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TO. EP <br /> 5/16" PL. 3/8"THK.SPLICE PLATE PL.3/8"THK.SPLICE PLATE RERSHEETTOI FOR TECH.$PEC.wnits <br /> WELDED TO INSIDE OF TOP SECTION I V I WELDED TO INSIDE OF TOP SECTION <br /> TYP.EACH SIDE OF TUBE TYP.EACH SIDE OF TUBE <br /> r----1 r-- —1 ALUMINUM COLUMN MEMBER ir4 ALUMINUM COLUMN MEMBER <br /> I I I I I I I TOP SECTION II II TOP SECTION <br /> I I I I I I I I II II <br /> Z I I I I I I I II II <br /> s f I I I I I I I I II II <br /> s I I I I I I I I (6)1/2 DIA.THRU BOLTS II II <br /> (6)1/2 DIA.THRU BOLTS <br /> z I I O I I( I I I O O I I I I Ilt_d <br /> f I I I I I I I I II II <br /> I I I I I I I�u( I I I COMPOSITE ALUMINUM TUBULAR COLUMN ALUMINUM COLUMN <br /> � �. z (2)STANDARD CCSI PART#800400 <br /> " f r `1 r I r I I I I REFER 301&501 <br /> ALUMINUM COLUMN MEMBER ALUMINUM COLUMN MEMBER I ( I I 1/4"THK.x 2"WIDE ALUMINUM BASE SHOE I I ALUMINUM BASE SHOE <br /> BOTTOM SECTION BOTTOM SECTION I I I I TYP.2 <br /> 3/4"MIN. 3/4"MIN. (8) #14-14"x 1"LG.S.S.TEK FASTENERSS.S.TEK FASTENERS <br /> TYP. 2 1/2" 2 1/2" Typ, I--, TYP.4 PER SIDE TYP.4 PER SIDE <br /> 4"MIN. 4"MIN. I I I I I (1)COLUMNS SINGLE AT 5/8"DIA. DEWALT POWER STUD+SDI. * I II ANCHOR BOLT <br /> SIDE VIEW <br /> SIMILAR CONDITIONS (MIN.4"EMBED.INTO CONCRETE) II <br /> END VIEW _ _ J _ _ INSTALL AS PER MANUF.INSTRUCTIONS. <br /> ANCHORS ARE TO BE INSTALLED INTO <br /> zr REINFORCED CONCRETE OR SOLID GROUTED <br /> E <br /> BOND BEAMS. <br /> DETAIL: TYPICAL COLUMN SPLICE <br /> 502 SCALE: 1 1/2"=V-0" (TYP, AS SHOWN AND AS REQ'D. <br /> ON LONGER COLUMNS) <br /> COMPOSITE ALUMINUM TRIPLE RAFTER-BUILTUP FROM <br /> (1)7"STD. RAFTER MEMBER(CCSI#800500-TOP CHORD)and <br /> (1)8"x 2"TUBE(MIDDLE CHORD)AND <br /> (1)6"x 2"TUBE(BOTTOM CHORD) 6"MIN. 6"MIN. 6"MIN. <br /> STITCH WELDED w/6"LG.WELDS AT 12"O.C. (TYP-) (TYP.) (TYP.) <br /> ALONG ENTIRE LENGTH SIDE VIEW END VIEW <br /> NOTE: BOTTOM CHORDS OF RAFTER BUTT AGAINST SIDE OF COLUMN; <br /> TOP CHORD CONTINUES ALONG TOP OF COLUMN. <br /> DETAIL: TYPICAL INTERIOR COLUMN BASE CONNECTION <br /> 504 SCALE: NOT TO SCALE (TYP. AT BASE OF EACH INTERIOR COLUMN) <br /> i 3/16" TYP. <br /> i <br /> / EXTRUDED ALUMINUM COLUMN MEMBER EXTRUDED ALUMINUM <br /> I I I I COLUMN MEMBER <br /> ® I I 1/4"THK.x 2"WIDE ALUMINUM BASE SHOE I I ALUMINUM BASE SHOE <br /> i I—I (8)#14-14"x 1"LG.S.S.TEK FASTENERS 1'* <br /> I S.S.TEK FASTENERS <br /> TYP.4 PER SIDE <br /> TYP.4 PER SIDE <br /> I i I i (1)5/8"DIA. DEWALT POWER STUD+SDS. <br /> i <br /> — — I (MIN.4"EMBED.INTO CONCRETE) <br /> INSTALL AS PER MANUF.INSTRUCTIONS. ANCHOR BOLT <br /> ANCHORS ARE TO BE INSTALLED INTO <br /> 5/16" I I REINFORCED CONCRETE OR SOLID GROUTED <br /> z BOND BEAMS. <br /> PL.3/8"THK.ALUMINUM I I <br /> STIFFENER PLATE <br /> II <br /> TMP. <br /> 5/16" <br /> 0 I COMPOSITE ALUMINUM DOUBLE COLUMN-BUILTUP FROM <br /> v (2)7"STD.COLUMN(CCSI#800400) 6"MIN. 6"MIN. <br /> j STITCH WELDED w/6"LG.WELDS AT 12"O.C. (TYP.) (TYP.) <br /> E ALONG ENTIRE LENGTH SIDE VIEW END VIEW <br /> DETAIL: TYPICAL DOUBLE COLUMN-TRIPLE RAFTER CONNECTION R DETAIL: TYPICAL EXTERI L <br /> O COLUMN BASE CONNECTION <br /> 501 SCALE: 1 1/2"=V-0" (TYP. EACH INTERIOR FRAME COLUMN) 503 SCALE: 3"=V-0" "I hereby certify that this plan,sl(eTYFatiA,1oa& vQFFpp"H COLUMN) <br /> 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 /> uf <br /> IrIAEOUF ENGINEERING INUNAiIONAL, INC. E. Licensark e <br /> #2 CCSI INTERNATIONAL INC. <br /> 17950 PRESTON ROAD SURE 72D DUNKLEY RESIDENCE MN License#22133 , <br /> DALLAS, TEXAS 7(fox: 5635 STRUCTURAL CONNECTION DETAILS <br /> 972-183-2578 (fax: 2583) CCS1 <br /> www.maloufen ineerin .com 2709 WALTERS PORT LN. <br /> 9 9 L MEI PROJECT ID SHEEP NUMBER REV. <br /> INC.Z018 EXCELSIOR, MN 55331 INTERNATIONAL, INC. ° 02/15/18 ISSUED FOR CONSTRUCTION TRs LKN MM FEB 15,2018 MN05355B-18V0 S05 0 <br /> 0 ME, N0. DATE REVISIONS maw 91 wPb <br />