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,f�f2" <br />12 <br />16'-8" 16'-8" T 16'-8" <br />2" <br />12 <br />SG-101 <br />H 3 C I 3 C I 3 C H <br />RF3-101 EC-103 EC-104 RF3-101 <br />5'-4' 6'-0" 1 5'-4" 1 6'-8" 13'-41 6'-8" d 5'-4" 1 6'-0' 1 5'-4' 1 <br />RIGHT ENDWALL FRAMING @ FRAME LINE 4 <br />Q2" <br />12 <br />U O <br />Use (4) 1/2' x 1-1/4' A325 Bolts at <br />Anti —Roll Clip Locations (See ') <br />1'-0" <br />RT1 /EP9 Laane <br />OP <br />s <br />4 5 4 5 <br />- I - <br />I <br />I" <br />N I N 'CO cD <br />I N ao N CO I I I I I I N m N I <br />ao N o t 1 0 0 l o t 1 0 l�l co <br />tD ^ OO N N I N O� cc,00 r c0 <br />2' <br />12 <br />1 2 t 2 <br />T1 /EP9 <br />RIGHT ENDWALL SHEETING & TRIM @ FRAME LINE 4 <br />PANELS: 26 Go. PBR — Ash Gray <br />NOTE: <br />SHEETING ZEEs (SG-101) ARE SENT <br />IN 5'-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 (28 REQ'D.) <br />HA2 ® FRAMED OPENING — 1/2"0 x 1' FIN HEAD BOLT (16 REQ'D.) <br />TYP. <br />ALL TRIM LAPS 6" <br />I <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 />TRIM TABLE <br />FRAME LINE 4 <br />OID <br />MARK <br />LENGTH <br />QUAN <br />1 <br />BT2 <br />20'-6' <br />2 <br />2 <br />BT2 <br />10'-6' <br />2 <br />3 <br />FL-11 <br />16'-6' <br />2 <br />4 <br />FL-16 <br />10'-6' <br />2 <br />5 <br />FL-16 <br />20'-6' <br />2 <br />6 <br />FL— 16B <br />2'-0' <br />1 <br />7 <br />FL-22 <br />7'-6' <br />4 <br />8 <br />FL-22 <br />10'-6' <br />2 <br />9 <br />HT6 <br />7'-6' <br />3 <br />10 <br />JHCT8 <br />7'-6' <br />11 <br />11 <br />FL-24 <br />7'-6' <br />2 <br />ANGLE TABLE <br />FRAME LINE 4 <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 4 <br />❑ID MARK PART <br />1 HA2 <br />2 SA1 <br />MEMBER TABLE <br />FRAME LINE 4 <br />MARK <br />PART <br />EC-103 <br />w8x10 <br />EC-104 <br />w8x10 <br />DJ-101 <br />8X25C16 <br />DJ-103 <br />8X25C16 <br />H8-1X <br />HEADER (12 GA) <br />1,18-2 <br />HEADER (14 GA) <br />DS-101 <br />8X25C16 <br />G-106 <br />8X25Z16 <br />G-107 <br />8X25Z14 <br />G-108 <br />8X25Z16 <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 />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />P <br />�` : •SAG E N SF• � pis ite ha, been eleclronicalh <br />si ned and sealed by Keith P. Shedd, <br />NO 48014 - P.G. using a Digital Si,-,nalure and <br />date, Printed copies of this document <br />* - are not considered sitied and sealed <br />-33 ' STATE OF 1jJ and the siL�nature must be cen6ed on <br />41J : am cicclromc copies. <br />06/13/2021 <br />,,,,,ON AVo <br />RELEASE HISTORY <br />— NO. <br />5 DATE <br />caw. � Pam <br />1M <br />AE"` <br />Ea. W <br />NOTES <br />MARK <br />fi+GR <br />U <br />C <br />N N <br />Oi Ln <br />r) - <br />L <br />L O <br />U _ U) <br />�' O <br />U C:) <br />U N <br />O <br />m <br />ICUSTOMERI PROJECT <br />3C <br />ti f <br />� � m <br />.7, <br />vC;':R <br />—kn <br />H <br />tn <br />`. z <br />0 <br />J <br />m <br />ENG BY: MNF <br />CAD 8Y: WJD <br />OEr BY: WJD <br />CKD BY: JIM <br />JOB NUMBER <br />B21-1794 <br />DWG NUMBER B <br />EP6 of 13 <br />