REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
                                                                                                                                                                                                                                                                                           FLOOR BEAM                                                                                                          OFFICE OF THE BUILDING OFFICIAL
                                                                                                                                                                                                                               @ 100mm on center
                                             TIES (SEE COLUMN                                                                                                                                                                                                                                                                                                                                                      MUNICIPALITY OF SOGOD
                                                                                                                                                                                      lateral ties spacing (refer col. sked.) lateral ties spacing
                                                                                                                                                                                                                           18" w/cever is greater
                                             SKED. FOR SPACING)                                                                                                                                                                                                                                                                                                                                                 PROVINCE OF SOUTHERN LEYTE
                                                                                                                                                                                                                            H/6 or Col. Depth or
                                                                                                                                                                                                                                                                                                                                                                                                  RECOMMENDING APPROVAL:
                                                             NAT. GRD. LINE
                                                                                                                                                                                                       2H/3
                                          1200
                                                                                                                                                                                                                                                                                                                                                                                                        BUILDING OFFICIAL                         DATE
                                                                                                                                                                                                                                                                                                        SCHEDULE OF BEAMS
                                                                                                                                                                                      18" w/cever is greater
                                                                                                                                                                                       H/6 or Col. Depth or
                                          400
                                                                                                                                                                                                                                                                                                                      SECTION                                                 REINFORCEMENT
                                                                                                                                                                                                                                lateral ties spacing @ 100mm o.c.
                                                                                                                                                                                                                                                                                                          BEAM
                                                                                                                                                                                                                                                                                                          NAME                        SPAN                                                                                           STIRRUPS
                                                                                                 1200                                                                                                                                                                                                               width    depth               @ Exterior Support               @ Mid Span              @ Interior Support
                                                                                                                                               BARS SPCD. EVENLY
                                                                                                                                               BOTH WAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                   d10 BARS STIRRUPS
                                                                                                                                                                                                                                                                                                                                                                     3-d16                      3-d16                      3-d16   SPCD 8@75mm;
                                                                                                                                                                                                                                                                                           FLOOR BEAM                                                                                                                              10@100mm;
                                                                                                                                                                                                                                                                                                          BEAM 2    200      300      vary                            2-d16                     2-d16                      2-d16   rest @ 200mm
                                                                                                                                                                                                                                                                                                                                                                      3-d16                     3-d16                      3-d16
                                                                                                                                                                                         18" w/cever is greater
                                                                                                                                                                                          H/6 or Col. Depth or
                                          1200
                                                              300
                                                                                                                                                                                                                                                                                                                                                                                                                                   d10 BARS STIRRUPS
                                                                                                                                                                                                                                                                                                                                                                                                                                   SPCD 8@75mm;
                                                                                                                                                                                                                                                                                                                    300      300      vary                    3-d16                      3-d16                           3-d16     10@100mm;
                                                                                                                                                                                                                                                                                                          BEAM 1                                                                                                                   rest @ 200mm
                                                                                                                                                                                                                                                                                                                                                              2-d16                      2-d16                           2-d16
                                                                                                                                                                                                                                                                                                                                                              3-d16                      3-d16                           3-d16
                                                                                                                                                                                                                                                                                                                                                                                                                                   d10 BARS STIRRUPS
                                                                                                                                                                                                          lateral ties spacing (refer col sked)
                                                                                                                                                                                                                                                                                                                                                                                                                                   SPCD 8@75mm;
                                                                                                                                                                                                                                                                                                                                                             3-d16                      3-d16                           3-d16
                                                                                                                                                                                                                                                                                                        FOOTING     300      300      vary                                                                                         10@100mm;
                                                                                                  300                                                                                                                                                                                                                                                       2-d16                       2-d16                           2-d16      rest @ 200mm
                                                                                                                                                                                                                                                                                                        TIE BEAM
                                                                                                                                                                                                                                                                                                                                                            3-d16                       3-d16                           3-d16
                                                                                                                                                                                                                         2H/3
                                                                                                                           NGL
                                                                                     FTB          FTB
                                                                                                                                                                                         18" w/cever is greater
                                                                                                                                                                                          H/6 or Col. Depth or
                                                                      COLUMN TIES               VERTICAL REINF.
                                                       REINF. BAR                                           REINF. BAR
                                                       ALONG X DIRECTION                                    ALONG Y DIRECTION
                                                                                                                                                                                                                                                                    FIN. FLR LINE
                                                                                                                                                                                                                                lateral ties spacing @ 100mm o.c.
                                                                                                                                                                                                                                                                                                                                     DIMENSION                                                          REINFORCEMENT
                                                                                                                                                                                                                                                                                                        FOOTING
                                                                                                                                                                                                                                                                                                                             W               L          T
                                                                                                                                                                                                                                                                                                         MARK
                                                                                                                            50 MM
                                                                                                                                                                                                                                                                                                                                                                                   ALONG X                                          ALONG Y
                                                                                                                            LEAN CONCRETE
                                                                                                                                                                                                                                                                                                                                   MILLIMETERS
                                                                                    REINF. BAR
                                                                                    ALONG Y DIRECTION
                                                                                                                                                                                                                                                                        TIE BEAM
                                                                                                                                                                                                                                                                        OPTIONAL                           F-1              1200        1200          400
                                                                                                                                                                                                        verify
                                                                                                                           REINF. BAR
                                                                                                                           ALONG X DIRECTION
                                                                                                                                                                                                                                                                                    BASE
                                                                                                           FROM THE OFFICE OF:                                           SEAL   NAME OF PROJECT:                                                                                                         APPROVED AS PER PLAN:                                                 SHEET CONTENTS:                                                  SHEET NUMBER
                                                      NO PORTION OF THIS SET OF PLAN SHOULD BE
C:\Users\user\Documents\calimbas plan\logo copy.bmp
                                                      COPIED EITHER MANUALY OR ELECTRONICALLY                                                                                                                                                                                                                               SLSU ALUMNI
                                                      WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.                          LUMEN ANGELO M. EWAY
                                                                                                                                   CIVIL ENGINEER                                                                                                                                                                             OWNER
                                                                                                        PRC No.: 0141441    Date Reg.               T I N No.                    LOCATION: BRGY. SAN ROQUE,SOGOD, SOUTHERN LEYTE                                                                        LOCATION: BRGY. SAN ROQUE,SOGOD, SOUTHERN LEYTE
                                                                                                        PTR No.5117019      Date: 06-30-2016        Place: MAASIN CITY