Laserfiche WebLink
DECK CUT TERLINE <br />HANDRAIL YP.) <br />I r r- Lom <br />/z" VZ" FROM EDGE OF DECK <br />-DRIP <br />ORNAMENTAL <br />4 CURB MOUNT) <br />IT YP.1 <br />CONCRETE CTURB HANDRAIL ITYR.) <br />CURBSDETAILS (P , <br />r--1 BRIDGE <br />DECK GU, ERLINE <br />T — <br />PRDETLE GRADE <br />PROFILE, <br />—CL BRIDGE <br />T — <br />PROFILE GRADE <br />1.00/ <br />CONDUIT T <br />RAIL POSTS A REQUIRED BY LIGHTING <br />PLAN 6URNISHEG BY OTHERS/ <br />COLUMN <br />TC <br />CONCRETE COLUMN <br />R NG BEAM <br />DIA CONTINUOUS RIGID .STEEL ON <br />1.00/. <br />1,-0" TRAIL <br />DECK GUT T <br />0PROFILE GRADE <br />(PROFILE) <br />CONCRETE <br />DEC,TE } <br />WIDX33 FLOOR BEAM <br />SEC <br />SECTIONHD-D EEO TRUSS <br />®BOLTON <br />& MENK <br />0 MEASURED GUTTERLTNE TD GUTTERUNE <br />O RO CLEGRPDEP7HD INBOrl OMD 0 DN. <br />ENGINEER SIGNATURE P <br />I'-9Ve" <br />BRACE AL-1 <br />HSS5x5,1/4 <br />1 <br />TOP CHORD HSS9x9x%V YP., <br />RNPMNi pRAILING <br />9 CURB MOUNTI N <br />DIAGONAL HSSO OD/a (END PANEL, <br />DIAGONAL HSS5x5x'/. (INT. PANELS) <br />TV <br />INT VERTICAL Bex"/is <br />END POST HSS9x9x% <br />T BanDM CHORD TNNNTNx% (TAP.) <br />CHORD <br />TRUSSNOTE <br />IF DESIGN M THE CONFIGURATION SHOWN, CONTRACT REVIEW CALCULATIONSSIGNED BY ANENGINEER LICENSED SUBMITFORIN THE STATE OF <br />MINNESOT A. <br />TYPICAL SECTIONS <br />S.A.P.199-010-012 'IRIDGE NO. <br />SHEET NO. 5 OF 99 SHEETS I <br />02053 <br />