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4a4 - a 5 8' 7 CO • CO CO en en r1 CD V) CD tri CD a i a Z i Z i a a a es .- % n vas n S SIZE. TYPE AND NUMBER u FOR OF BOLTS SEE TYPICAL BOLT SCHEDULE l yti, �c CO STEEL BEAMS 3/8' STEEL SHEAR PLATE , o 11 ''' 5/8' STEEL SHEAR PLATE .- . TOS W HERE 'D' a 27 ' OR MORE ` EL II % ` , SEE PLANS . C m • • f c° co III / / Fio N o I 3/8' STEEL STIFFENER PLATE - k — D(TEND TO EDGE OF BEAM STL ANGLE - i FLAN 17P -- k 5/8 Al • , , _ - -- Aiiir CL N OR 3/16 Pr I FACE i' ASONRY 3/16 Y 1 ® STEEL BM TO STEE L BM CONNECTION NECTION SCALE: NO SCALE ®ffyp METAL ;'E OCCURS) I : . (TYPICAL DETAIL) SCALE: NO SCALE STL COL & BASE PL - © SEE•• , • • WDE 1 5 /16"DIA - -- - - " HOLES IN BASEPLATE) Q 1/4 I HEEAD CHOR SEE PAS 4 SIDES 3/16 1 1 2 i/i LOCATE BOLTS 2' / 5%1R + v." • / 4 SIDES 3/16 1 1 2 r ry 5/16 V / am IL_÷ II SHEAR BEAM / COL CONN 15 TYP SHEAR BEAM / COL C S3.1 SCALE NO SCALE CALE • , _ % x� , TYPE AND NUMBER '� Ti? BOLT SCHEDULE CL 7/8' 0 BOLTS • NOMINAL BEAM NUMBER OF ROWS r SHEAR PLATE DEPTH 'D' IN SHEAR PLATE INCHES OF BOLTS • 27' OR MORE n V UPTO7 1® EEL BEAM I 8 - 11 2 8 12 -14 31 I 15 - 17 4 1" I 18 - 20 5 S I 21 - 23 6 �, I - 24 - 29 7 I STEEL C /MN .. _ _ . 30 - 32 8 -- - - � - .. 33 39 • 9 / Np__________ i fl 36 10 t __ 4 5/161 BOLT SCHEDULE SHEAR BEAM / COL CONN . . 25 FOR TYP STL CONNECTIONS S3.1 (TYPIC AIL) SCALE .,, SCALE: NO SCALE /� �- SLOTTED HOLES 1 -1/2' SLOTTED HOLES 1-1/2" LONG SLOTTED PLATE EACH 511 IN CAP PLATE EACH SIDE IN CAP GIRDER BEARI LTS EACH SIDE V OF JOIST GIRDER BEARING 2 - 3/4'0 BOLTS EACH SIDE OF TIGHTEN NUTS ANGER TIGHT. rn iT r m MST T ' 1/2" STEEL CAP PLATE TACK WELD BOLTS TO JOIST '6' MIN 1/2' 1/2" STEEL CAP PLATE .iro nan PI L W B RG MAX I TO MATCH COL WIDTH