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Q2" <br />12 <br />50'-0"Out—To—Out Of Steel <br />RFt-101 y y EC-101� y EC-102 RF1-101 <br />I, 5'-4" � 6'-0" �, 5'-4" 13'-41 10'-0" 13'-4�, <br />FEET EN DWALL FRAMING @ FRAME LINE <br />Use (4) 1/2' x 1-1/4' A325 Bolts at <br />Anti —Roll Clip Locations (See ') <br />1'-0" <br />RI I /EP9 q 5 <br />Lopnel <br />12 <br />3 4 J � <br />2" <br />12 <br />SG-101 <br />2' <br />12 <br />00 <br />V) t 00 I CO 00 N 00 N 00 N LL <br />8 13 �' m ao olo �t m W <br />W 00 t o 00 a \ <br />U O cn 9 12^ 11 11 2O 0 <br />6 1 7 <br />12 10 1 1182 <br />'-2 <br />T1 /EP9 <br />FEET ENDWALL SHEETING & TRIM @ FRAME LINE 1- <br />PANELS: 26 Ga. PBR — Ash Gray <br />NOTE: <br />SHEETING ZEEs (SG-101) ARE SENT <br />IN 10'-0" STICKS TO BE FIELD CUT & <br />WORKED AT LOCATIONS SHOWN <br />EW BOLT SCHEDULE: <br />GIRT CONN.— 1/2"0 x 1 1/4" A307 Flange Bolt (36 REQ'D.) <br />HA2 0 FRAMED OPENING — 1/2"0 x 1" FIN HEAD BOLT (16 REQ'D.) <br />1/4- PLATE <br />1/4' GUSSET <br />(2) 5/8'0 A325 BOLT! <br />3" SLOTS <br />COLUMN TO R.F. CONN. <br />9 <br />BOLT TABLE <br />FRAME LINE 1 <br />LOCATION <br />QUAN TYPE DIA LENGTH <br />Columns Raf <br />2 A325 5/8. 1 1/2 <br />TIGHTEN BOLTS AS FOLLOWS <br />1. INSTALL BOLTS AND TIGHTEN AS 'SNUG TIGHT'. <br />2. LOOSEN BOLTS 1/2 TURN. <br />3. MARR THREADS AT BOLT END OR TACK WELD NUT TO BOLT. <br />TRIM TABLE <br />FRAME LINE 1 <br />,X <br />MARK <br />LENGTH <br />QUAN <br />1 <br />BT2 <br />20'-6' <br />2 <br />2 <br />FL-11 <br />16'-6' <br />2 <br />3 <br />FL-16 <br />10'4 <br />2 <br />4 <br />FL-16 <br />20'-6" <br />2 <br />5 <br />FL— 16B <br />2'-0' <br />1 <br />6 <br />FL-22 <br />7'-6" <br />2 <br />7 <br />FL-22 <br />12'-6' <br />2 <br />8 <br />HT6 <br />10'-6' <br />1 <br />9 <br />HT6 <br />7'-6" <br />1 <br />10 <br />FL-24 <br />7'-6' <br />1 <br />11 <br />JHCT8 <br />12'-6" <br />2 <br />12 <br />JHCT8 <br />1'-6" <br />4 <br />13 <br />JHCT8 <br />10'-6' <br />1 <br />ALL TR MP LAPS 6" <br />i <br />I <br />I <br />NOTE: ALL TRIM HAS A QUANTITY OF (ONE) <br />(UNLESS NOTED) <br />ENGINEERING SEAL <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 />ANGLE TABLE <br />FRAME LINE 1 <br />MARK <br />PART <br />QUAN <br />BA1 <br />2X4X14GA (G-90) <br />3 <br />BA1 <br />2X4X14GA <br />3 <br />CONNECTION PLATES <br />FRAME LINE 1 <br />❑ ID <br />I MARK PART <br />1 <br />HA2 <br />2 <br />I SA1 <br />MEMBER TABLE <br />FRAME LINE 1 <br />MARK <br />PART <br />EC-101 <br />W8x10 <br />EC-102 <br />W8x10 <br />DJ-101 <br />8X25C16 <br />DJ-102 <br />8X35C16 <br />H8—IX <br />HEADER (12 GA) <br />DH-102 <br />8X25C16 <br />DS-101 <br />8X25C16 <br />G-101 <br />8X25Z16 <br />G-102 <br />8X25Z14 <br />G-103 <br />8X25Z16 <br />C-104 <br />8X35Z14 <br />G-105 <br />8X25Z14 <br />SG-101 <br />3.75X25Z16 <br />All Bolts labeled as a 1/2" x 1" A307 Bolt <br />Have been replaced with the Zinc <br />1/2' x 1 1/4' Flange Bolt and Nut Shown Below. <br />KEITH SHEDD <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />te�has been electronically <br />No 48014 signed and scaled ba Keith P. Shedd, <br />UsingP E. Us, a Dieital'Signalure and <br />* •• * date Printed copies of this document <br />* - are not considered signed and sealed <br />STATE OF lL : and the signature nmst be verified on <br />O any electronic copies. <br />�''SO R `�. <br />S�ONA� E�,O% osnsizazt <br />RELEASE tWSTORY <br />NO. <br />p DATE <br />3 fQKT. <br />REV. T <br />REV. < <br />OMT. <br />rear <br />APPRVL <br />Ln <br />CD <br />REv. W <br />NOTES <br />ruRu <br />ENGR <br />OC <br />Y��~ Lr <br />in <br />4n <br />o <br />J <br />In <br />ENG BY: MNF <br />CAD BY: WJD <br />DEr BY: WJD <br />CKD BY: JIM <br />JOB NUMBER : <br />B21-1794 <br />DWG NUMBER : B <br />EP5 of 13 <br />U <br />O N <br />O <br />O <br />m <br />CUSTOMER <br />PROJECT <br />