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60'-0" Out -To -Out OF Steel <br />1'-0" L 1 - 19'-0" l 20'-0" L - - - Iq'-0" <br />F5101A ERI--102 <br />II <br />G-102 <br />I II <br />OIu I I G-102 <br />M <br />II <br />�I I BAI <br />Is <br />—_ _--_ _------FBl01A—ER-101— <br />R13 I BAI FBIOIA <br />II � II <br />G-104 / / G-102 <br />II I <br />II <br />G � G <br />-104 -102 II LI <br />„ <br />G-103 ��� G-101 In <br />II �Ll <br />II / II I <br />II I�II ' �,JI <br />z— — — — — — — — — — — — — — — — — I — ----------------- <br />EC-105 EC-103 <br />RIGHT ENDNALL FRAMING @ FRAME LINE 6 <br />------------------- <br />I I <br />EC-102 EC-106 <br />RIGHT ENDNALL SHEETING t TRIM @ FRAME LINE 6 <br />PANELS: 26 Ga. PBR - Sahara Tan <br />ERECTION NOTES <br />Field Slot girt webs for cables to pass through. <br />DO NOT cut girt f lange5. <br />ENGINEERING BEAL <br />This certification covers parts <br />fabricated and delivered by the <br />manufacturer only and excludes <br />parts such as doors, windows, <br />foundation design, and erection of <br />the building. Sealed drawings do <br />not constitute an agreement that <br />the signed engineer is acting as <br />the engineer of record for the <br />overall project. <br />0.500 <br />12 <br />0.500 <br />12 <br />BOLT TABLE <br />FRAME LINE 6 <br />LOCATION <br />QUAN TYPE DIA LENGTH <br />ER-101/ER-102 <br />4 A325 5/8 2 <br />Columns <br />2 A325 5/8' 11/2' <br />TRIM TABLE <br />FRAME LINE 6 <br />OID <br />MARK <br />LENGTH <br />WAN <br />DETAIL <br />I <br />BT2 <br />20'-6' <br />3 <br />52 <br />2 <br />FL-11 <br />18'-6" <br />1 <br />C17 <br />3 <br />FL-11 <br />16'-6' <br />1 <br />C17 <br />4 <br />FL-16 <br />20'-6' <br />3 <br />R13 <br />MEMBER TABLE <br />FRAME LINE 6 <br />MARK <br />PART <br />EC-102 <br />W8x10 <br />EC-103 <br />WSx10 <br />EC-105 <br />w8x10 <br />EC-106 <br />W8x10 <br />ER-101 <br />W8x10 <br />ER-102 <br />W8XI0 <br />G-101 <br />8X25714 <br />G-102 <br />8X25Z12 <br />G-103 <br />8X25Z14 <br />G-104 <br />8X25Z12 <br />CB-101 <br />114' CBL <br />CB-102 <br />114' ML <br />ANGLE TABLE <br />FRAME LINE 6 <br />MAR <br />PART <br />QUAN <br />BAl <br />I 2X4XI4GA <br />6 <br />CONNECTION PLATES <br />FRAME LINE 6 <br />❑ID I MARK/PART <br />I I SAI <br />FLANGE BRACE TABLE <br />FRAME LINE 6 <br />OID MARK I LENGT <br />I I F5101A 1 1-2 5/8 <br />BUILDING " A" <br />KE1TH SH®D <br />459 WOODLAND RD <br />BAIUVIILE, MS. 38606 <br />PEO 48014 <br />,,'11P�SI <br />`��� �.•�\G E N S /.#/-LThis item �hasheen electronicalh' <br />NO 48014 : signed and sealed b} Keith P. Shedd, <br />• P.E. using a Digital Signature and <br />* date. Printed copies of this document <br />.� Z are not considered signed and sealed <br />'. STATE O F 44/ : and the signature must be verified on <br />• 40 % and electronic copies. <br />ass/QNALE�,.` 6-18-20 <br />U�vLO <br />�m <br />�m <br />Cn <br />cm <br />—1 <br />QJ <br />U <br />c1� <br />U <br />0— <br />D <br />0 <br />0QJ <br />CUSTOMERI <br />PROJECT <br />CD co <br />co 0 <br />^c <br />I <br />W <br />- <br />l <br />r� <br />V1 <br />Ew-+ <br />�C') <br />co <br />o <br />u7 <br />i <br />�co <br />co <br />u7 <br />ENG BY: <br />MNF <br />CAD <br />BY: <br />JDE <br />DET <br />BY: <br />JDE <br />CKD <br />BY: <br />EDJ <br />JOB NUMBER : <br />820-1231-01 <br />DWG NUMBERP*WT <br />G <br />EFG of 11 <br />