TABLE OF LAP SPLICE & ANCHORAGE LENGTH
MAXIMUM CLEAR CONCRETE COVER = 20mm
                                                                                              MAXIMUM CLEAR
                                                                                       CONCRETE COVER = 20mm
                                                             ADDITIONAL DETAIL FOR SLAB
                                                             REINFORCEMENT SHOWING MAXIMUM
                                                              CLEAR CONCRETE COVER
                                                             SCALE:                                                               N.T.S.
                                                                                                           50mm MAX.
                                                                                                                                                          STEEL BEAM TO STEEL GIRDER CONNECTION DETAIL
                                                                                                           DEPRESSION
                                                                                                                                                                                                                                              NOT TO SCALE
                                                                        SLAB DEPRESSION DETAIL
                                                                  SCALE:                                                 N.T.S.
                                                                                                                                                                              12mmØ STUDS @ 200mm O.C.
                                                                                                                                                                             FLANGE
                                                                                                                                                                             THICKNESS
                                                                                                                                                                        WEB THICKNESS
                                                                                                                                                                             FLANGE
                                                                                                                                                                             THICKNESS                               FLANGES
                                                                                                                                                                   SECTION
                                                                                                                                                                                                         ELEVATION
                                                                                                                                                                   TYPICAL COMPOSITE I- BEAM DETAIL
                                                                                                                                                                                                                               NOT TO SCALE
      TYP. DETAIL OF ONE-WAY SLAB
         REINFORCEMENT DETAIL                               LONGITUDINAL SECTION                                           CROSS SECTION
                             NOT TO SCALE
                                                TYP. DETAIL OF ELEVATED WATER TANK CONCRETE SADDLE
                                                              CONTINUOUS BEAM STIFFENER PLATE DETAIL
       TYP. DETAIL OF TWO-WAY SLAB
                                                                                                                                           NOT TO SCALE
          REINFORCEMENT DETAIL                                                                                                                                                                                                                           NOTE: ANY DISCREPANCY MUST
                                                                                                                                                                                                                                                                 BE VERIFIED WITH THE
                                 NOT TO SCALE
                                                                                                                                                                                                                                                                 ARCHITECT AND ENGINEER
                                                                      LORENZO S. DY,