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R9FE3e SHEEr 701 Fele TECH.SPEC.NOTES <br /> BUILTUP COMPOSITE ALUMINUM RAFTER MEMBER <br /> NOTE: BOTTOM CHORD OF RAFTER BUTTS AGAINST SIDE OF COLUMN; 3/8"THK.ALUMINUM BRACKET <br /> TOP CHORD CONTINUES ALONG TOP OF COLUMN. 1/4"S.S.TEK w/(12)3/8"DIA.S.S BOLTS <br /> SALUMINUM RIDGE <br /> x <br /> fg 1/4" 1 7/8"FLAT BAR (CCSI PART#800300) <br /> a 102020 ALUMINUM SPACER BUILTUP COMPOSITE ALUMINUM RAFTER MEMBER <br /> C NOTE: BOTTOM CHORD OF RAFTER BUTTS AGAINST BOTTOM OF T-SECTION; <br /> TOP CHORD CONTINUES TO PEAK OF BUILDING. <br /> TYP. <br /> PL. 1/4"THK.ALUMINUM PLATE <br /> w/(8)3/8"DIA.x 4"LG.S.S.BOLTS <br /> 5/16" TYP.N.S.&F.S.ON <br /> / TOP&BOTTOM CHORD OF RAFTER <br /> 3/16" <br /> / OO ALUMINUM RAFTER MEMBER <br /> / 3/16" <br /> ALUMINUM PURLIN <br /> (EXCEL EXTRUSION <br /> /ttSHAPE DIE#14482) <br /> f� I BUILTUP COMPOSITE ALUMINUM / / TyP \ 5/16"DIA.x 1"LG. <br /> COLUMN MEMBER 5/16" THK.ALUMINUM PLATE MOUNTING BOLT <br /> PL.1/4" <br /> w/(6)3/8"DIA.x 4"LG.S.S.BOLTS <br /> TYP.N.S.&F.S.OFT-SECTION <br /> TYP. 3/16" 3/8"THK.ALUMINUM T-SECTION PURLIN PLATE <br /> PL.3/8"THK.ALUMINUM PLATE <br /> DETAIL: TYPICAL COLUMN—DOUBLE w/(12)3/8"DIA.x4"LG.S.S.BOLTS <br /> RAFTER CONNECTION DETAIL: TYPICAL RAFTER PEAK CONNECTION DETAIL: TYP. PURLIN END CONN. <br /> 402 SCALE: 11/2"=V-0" (NP, AT TOP OF EACH FRAME WALL COLUMN) 403 SCALE: 1 1/2"=V-0" (TYP. AT PEAK OF EACH FRAME RAFTER) 404 SCALE: 1 1/2"=V-0" (TYP. AT EACH END <br /> OF EACH PURLIN) <br /> 5/16" <br /> g O 5/16" <br /> O <br /> ALUMINUM RAFTER MEMBER <br /> 3/8"THK.ALUMINUM T-SECTION <br /> COMPOSITE ALUMINUM DOUBLE RAFTER-BUILTUP FROM <br /> TYP. 5/16" I I I I (2)7"STD. RAFTER MEMBERS(CCSI#800500-TOP&BOTTOM CHORDS) <br /> STITCH WELDED w/6"LG.WELDS AT 12"O.C. <br /> EXTRUDED ALUMINUM COLUMN MEMBER 5/16" I I I ALONG ENTIRE LENGTH <br /> _LVNOTE:BOTTOM CHORD OF RAFTER BUTTS AGAINST SIDE OF COLUMN; <br /> PL.3/8"THK.ALUMINUM TOP CHORD CONTINUES ALONG TOP OF COLUMN. <br /> STIFFENER PLATE COMPOSITE ALUMINUM DOUBLE COLUMN-BUILTUP FROM <br /> a (2)7"STD.COLUMNS(CCSI#800400) <br /> !! STITCH WELDED w/6"LG.WELDS AT 12"O.C. <br /> TYP. 5/16" ALONG ENTIRE LENGTH <br /> 9 DETAIL: TYPICAL COLUMN—SINGLE <br /> ER CONNECTION DETAIL: TYPICAL DOUBLE COLUMN—DOUBLE RAFTER CONNECTION <br /> (401)*SCALE: 11/2"=1'-0" (TYP, AT TOP OF EACH END WALL COLUMN) 405 SCALE: 1 1/2"=V-0" (TYP. EACH END WALL COLUMN) <br /> "I hereby certify that this plan,specification,or report was prepared <br /> t97 by me or under my direct supervision and that I am a duly Licensed <br /> Professional En ineer under the laws of the State of Minnesota." <br /> AIAEOUF ENGINEERING INiERNAiIOWIL, INC. E.Mark se#2 CCSI INTERNATIONAL, INC. <br /> ' 17950 PRESTON ROAD SUITE 120 DUNKLEY RESIDENCE uf <br /> MN License#22133 <br /> DALLAS, TEXAS 972-783-2578 (fax:7(fax: 2583) CCS1 5635 STRUCTURAL CONNECTION DETAILS <br /> www.maloufen ineerin .com 2709 WALTERS PORT LN. <br /> 9 9 L MEI PROJECT ID SHEET NUMBER REV. <br /> INC.2018 EXCELSIOR, MN 55331 INTERNATIONAL, INC. 0 02/15/18 ISSUED FOR co"srnucrlON 1Rs IxN MM FEB 15,2018 MN05355B-18V0 SO4 0 <br /> 0 MQr N0. DATE REVISIONS DRkMN ENG D.APPb <br />