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SPLICE BOLT TABLE <br /> MEMBER TABLE <br /> Oty Web Depth Web Plate Outside Flan e Inside Flange <br /> Mark Top Bot Int Type Dia Length Mark 9 <br /> - <br /> Start/End Thick Length W x Thk x Length W x Thk x Length <br /> SP-1 4 4 0 A325 0.750 2.00 RF1-1 8.0/ 8.0 0.135 16'-4 11/16" 5 x 1/4" x 16'-4" 5 x 1/4" x 15-1" <br /> 5 x 1/4" x 8 1/4" <br /> RFI-2 12.0/12.0 0.135 8'-3 5/16" 5 x 1/4" x 8'-2 5/16" 5 x 1/4" x 8'-2 5/16" <br /> OFLANGE BRACES: (1) One Side; (2) Two Sides RF1-3 8.0/ 8.0 0.135 17-1 11/16" 5 x 1/4" x 8 1/4" 5 x 1/4" x 15-9 1/4" <br /> FBxxA(1) <br /> 5 x 1/4" x 17'-1 11/16" <br /> A - L2X2X099 <br /> CONNECTION PLATES <br /> -1 <br /> ii'-3 1 2' DID Oty Mark/Part <br /> 26 Ga. L3P. ALCi 1 2 CL-12 <br /> 11'-0 7 16' <br /> Qt• <br /> 12 <br /> 13 U3 FB-1 2 <br /> �2) 3--- "_ _ 1 i <br /> RF1-2 _ <br /> 1 <br /> N <br /> M <br /> H <br /> O <br /> N <br /> HI <br /> I <br /> O <br /> 1 <br /> t n+ I W <br /> I - <br /> cc Y= -V <br /> O <br /> O <br /> • <br /> cwQ <br /> oo W �is,o,0 <br /> 8" 8 1/7" 8'-3" 81/2' 8' T ,// ,� <br /> CLEAR +/- <br /> /t :, r <br /> • <br /> • <br /> ,o� � 1 O �Y <br /> oFG11'-0"OUT-TO-OUT OF STEEL �S'S � <br /> ICIVAI '.•0 0 <br /> RIGID FRAME ELEVATION: FRAME LINE 1 4 EXPIRES p7 7 7 <br /> NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO a- � �s pF1�Q <br /> ACCOMMODATE ANY FUTURE EXPANSION. <br /> 'NOTE: PRETENSIONED CONNECTIONS ARE REQUIRED. <br /> REFER TO DETAIL MF91AA ON SED-001. <br /> C'Tb)/11 TEFL <br /> NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS -MADE CK'D DATE ENGR DATE DRAWI - iCIIII <br /> j F3UJIAJFSCI LII <br /> NG S <br /> STgTUSUOMITTAL <br /> SCALE: NONE DATE <br /> CUSTOMER :NORTHLAND CONTRACTORS <br /> ) I ([ 1] FOR CONSTRUCTION DRAWN BY: M05 8/30/16 <br /> i I I I I I I [•} FOR PEPRRMR ONLY CHECKED EY1 aAW ( 8/30/16 (JOHN C) I.l JJJ FOR ELMwARY <br /> I ! � I I I I 1 DESIGN APPD BY: JOB 18/30/16 LOCATION EVERETT WA <br /> DRAWING, <br /> �—� ` REV.NQ. <br /> I CAD BY:I W t 6080H2A E-0 i <br /> NUMBER' a <br />