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SPLICE BOLT TABLE MEMBER TABLE <br /> Qty Mork Web Depth Web Plate Outside Flange Inside Flange <br /> Mark Top Bot Int Type Dia Length 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 RF2-1 8.0/ 8.0 0.135 16'-4 11/16" 5 x 1/4xx 16-4" 5 x 5/16" x 15-1" <br /> 5 x 1/4" x 8 1/4" <br /> RF2-2 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 /> ' FLANGE BRACES: (1) One Side; (2) Two Sides RF2-3 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) 5 x 1/4" x 17'-1 11/16" <br /> A - L2X2X099 <br /> CONNECTION PLATES <br /> l� it'-3 1 Y <br /> DID Qty Mork/Port <br /> 2fi Ga.L3P, ALCT 1 1 CL-12 <br /> 11'-0 7 16" <br /> „Zit' <br /> 12 <br /> • FB-1 2) <br /> FB 1 z)U3 _ot_U3 --- <br /> ---�-- °11 ° — <br /> _ —� RF2-2 �. i <br /> - -a- ua <br /> a <br /> 1.41o <br /> H <br /> T <br /> H N <br /> O \ I <br /> 1 y <br /> ^ <br /> 1 - <br /> c c1 <br /> W <br /> I G <br /> W <br /> -U <br /> O <br /> C <br /> 1 1 1 1 tin YAll.(4 <br /> �O OF WAST. Opp <br /> 8" 8 9/16" CLEAR /1 8 I /2" 8" �' #.:: •o <br /> >" z <br /> -1.e �e- `z <br /> � <br /> 33645 ,o•?; . <br /> 11'-0" OUT-TO-OUT OF STEEL ��'°C� 'IST <br /> s°ZONAL <br /> 0 <br /> 0 <br /> O, <br /> RIGID FRAME ELEVATION: FRAME LINE 2 3 EXPIRES 7 7 / 7 <br /> goago , <br /> NOTE: PRETENSIONED CONNECTIONS ARE REQUIRED. JA <br /> U EEL <br /> REFER TO DETAIL MF91AA ON SED-001. <br /> Mi NO.j REVISIONS MADE CK0 DATE ENGR DATE TNO. REVISIONS MADE CKD DATE ENCR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE <br /> CUSTOMER :NORTHLAND CONTRACTORSFOR APPROVA�TION DRAWN BY: MBS 8/30/16 <br /> •� FOR PRELIMINARYCHECKED BY: DAW 8/30/16 (JOHN C) �- /h, <br /> I <br /> DESIGN APPD BY: JOB 8/30/16 LOCATION : EVERETT WA DRAWING. REV.ND. 77 <br /> CAD BY:I NUMBER' W1608082A E-C2 0 <br /> l <br />