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STIFFENER TABLE <br />Mark <br />Stiff <br />Mark <br />Plate Sae <br />I Width Thick Length <br />RF1-101 <br />I ST1 <br />121/2 3/8' 16' <br />MEMBER TABLE <br />Mark <br />Weight <br />Wei 9 <br />Length <br />9t <br />Web De th <br />Web Plate <br />Outside Flange <br />W x Thk x Len th <br />Inside Flange <br />W x Thk x Len th <br />Start/End <br />I Thick <br />Lenath <br />RF1-101 <br />RF1-102 <br />304 <br />399 <br />15-5 1/4 <br />23'-2 15/16 <br />10.0 16.0 <br />16.0/16.0 <br />16.0/10.0 <br />10.0 10.0 <br />0.164 <br />0.188 <br />0.164 <br />0.164 <br />13-10 3 4 <br />1'-8 3/8 " <br />8'-4 7/16 <br />15-0' <br />5 x 1 4 x 15-4 1 2 <br />5 x 1/4: x 2'-0 5 16' <br />5 x 1/4 x 23'-1 ale <br />5 x 1/4- x 13-10 1 8 <br />5 x 1/4' x T-4 5/8' . <br />S x 1/4' x 14'-10 5 16 <br />FLANGE BRACE TABLE <br />FRAME LINE 1 <br />v ID <br />SJ <br />MARK <br />SIZE I <br />LENGTH <br />OFFSET <br />1 <br />1 <br />FB105B <br />L2x2xl25 <br />2'-7 3/16' <br />2'-4' <br />2 <br />1 <br />FB106B <br />L2x2xl25 <br />2'-8' <br />2'-4' <br />3 <br />1 <br />FB103B <br />1.2011125 <br />1 2'-5 7 8" <br />2'-4' <br />FLG. BRACE CONN.- 1/2"0 x 1 1/4" A307 Flange Bolt (20 REO'D.) <br />SPLICE PLATES h BOLTS <br />Splice <br />--- Bolt----- <br />Plate Size <br />I <br />(lark <br />TOP Bat Int DaLength <br />Width Thick Length <br />SP-1 <br />4 4 0 5/8: 2 1/4' <br />6' 5/8' 2'-0 3/4' <br />SP-2 <br />4 4 0 5 8 2' <br />6' 1/2 1 -6 5/6 <br />6®3'-5347 B®3'-534" h <br />2° <br />12 12 <br />8" 45-11" 8" <br />1'-4 1/2" Clear +/- 1'-4 1/2" <br />50'-0" Out -To -Out Of Steel <br />D A <br />RIGID FRAME ELEVATION: FRAME LINE L <br />END FRAME EXPANDABLE TO 23'-4" <br />Use (4) 1/2' x 1-1/4" A325 Bolts at <br />Anti -Roll Clip Locations (See t) <br />STIFFENER TABLE <br />Mark <br />Stiff <br />I Mark <br />Plate Size <br />I Width Thick Length <br />RF2-101 <br />I S11 <br />2 1/2 3/8' 14' <br />MEMBER TABLE <br />Mark <br />Weight <br />Length <br />9 <br />Web Death <br />Web Plate <br />Outside Flange <br />W x Thk x Len th <br />Inside Flange <br />W x Thk x Len th <br />Start End <br />Thick <br />Len h <br />RF2-101 <br />307 <br />15 -5 1 4 <br />10.0 14.0 <br />0.164 <br />14 -0 9 16 <br />5 x 1/4" x 15 -4 1/2!' <br />5 x 5 16 x 14 -0 9 16 <br />14.0/14.0 <br />0.250 <br />1'-6 3 8' <br />S x 5/16' x 1 10 1 4' <br />RF2-102 <br />390 <br />23'-4 15/16' <br />14.0110.0 <br />0.164 <br />8'-6 1/8' <br />5 x 1/4° x 23-3 3 4' <br />5 x 1/4: x 8'-6 3/l6° <br />10.0 10.0 <br />0.164 <br />15'-0' <br />S x 1 4 x 14'-10 5 16' <br />FLANGE BRACE TABLE <br />FRAME WE 2-3 <br />D ID <br />SA <br />MARK <br />SIZE <br />LENGIH <br />OFFSET <br />1 <br />1 <br />1`81048 <br />L2x2xl25 <br />2'-6 3/4' <br />2'-4' <br />2 <br />1 <br />M1058 <br />L20125 <br />2'-7 3/16' <br />2'4 <br />3 <br />1 <br />1 F01038 <br />L2x2xl25 <br />2'-5 7 8' <br />2'4 <br />FLG. BRACE CONN.- 1/2°0 x 1 1/4' A307 Flange Bolt (32 REO'D.) <br />Q2. <br />12 <br />SPLICE PLATES do BOLTS <br />Splice <br />..... Bdt----- <br />Plate Size <br />Made <br />Top Bat Int Dia Length <br />I 4ldth Thick Length <br />SP-1 <br />4 4 0 5/8: 2 1/4' <br />6: 5/8� 1:-10 3 4' <br />SP-2 <br />4 4 0 5/8 2' <br />6 1/2 1 -6 5 8' <br />`o 0 <br />6®3-534" 6®3'-534" <br />8" 46'-2 7 8' 8" <br />1'-2 9/16° Clear 1'-2 9/16" <br />50'-0" Out -To -Out Of Steel <br />D A <br />RIGID FRAME ELEVATION: FRAME LINE <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 />INTERIOR FRAME <br />Use (8) 1/2" x 1-1/4' A325 Bolts at <br />Anti -Roll Clip Locations (See ') <br />2" <br />12 <br />2-3 <br />NI 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 />KLI I H SHEUU ' <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />`��x,utttuzj� <br />P <br />i <br />G E Q <br />`� •.��NSF•. ,is ite ,has heen clectronicalk <br />No 48014 signed and seakd be Keith P Shedd, <br />P G. usn1�, a Dieicd Signature and <br />* •• * date. Pnnlcd copies of this dOCnn,Cnt <br />* - are not considered signed and sealed <br />- ' STATE O F 7 21/ Z and the sianatme must he \ended on <br />- o'• <(/ an, ciccleonic copies. <br />c<0RlOp <br />NAt ` 06/13/2021 <br />RELEASE WSTOKY <br />- No. <br />p DATE <br />i copsr. <br />,tvA ffl dS <br />Rvl <br />REv. <br />ftv. <br />REV. W <br />NOTES <br />nARlc <br />ENGR In Ln <br />x G <br />C <br />v <br />tn <br />en <br />W� Z <br />C <br />In <br />JOB NUMBER <br />B21-1794 <br />DWG NUMBER : B <br />EP7 of 13 <br />U <br />Q) N <br />N <br />O <br />i <br />O <br />m <br />CUSTOMER <br />PROJECT <br />ENG BY: <br />MNF <br />CAD BY: <br />WJD <br />DET BY: <br />WJD <br />CKD BY: <br />JIM <br />