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BAI Rake Angle <br />#12 x 1-114" 5 * D. Screw w/o <br />Washer @ Each Support <br />(2) 1/2" x I" A307 Bolts <br />0/ 0 Purlin <br />0 0 A0 > <br />Steel <br />Line <br />o <br />(2) 1/2" x 1" A307 Bolts <br />Rigid Endwall <br />See Plan Of Rafter Rafter <br />Ri id Frame Rafter w/ F1q Brace <br />A9 <br />1/2 Load or Full Load R/F <br />SEE ROOF <br />FOR LAP <br />Roo <br />Purlin Flange <br />Brace <br />Rigid <br />igid <br />Frame <br />Rafter <br />after <br />Flanqe Braces May Be 1/2 x I A307 <br />Required On Both Sides Bolt (TYP) <br />Of Frame See Rigid Frame <br />Cross Section Drawing For <br />Correct Quantity. <br />2 Roof Purlin * Flange Brace Details <br />Interior Rigid Frame <br />Rigid Frame <br />EN Rafter <br />(4) 5/8' x <br />A325 Bolts <br />Overflow Window <br />Field Bend 3'-0" From <br />Rake Then @ 6'-0" O.C. <br />"All <br />-4- <br />-'--Gutter Strop <br />Sandwich Between 'P5R" <br />Highs @ Each Panel <br />Downspout <br />Detail of Gutter to Downspout Attachment <br />Standard Condition <br />Rigid Frame <br />.\EW Rafter <br />43 <br />(n <br />Sidewall <br />Girt <br />Corner <br />0 0 Column <br />End walt <br />0 Girt <br />4J 0 <br />L <br />X I Bolt <br />(TYP) <br />LU <br />\\-Field Cope Flange At <br />Endwall Girts And Lop <br />5N Girt Endwall And Sidewall <br />Depth Girts <br />WALL GIRT TO RIGID <br />E)IG CORNER COLUMN <br />#12 x 1-114" S.D. <br />Eavestrut BAI <br />Screw w/o Washer <br />%@ Each Support <br />AR <br />Anakigl <br />1/2"X 1-114" EaVC5trut <br />AB 25 Bolts <br />A� <br />Gusset Rigid <br />Rigid Steel See Frame <br />Frame Line Plan Column <br />Column <br />Section Elevation <br />aJ24 Eave5trut Connection @ EN R/F Column <br />Bypass Condition <br />Jamb <br />1/2' x I' A307 <br />Bolt <br />0 <br />0 <br />Wall Girt <br />Nall Girt To Jamb <br />RELEASE HISTORY <br />CONST. <br />X <br />PERMIT <br />X <br />APPRVL <br />REV. <br />CONST. <br />PERMIT <br />I <br />I <br />_Xt <br />APPRVL <br />REV. <br />0 <br />con <br />ONOTES <br />mom <br />old <br />03 <br />4 <br />"......4 <br />03 <br />>-% <br />aJ <br />^000 <br />For Customer Service issues, <br />please contact one of the following- <br />TODD FISCHER <br />JEFF RIPPEE <br />BILL BROOKS <br />ENGINEERING SEAL <br />This certification covers parts <br />and delivered by theJOB <br />only and excludes,ywe <br />parts such as doors, windows, <br />ACI BUILDING SYSTEMS, LLC <br />10125 HWY. 6 WEST <br />B��U- E M�38606 6 <br />lljfabricated <br />•13-17 <br />BLD'G SIZE: <br />90'x220'x2O'EH <br />NUMBERmanufacturer <br />8354 <br />r­_Aq Ap -A +; ir <br />vu 0611 $1101V Ulu V <br />the building. Sealed drawings do E 0 F :4Q <br />not constitute an agreement that the <br />signed engineer is acting as the <br />engineer of record for the overall <br />project <br />PROFESSIONAL ENGINEER <br />