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CL BRRGP STRI 6 N /z' <br />NOTES: <br />Sr1E INIERMEDIATE- <br />7R 1OYP <br />16 SAS. 24 SHEAR ° MAX. <br />3I' - IOTA" TEAM B61 <br />32- 311s' TEAM BSI <br />BEAM ELEVATION <br />NOT TO SCALE <br />BEAMS AND CONNECTED ELEMENTS SHALL BE SHOP PANTED BLUE-GREEN IEEDERAL STANDARD <br />COLOMATCH TO NOIR. <br />STARRSTATION93PRI ATIOCEABRICATIONAISEERSHALL SHEET 61.EF]ELD PANE BOLTED CONNECTIONS <br />PND OTHER TOUCH UP PREPS PS NEEDED <br />BEARING STIFFENERS AND ENDS OF BEAMS SHALL BE PERPENDICULAR TO FLANGE. <br />ALL STRUCTURAL STEEL SHALL CONFORM TO SPEC.33O9 UNLESS OTHERWISE NOTED. <br />SHEARSHEAR STUDS ON THE TOP TANG: OF IHE GIRDER SHALL BE MSTALLED M THE FIELD. <br />SHEAR CONNECTORS TO PROJECT A M1N1MUM OF 2" 1NTO DECK STRUCTURAL SLAB IN NO CASE <br />SHALL CONNECTORS P ESTRUCTURAL SLAB. <br />ENG]NEERTO FIELD VERIFY BEAM ELEVATION AND AUTHORIZE STUD LENGTH. <br />SHEAR CONNECTORS TO BE INCLUDED M WEIGHT OF STRUCTURAL STEEL I33091AND CONFORM TO SPEC.3391. <br />ALL BOLTED TONNECT1ONS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS,EXCEPT AS NOTED <br />SEE DETAIL B402 FOR STIFFENER CONNECT1ON DETAILS <br />MARK EACH BEAM SHOWING BRIDGE NUMBER AND INDIVIDUAL I NDENTIFICATION <br />LETTERS AND NUMBEET ON THE FACE OF 5D LOCATED THAT <br />WILL BE EXPOSED AFTER THE END DIAPHRAGMS HAVE BEEN ARFASUA BEAMS ON THE MS1DE FACTENSURE ALL MARKINGS E SIENCKLED <br />AND <br />CLEARLY LOCATION OF BEAMS.SEE FRAMING PLAN. <br />DEFLECTION AND CAMBER NOTES: <br />BASE LINE 15 A 5IETIGHT L1NE FROM CL BRG TO CL CONNECTION ALONG TOP OF BEAM. <br />BEAM DISTANCES ARE MEASURED HORIZONTALLY ALONG CL OF BEAM WEB <br />CAMBER <br />DIAGRAM IS FOR BEAMS IN CAMBERA <br />IN UNLOADED POULAIO AND PROVIDES FOR ALL DEAD LOAD DEFLECTIONS. <br />NO BE <br />DIAGRAMS NOT TO SCALE. <br />0 DEFLECTIONS DUE TO WEIGHT OF STRUCTURAL STEEL <br />02 DEFLECTIONS DUE TO WEIGHT OF SLAR.CURRS AND RAL]NG. <br />®BOLTON <br />& MENK <br />T CONNECTION AT TIE ]N �'� <br />NOTE <br />Q BEAM2441 S, <br />r__' <br />Y" X r' SHEAR sluD— 3.--/" x s' SHEAR STUD <br />. HOLE FOR <br />DT. BOLTS BOLTS TYR.) <br />3.-4-ESTIMATED FACE <br />OF STRUCTURE <br />1 <br />P.1 WEB <br />104. n2) <br />T." GAP (DESIGN) SECTION A - A <br />FIELDTHE CONTRACTOR SHALL MAKE MEASUREMENTS P <br />NECESSARY PRIOR TO FABRICATION OF THE STEEL BEAMS <br />AND NNECTIONS TO ASSURE PROPER FIT IN THE TN., <br />NOTE <br />SHALLOW SPAN 7 BEAMS WILL NOT SUPPORT TYPICAL OVERHANG <br />ASSEMBLIES FOR CONSTRUCTION PLATFORMS. <br />CONTRACTOR IS RESPONSIBLE FOR VERIFYING BEAM CAPACITY <br />FOR PROPOSED NST RAND CA METHODS,AND <br />D SHALL SO <br />TO SUPERN BRAWL NOS AND CALCULATIONS ONS FOR APPROVAL PR1 OR <br />TO SUPERSTRUCTURE CONSTRUCTION. <br />POTT <br />0.25 <br />0.75 <br />POINT <br />0.5 <br />0.75 <br />CAMBER DATA <br />BEAM B6 <br />44 <br />BEAM BT <br />4.„ <br />44 <br />DEFLECTION DATA <br />BEAM B6 BEAM <br />Q) V Co) <br />Ws" <br />W." Yes" 44 <br />ENGINEER SIGNATURE <br />W16 X 77 <br />COPE EST <br />F ANGESDND7WBEOPMS <br />BEAM COPINGPL AN VIEW <br />- <br />4 EQUAL SPACES <br />-2T," TEAM B. <br />TP- 84." !BEAM B71 <br />BEAM CAMBER DIAGRAM <br />4 EQUAL SPACES <br />21T." <br />3] - 84o" BEAM B71 <br />BEAM DEFLECTION DIAGRAM <br />STEEL BEAM DETAILS � S.A.P.199-010-012 'TRIDGE NO. <br />SHEET NO. 74 OF 99 SHEETS I 02053 <br />