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#12 x 1 I/4' S.D. Screw W/O Washer <br />(One Per Support) <br />Rd j0 0 1 (2) 1/2'X 1 I/4' <br />Angle I A307 Flange Bolts <br />io X <br />Flange Brace <br />Steel , <br />Line 0 1/2'X 1 1/4' <br />1 <br />A307 Flow Bolts <br />1 Sere Rigid Frame <br />Dugs. Erduwll Rafter <br />�a SECTION THRU ENDWALL RAFTER <br />RIGID FRAME RAFTER (1/2 or Full Load) <br />Sidewall Girt <br />1 <br />I <br />Rigid Frame Colum <br />I <br />Endwall <br />tL C O 1 <br />__—_—_ _J______ <br />SAI 1/2' x 1 1/4' A307 <br />Filler Flage Bolt (TYP) <br />Tek 5 S.D. Screws Girt <br />w/o Washers <br />n1e Girts to RFrome Corner Column <br />LJ I J Byp ns SW, Fran Inset To EW <br />R� #12 x 1-1/4' S.D. <br />Angle % Screw w/o Washer <br />�Eavestrvt / Support <br />--------------- <br />1/2' X 1-1/4' �Ewestrut <br />A325 Bolts <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Rigid Frame <br />Comer Column 1 <br />Steel I See Rigid Frame <br />Come Colum <br />Line 1 Plan <br />Side View Front View <br />�i't Eam Eavestrut to Rigid Franc Comer Colun <br />Lowside, Bypass <br />Cable Wrap -/ <br />Eyebolt <br />Slot In Web <br />Column or <br />Rafter Web <br />Bracer or <br />Hillside Washer <br />Flat Washer <br />Q2 Cable Brace Detail <br />Tighten Botts As Follows: <br />I) Install Bolts Snug Tight. <br />2) Loosen Bolts 1/2 Tun. <br />3) Marr Threads At Bolt End Or Tads Weld Nut To Bolt. <br />RF Endwall Rafter <br />Slotted <br />Clip Typ. (2) 5/8'x 1 1/2' <br />(2) 1/2'x 1 1/4'- <br />/4' A325 Bolts With <br />7 <br />A325 Bolts With l Washer Slot Side <br />Washer Each Side ' <br />t <br />Structural <br />Cee Emwall Endwall Column <br />Column <br />B19 ENDWALL COLUMN TO RAFTER <br />Endwall Column To RF Rafter Bottom Flange Clip <br />(7) 1/2'x 1 1/4' A307 <br />Flange Bolts At Purls Lap <br />Indicator Arrow '%., <br />Points To Wide �� "kT <br />Flange. Alternate <br />Bays. �\ \ <br />Frame <br />_ <br />f Flair Braces May Be <br />ReW red On Both Sides <br />OF Frame. See Rigid Frame I/2'x 1 1/4' A307 <br />Cross Section Drawing. Flage Bolt (TYP) <br />t -2)) Roof Purlin 4 Flange Brace Detail <br />�Interior Rigid Frame <br />1/2'x 1 1/4' A307 <br />Flange Bolt (Typ) <br />Door Janbt a- Walt Girt <br />K3 W°II Girt To Door Jamb <br />Frame <br />`Eiolts, See <br />Cross Section <br />For Size <br />-----Interior <br />Column <br />V2 INTERIOR COLUMN TO RAFTER <br />Rigid Frame <br />Endwoll Rafter <br />1 5/8'x —' <br />l25 Bolts <br />Endwall <br />Column Side <br />Front <br />B20 ENDWALL COLUMN TO RAFTER <br />Structural Column W/ Cap Plate To RF Rafter <br />Wide N <br />NaTaw Flg <br />V4' Gusset <br />Narrow Fig '.r Plate <br />Wide Fl9 <br />Narrow Fig Wide FigNarrow Fug <br />(8) I/2' x I I/4' A325 Irklinstw Aff0us <br />Redd at all (Alm Point to the We Fig) <br />Pufn Laps <br />Section @ Anti -Roil <br />-1/4' S.D. <br />'o Washer <br />Front View Side View <br />L3 Door Jamb to Eavestrut <br />Lowside <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 />Structural Endwall Column <br />1/2' x 1 1/4' A307 <br />Flange Bolt (TYP) <br />r—T ---I <br />1 0 O O O I <br />1 I <br />I I <br />I I <br />DLO o o O� <br />Endwall Cams <br />C� Girts to Structural Endwall Column <br />Flush <br />f Flange Braces May Be <br />ReWired On Both Sides '' A307 <br />OF Frame. See Rigid Fran <br />(TYP) <br />Cross Section Drawing. <br />�ainIndicator <br />rim <br />KFlaW <br />Arrm <br />Points To WideFlage. <br />Alternate i �BBays. <br />1/2'x 1 1/4' A307 J <br />e Bolts At Girt Lap <br />1-, \Sidewall Girt 4 Flonge Brace Detail <br />t'IL Bypass Guts <br />1/4-14 x I' Parake a12 x 1-1/4' S.D. <br />Mead S.D. w/o Washer Wall Girt Screws w/o Washer <br />12' O.C. 12' O.C. <br />Note: Do Not Cut <br />Girt Flage to <br />Header Sleeve Install Header <br />H- If Redd. <br />See Elevation <br />Wall Girt -� Wall Girt <br />(( A2 x 1-1/4' S.D� <br />Screws w/o Washer <br />Door <br />Front View Side View <br />I n \ Door Jamb to Wall Girt <br />LV <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 />I& x 1 1/4' A307 <br />Flaw Bolt (TYP) Structural Endwall Column <br />r o <br />i <br />I <br />I <br />LO o <br />Bidwell Girt <br />C15 Girt to Structural Endwall Column <br />Flush <br />I/2' X 1-1/4' <br />A325 Bolts <br />(.alum <br />Side View Front View <br />9 <br />Eavestrut to Rigid Frome Colurym Lowswe, Bypass <br />dDoor Jamb Loose HA2 Clip <br />O <br />O Header _ _ Door <br />J Jamb <br />Header(4) I/2' z I' <br />FLat Head Bolts <br />Top View Head <br />View <br />�I Header to Jamb <br />Loose HA2 Clips <br />KLI I H SHLUU <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />,,``tl111 P 1 S/14� , <br />� ����G E N SF s suer n has been electronicalh <br />No 4801 4 signed and scaled b\ Kcith P. Shedd. <br />P.E. usm, a Digdal Signalurc and <br />* * - dale. Printed copies of this document <br />* �' are not considered signed and sealed <br />STATE OF 44/ and the slynature uuut be ti°clinical on <br />'0- 40 : anv electronic copies. <br />iONAi E���. osn3zozl <br />RELEASE HISTORT <br />NO. <br />Y DATE <br />COST. F <br />Pam $ <br />AMMi <br />ply.Wow <br />a <br />rune <br />REV. <br />REV. m <br />NOTES <br />MA171C <br />ENr.R <br />x <br />I C <br />t� <br />M <br />H <br />} <br />N <br />C <br />J <br />m <br />JOB NUMBER: <br />B21-1794 <br />DWG NUMBER: B <br />EP13 of 13 <br />U <br />O N <br />L <br />� � O LJ_ <br />U � � <br />N O —� � <br />O <br />m <br />CUSTOMER PROJECT <br />ENG BY: <br />ENG BY: <br />MNF <br />CAD BY: <br />WJD <br />DL? BY: <br />WJD <br />CKD BY: <br />JIM <br />