PRODUCT OF STAR BUILDING SYSTEMS OR A DIVISION <br />OF ITS AFFlLlA TE NCI BUILDING SYSTEMS - 8600 SOUTH <br />INTERSTATE 35, OKLAHOMA CITY OK 73149. THE ENGINEER <br />WHOSE SEAL APPEARS HEREON IS EMPLOYED BY EITHER STAR <br />BUILDING SYSTEMS OR A DIVISION OF ITS AmLlA TE NCI <br />BUILDING SYSTEMS AND IS NOT THE ENGINEER OF RECORD <br />FOR THIS PROJECT. <br /> <br />FLANGE BRACES <br /> <br />NOTES: <br /> <br /> <br />GENERAL STEEL CORPORATION <br />c/o Building Services Group 10639 W. BRADFORD RD <br />UTILETON, CO 80127 <br />PHONE: 800-404-6974 <br />FAX: 303-904-8833 <br /> <br />JOB NO. <br /> <br />TYPE <br /> <br />A325 B&N <br />A325 B&N <br /> <br />HARDENED BEVELED <br />WASHERS WASHERS <br />o 0 <br />o 0 <br /> <br />1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF THE <br />MANUFACTURER AND IS PROVIDED SOLEL Y FOR THE PURPOSE OF ERECTING THE <br />MA TERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE <br />MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN <br />APPROVAL OF THE MANUFACTURER. <br /> <br />2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, <br />GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN <br />CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL <br />APPLICABLE MANUFACTURER ERECTION GUIDES, AND INDUSTRY STANDARDS. <br /> <br />12 B 49011 <br /> <br />SPLICE BOL T TABLE <br /> <br />BUILDER: <br />GENERAL STEEL CORPORA TION <br /> <br />CUSTOMER: <br />MANASSEHS RIVERS <br /> <br />STOUGHTON, ~ <br /> <br />DRA WING NO. <br />MGS E5 <br /> <br />CONN. <br /> <br />A <br />B <br /> <br />QTY. SIZE <br />(6) i X 2 <br />(8) i X 2 <br /> <br />CHECKED DA TE <br />KRK 5/11/10 <br /> <br />LITTLETON, CO <br /> <br />NOT TO SCALE <br />