3.45                        4.00                4.00           4.00            4.00                       4.00                    4.00                      4.00                      4.00                    4.
00
                                                                                                                 1.33      1.33    1.34                                                                                        1.34   1.33       1.33
                                                                                                                                                                             C
                                                                                                                                                                             S
                                                                                                                   W        W       W
                                                                                                                   2        2       2
                                            1.40
                                                                                                                                                                                                                                                                                                                               1.40
                                                                                                                  D          D                                                                                                     EXISTING CR
                                                                                                                  1                  D
                                                                                                                             1
                                            1.60
                                                                                                                                                                                                                                                                                                                               1.60
                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                               1.50
                                            1.50
                                            5.50
                                                                                                                                                                                                                                                                                                                               5.50
                                                                                                                                                                                                                                                                                                                               5.00
                                                                    W
                                                                    3
                                                                                                                                                                                                                                                                                                                               5.00
                                    35.20
                                                                    W
                                                                    3
                                                    L
                                                    S
                                                                                             15.00
                                                                                                                                                 RUBBERIZED PAINTED AREA
                                            23.80
                                                                                                                                                                                                                                                                                                                               5.00
                                                                    W
                                                                    3
                                                                                                                                                                                                                                                                                                                               5.00
                                                                    W
                                                                    3
                                                                                                                                                                    28.50
                                                                                                                                                      UP                                UP
                                                                                                                                                                                                                                                                                                                               3.95
                                                                    4                                                                                              OPEN
                                                                                                                                                                  BELOW
                                                                                                                             EXISTING                                                                                                   EXISTING
                                                                                                                            BLEACHER                                                                                                   BLEACHER
                                                                                                                                                                                                                                                                                   EMERGENCY
                                            1.40
                                                                                                                                                                                                                                                                                                                                                             1.15
                                                                                                       W                    W             W                          W                                       W                          W                         W                   EXIT
                                                                                                       2                    2             2                          1                                       2                          2                         2
                                                                                                                                                                                                                                                                                                                                                        0.20
                                                                                                                                                                                                                                                                                                                                                    1.15
                                                                           3.40                                            12.00                   2.00              4.00                    2.00                                     12.00                                              4.00                            6.20
                                                                                                                                                                  FLOOR PLAN
                                                                                                                                                                  SCALE      1:125     MTS
                                                    PROJECT NAME AND LOCATION:                                SHEET CONTENTS:                       DRAFTED AND PREPARED :                          REVIEWED:                                 SUBMITTED:                                RECOMMENDED:                                  APPROVED:                       SET NO:        SHEET NO:
                                                                           CY.2023 PROJECT
          REPUBLIC OF THE PHILIPPINES                           DETAILED ENGINEERING DESIGN PLAN FOR
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS                     REPAIR/ REHABILITATION OF
                 REGION - XIII                          MULTI- PURPOSE BUILDING (MUNICIPAL                    FLOOR PLAN
                                                                                                                                                                                                                                                                                                                                                                             A            2
          SURIGAODELNORTE                                  GYMNASIUM),BRGY SAN PEDRO
                                                             SISON,SURIGAO DEL NORTE                                                                MICHAEL ANGELO D. GORGONIO                              RAUL L. PRECIADOS                            ROMMEL A. PIAPE                    DOHJIE B. MORALES, MPA                       MARCELINO M. OPERARIO
   2NDDISTRICTENGINEERINGOFFICE                                                                                                                                                                                                                                                                                                                                          2       8        12
                                                          LOCATION: BRGY.SAN PEDRO,SISON, SURIGAO DEL NORTE                                                       ENGINEERING AIDE                                  ARCHITECT II                   CHIEF, PLANNING AND DESIGN SECTION       OIC- ASSISTANT DISTRICT ENGINEER                      DISTRICT ENGINEER
                 SURIGAO CITY                       SOURCE OF FUND: GAA 2023
                                                    APPROPRIATION: P                                                                                 DATE:                                          DATE:                                        DATE:                                  DATE:                                          DATE: