Jayson. J Pagal: Engr. Felemuel D. Bullos JR
Jayson. J Pagal: Engr. Felemuel D. Bullos JR
DPWH
                                                                                                                                                                                                                OFFICE OF THE BUILDING OFFICIAL
PROVINCE OF ILOILO
THIS SITE
SE I
I E E
                              10.00                                                                                                                                                                                          HITE T
           2.00                       8.00
                                                                                                                                    1                                    3
                                                                                                                                                        2
                                                                                                                                                                              NOR
                                                                                                                                                                                    TH
ST T
                                                                                                                                             OT                      4
                                                              12.50
                                                                                                                                                   15
15.00
15.00
S IT
                                                                                                                                    5                                    4
                                                              2.50
E E T I
                                                                                                                                              RO            OT 5
           2.00        4.00                   4.00
10.00
                  T              O           NT           N
                                                     11
                                                                                                                                              OT                 N
                                                                                                                                                            11                                                               E H           I
        PREPARED BY:                                                          PROJECT TITLE:                             APPROVED BY:                                        DATE BEGUN:      1/03/22   SHEET CONTENT:            SHEET NO.
                                                                                                                                                                             DATE DUE:        1/10/22                             1
           JAYSON. J PAGAL                                                    PROPOSED TWO STOREY RESIDENTIAL BUILDING   ENGR. FELEMUEL D. BULLOS Jr.                        CHECKED BY:                AS SHOWN ABOVE                  8
                          BSCE 4-EC1                                          LOCATION: BRGY DOROG, LEON, ILOILO          INSTRUCTOR / CE 442-QUANTITY SURVEYING             RATING:                                              ARCHITECTURAL
                                                                                                                                                                                                                                                                                                                                                                                                            REPUBLIC OF THE PHILIPPINES
                                                                                                                                                                                                                                                                                                                                                                                                                       DPWH
                                                                                                                                                                                                                                                                                                                                                                                                          OFFICE OF THE BUILDING OFFICIAL
A' A B C C B A A' 1 2 3 4 5 5 4 3 2 1
     1.40
              0.85
              3.20                                                                                                                                                                                                                                                                                                                                                                                             PROVINCE OF ILOILO
                                                                                                         8.40
      7.00
                                                                                                                                                                                                                                                                                                                                                                                                                  ARCHITECTURAL
              3.20
              0.60
                                                                                                                                                                                    A'          A                     B                                   C                                                               A'          A                           B                          C
                      A'          A                          B                                     C
                                                    10.00                                                                                                                                                     10.00                                                                                                                                       10.00
                           2.00              4.00                             4.00                                                                                                       2.00          4.00                       4.00                                                                                         2.00                4.00                      4.00
                                           3.50             0.50   1.00              3.00
                                                                                                                                                                                                                                         3.00
                                                                           1.20             1.80                                                                                                                                                2.00
             2.00
2.00
                                                                                                                                                                                                                                                                                                                  2.00
5                                                                                                                                        5                5                                                                                                                                   5       5                                                                                                              5
                                                                                                       2.50
             3.00
3.00
3.00
3.00
3.00
3.00
3.00
                                                                                                                                                                                                                                                                                                                                                                                                   3.00
                                                                                                       0.50
4                                                                                                                                        4                4                                                                                                                                   4       4                                                                                                              4
                                                                                                                       1.50
                                                                                                                                                                                                                                                                1.50
                                                                                                                                                                             2.00
             4.00
4.00
4.00
4.00
4.00
                                                                                                                                                                                                                                                                                                                                                                                                   4.00
    15.00
15.00
                                                                                                                                                                                                                                                                                                          15.00
                                                                                                                                                                             1.40
                                                                                                                                                                             0.60
3                                                                                                                                        3                3                                                                                                                                   3       3                                                                                                              3
                                                                            LIVING
             2.50
2.50
2.50
2.50
                                                                                                                                                                                                                                                                                                                                                                                                   2.50
2                                                                                                                                        2                2                                                                                                                                   2       2                                                                                                              2
                                                                                                                              0.50
0.50
0.50
                                                                                                                                                                                                                                                                                                                                                                                                      0.50
                                                                                                                                                                      6.00
                                                                                                                                                                                                                                                                                                                  6.00
                                                                   PORCH
                                                                                                                1.50
1.50
1.50
                                                                                                                                                                                                                                                                                                                                                                                                   1.50
1                                                                                                                                        1                1                                                                                                                                   1       1                                                                                                              1
             1.50
1.50
1.50
1.50
                                                                                                                                                                                                                                                                                                                                                                                                   1.50
                                                                                                                                                                                         2.00          4.00               2.00                  2.00                                                                           2.00                4.00               2.00          2.00
10.00 10.00
                           2.00
                                                    10.00
       PREPARED BY:                                                                                                                  PROJECT TITLE:                                                                           APPROVED BY:                                                                               DATE BEGUN:                      1/03/22                          SHEET CONTENT:                 SHEET NO.
                                                                                                                                                                                                                                                                                                                         DATE DUE:                        1/10/22                                                         2
                     JAYSON. J PAGAL                                                                                                 PROPOSED TWO STOREY RESIDENTIAL BUILDING                                                 ENGR. FELEMUEL D. BULLOS Jr.                                                               CHECKED BY:                                                         AS SHOWN ABOVE                     8
                                      BSCE 4-EC1                                                                                     LOCATION: BRGY DOROG, LEON, ILOILO                                                          INSTRUCTOR / CE 442-QUANTITY SURVEYING                                                  RATING:                                                                                          ARCHITECTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REPUBLIC OF THE PHILIPPINES
SCHEDULE OF DOORS                                                                                                                                                                                                                                                                                                                                                                                                                                                             DPWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OFFICE OF THE BUILDING OFFICIAL
SCALE:                                               1:50m
                                                                                     1.80
                        1.00                 1.00                                                                            0.90                                  0.80                                   0.70                                     0.70                                      0.80                                                              2.60                                                        2.60
                                                                       0.30           1.00      0.30
                                                                                                                                                                                                                                                                                                                                                 0.65   0.65          0.65      0.65                      0.65      0.65          0.65    0.65
PROVINCE OF ILOILO
2.10
                                                                                                                                                                                                                                                                                                                                                                                                   2.10
       2.10
2.10
2.10
2.10
2.10
2.10
                                                                                                                                                                                                                                                                                  2.10
                     D1 - FRENCH DOOR                                     D2 - FRENCH DOOR                           D3 - PANEL DOOR                       D4 - PANEL DOOR                            D5 - PANEL DOOR                          D6 - PVC DOOR                             D7 - FLUSH DOOR
                                                                          W/ FIXED GLASS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ARCHITECTURAL
SCHEDULE OF WINDOWS
SCALE:                                               1:50m
                                      2.40                                           0.60    0.60                     0.60      0.60    0.60                0.60          0.60   0.60   0.60                       0.60   0.60   0.60                                      0.40
                        0.60   0.60           0.60   0.60                                                                                                                                                                                                                                                                  0.60
                                                                                                                                                                                                                                                                                                                    0.60
              1.10
1.10
1.10
1.50
1.50
1.50
                                                                                                                                                                                                                                                                                                             2.10
                                                                                                                                                                                                                                                                                                                    1.50
              1.00
1.00
1.00
0.60
0.60
                                                                                                                                                                                                                                                                   0.60
                         W1 - SLIDING WINDOW                           W2 - SLIDING WINDOW                      W3 - SLIDING WINDOW                         W4 - SLIDING WINDOW                                 W5 - SLIDING WINDOW                       W6 - AWNING WINDOW                               W7 - AWNING WINDOW
2.80 2.80
                                                                                                                                                                                                                                                                                                                                                                                                                    1.75                                 1.05
                                                                                                                                                                                                                                                      1.75                                          1.05
                                                                                                                                                                                                                                                                                                                            1.10
                                                                                                                                                                                                                  1.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.80
                                      1.50                                    3.00                                                      2.15
                                                                                                       1.55
0.45
2.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.20
0.55
                                                                                                                                                                                                                                                                                                                                                                                            0.26
0.40
                                                                                                                                                                                                                                                                                                                            1.75
                                                                    TERRACE RAILINGS
                                                                    SCALE:                               1:50m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.40
                                                                                                                                                                                                                                                                                                                                                                             0.20
                                                                                                                                                                                                                                                          (Ground floor plan)
                      PREPARED BY:                                                                                                     PROJECT TITLE:                                                                                                     APPROVED BY:                                                                                                                 DATE BEGUN:                         1/03/22                       SHEET CONTENT:                SHEET NO.
                                                                                                                                                                                                                                                                                                                                                                                       DATE DUE:                           1/10/22                                                     3
                               JAYSON. J PAGAL                                                                                         PROPOSED TWO STOREY RESIDENTIAL BUILDING                                                                     ENGR. FELEMUEL D. BULLOS Jr.                                                                                                       CHECKED BY:                                                        AS SHOWN ABOVE                     8
                                                        BSCE 4-EC1                                                                     LOCATION: BRGY DOROG, LEON, ILOILO                                                                                 INSTRUCTOR / CE 442-QUANTITY SURVEYING                                                                                       RATING:                                                                                          ARCHITECTURAL
                                                                                                                                                                                                                                                                                          REPUBLIC OF THE PHILIPPINES
                                                                                                                                                                                                                                                                                                     DPWH
                                                                                                                                                                                                                                                                                        OFFICE OF THE BUILDING OFFICIAL
                                                                                                                                                                                                      10mmØ VERT.REINF.BARS
                                                                                                                                                                                                      @ 400mm o.c w/ 9mmØ HOR.TEMP.
                                                                                                                                                                                                      @ EVERY THREE LAYERS OF CHB WALL
                                                                                                                                                                                                             FIN.GRD.LN.
                                                                                                                                                                                                             CONCRETE SLAB
                                                                                                                                                                              NAT.GRD.LN.
                                                                                                                                                                                                                                                                                             PROVINCE OF ILOILO
                                                                                                                                                                                                                   100mm thk. CHB
                                                                                                                                                                     0.60
                                                                                                                                                                                                                   WALL FOUNDATION
                                                                                                                                                                     0.20
                                                                                                                                                                                                                  SECTION
                                                                                                                                                                                               0.40
                                                                                                                                                                                                                                                                                                ARCHITECTURAL
                                                        FENCE ELEVATION
                                                        SCALE:                 1:25m
                                                                                                                                                                                                                                        NAT.GRD.LN.
                                                                        0.55
       0.05
0.37
                                                                                                                                                                                     0.60
                                                                                                                                                                                                                                               5-12MMØ MATT BARS.
                                                                                                                                                                                                                                               BOTHWAYS
       1.50
1.60
TOP OF FOOTING
                                                                                                                                                                                     0.20
                                                                                                                                                                                                                               0.60
                                                                                                                                                                                                      0.60
                                                                                                                                                                                                                                                4-12mmØ VERT. BARS.
                                                                                                                                                                                                                                                W/ 100mmØ TIES
0.60
                     PREPARED BY:                                PROJECT TITLE:                                             APPROVED BY:                                                    DATE BEGUN: 1/03/22                                                                 SHEET CONTENT:          SHEET NO.
                                                                                                                                                                                            DATE DUE:   1/10/22                                                                                         4
                        JAYSON. J PAGAL                          PROPOSED TWO STOREY RESIDENTIAL BUILDING                  ENGR. FELEMUEL D. BULLOS Jr.                                 CHECKED BY:                                                                              AS SHOWN ABOVE               8
                                    BSCE 4-EC1                   LOCATION: BRGY DOROG, LEON, ILOILO                         INSTRUCTOR / CE 442-QUANTITY SURVEYING                          RATING:                                                                                                     ARCHITECTURAL
                                                                                                                                                                                                                                                                                                                                                                                REPUBLIC OF THE PHILIPPINES
                                                                                                                                                                                                                                                                                                                                                                                           DPWH
                                                                                                                                                                                                                                                                                                                                                                              OFFICE OF THE BUILDING OFFICIAL
PLAN
PROVINCE OF ILOILO
BEAM ELEVATION
    S 2                SCALE                                                                                       NTS
                         0.20                                                      0.20
STRUCTURAL
                                                                  0.40
     0.40
                                                                                                                                                                                                                                                                                                                                                                             0.40
                                A'            A                                   B                                             C                                                   SECTION
                                                                                                                                                                                                                                                                                                                                                                               0.25
5                                                                                                                                                                                        5                                                       B1                        B1
                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                    2.50
                                                                                                                          FTB
                3.00
3.00
3.00
WF WF
3.00
                                                                                                                                                                                                                                                                                                                 3.00
                                            FTB                                                                                                                                                                                  G1                            G2                       G1
                                                   F1/C1                                                           F1/C1                                                                                                                                                                                                                                                                  C2 DETAIL
                                                                                                             WF                                                                                                                                                                                                                                                                           SCALE          1:10m
                                                                                                                                    0.50
4                                                                                  WF                                                                       4                            4
                                                                                                                                                                                                                                                B2                         B2
                                                                                                                                                                                                                                                                                                                          4
                                                                                                      WF
                                                                                                                                                                                                                                                                                                   1.65
                                                                                                                                                                                                                                                                                        B3
                                            FTB                                                                                 FTB
                4.00
4.00
G1
4.00
                                                                                                                                                                                                                                                                                                                 4.00
                                                                                                                WF                                                                                                                                             G2
        15.00
G1 G1
11.52
2.35
                                                                                                                                                                                                                                                                                                                                   D
                                F2/C2              F1/C1                                F1/C1                          F1/C1
                                                                                                                                                                                                                                                B2                         B2
3                                                           FTB
                                                                                                                                                            3                            3                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                FTB                                                                                                                            G2
                                                                                 FTB                                                                                                                                             CB1
                                                                                                                                                  2.50
FTB G1 G1
2.50
                                                                                                                                                                                                                                                                                                                 2.50
                                F2/C2                                                     F1/C1                        F1/C1
                                                                                                                                                                                                                            B1                  B2                         B2
                                                                                                                                                                                                      4.50
2                                                                                                       FTB                                                 2                            2                                                                                                                                2
                                                                                                                                                  0.50
                6.00
                                                                                                                                                                                                                                                                                                                                                                                         0.10
                          FTB                                                                                                                                                                                2.01   G1                                         G2               G1
                                                                                                                                                                                                                                                                                                                 2.00
                                                                                        FTB                        FTB
                                                                                                                                                  1.50
                                F2/C2
                                                                                                                                                                                                                                                                                                                                                      SEE
1                                                                                                                                                           1                            1
                                                                                                                                                                                                                                            B1                      B1
                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                      COL.
                                                                                                                                                                                                                                                                                                                                                      DTL.
                                                                                                                                                                                                                                                                                                                                                                              0.30
                                                    FTB                                          FTB
                                                                                                             F2/C2
                                                                                                                                                  1.50
F2/C2
A' A B C A' A B C
            PREPARED BY:                                                                                                                                 PROJECT TITLE:                                                                         APPROVED BY:                                                                  DATE BEGUN:               1/03/22      SHEET CONTENT:                     SHEET NO.
                                                                                                                                                                                                                                                                                                                              DATE DUE:                 1/10/22                                         5
                        JAYSON. J PAGAL                                                                                                                  PROPOSED TWO STOREY RESIDENTIAL BUILDING                                          ENGR. FELEMUEL D. BULLOS Jr.                                                       CHECKED BY:                             AS SHOWN ABOVE                          8
                                                   BSCE 4-EC1                                                                                            LOCATION: BRGY DOROG, LEON, ILOILO                                                     INSTRUCTOR / CE 442-QUANTITY SURVEYING                                        RATING:                                                                     STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                                      REPUBLIC OF THE PHILIPPINES
                                                                                                                                                                                                                                                                                                                                                                                                                                                 DPWH
                                                                                                                                                                                                                                                                                                                                                                                                                                    OFFICE OF THE BUILDING OFFICIAL
                                                                                                                                                                                                                                                                                                                                                   1.00              1.00                1.00              1.00
                                                                                                                                                                                                                                                                                       4-Ø12x300mm
                                                                                                                                                                                                                                                                                       LONG ANCHOR BOLTS (A325)
                                                0.10
    0.55
                                                                                                                                                                                                                                                                                        12mm x 0.30m x 0.30m BASE
                                                                                                                                                                                                                                                                                                                              1.20
                                                                                                                                                                                                                                                                                        PLATE
                                                                                                                                                                                                                                                                                       30mm THK (MIN) NON
                                                                                                                                                                                                                                                                                       SHRINK SELF-LEVELING STRUCT'L. GROUT
                                                                                                                         A                                                                                     C                                                                       COLUMN OR BEAM
    0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                          PROVINCE OF ILOILO
                                                                                                                                                                                                                                                                                                                                                                    SIDE GIRT-1 DETAIL
    0.15
SCALE 1:50m
                                                                                                                                                                                                                         0.20
    0.15
CONNECTION DETAIL
                                                                                                                                                                                                                            1.20
                                 0.20    0.40
                                                                                                  0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                               STRUCTURAL
                                                A'
                                                                                                                                                                                                                                                                                                                                            0.30
                                                                                                                                                          8.00                                                                                                                                                                                                       SIDE GIRT-2 DETAIL
                                                                                                                                                                                                                                                                                                                                                                     SCALE                             1:50m
                   BLOW -UP DETAIL
                                                                                                                                                     RAFTER 1 DETAIL
                                                                                                                                                     SCALE:                                1:50m                                                             FACIA FRAME DETAIL
                                                                                                                                                                                                                                                             SCALE            1: 25M
                                                                                                                                                                                                                                                                                                                                                          0.60      0.60        0.60       0.60         0.60      0.60
                                                                                                                                                                                                                                                                                                                                     0.69
                                 A'             A                         B                                          C                                                                         A'          A                       B                         C
                                                                                                                                                                                                                                                                                                                                                                         CENTER GIRT DETAIL
                                                                                                                                                                                                                                                                                                                                                                            SCALE                         1:50m
                                                                  10.00                                                                                                                                               10.00
                                        2.00               4.00                                 4.00                                                                                                2.00       4.00                            4.00
3.00
RB RB
3.00
                                                                                                                                                                                                                                                                       3.00
                                                                          RB
4                                                                                                                                        4                       4                                                                                                                 4
                                                                                                                                                                                                                                                                                                                                                                                                                            12mmØ BENT BARS @ 0.25M OC.
                                                                                                                                                                                                                                                                                                                                                                                                                            (@ MIDSPAN)
                                                  RB                                                            RB
                   4.00
4.00
4.00
                                                                                                                                                                                                                                                                       4.00
           11.52
RB 11.52
3                                                                                                                                        3                       3                                                                                                                 3
                          2.50
2.50
                                                  RB                                                            RB
                                                                                                                                                                                    2.50
                                                                                                                                                                                                                                                                       2.50
                                                                          RB
                   4.50
4.50
2                                                                                                                                        2                       2                                                                                                                 2
                                                                               RB          RB
                          2.01
2.00
2.01
                                                                                                                                                                                                                                                                       2.00
                                                                                    RB
1                                                                                                                                        1                       1                                                                                                                 1                                                   PLAN
                                                                                                                                                                                                                                                                                                                                                                   "A"
SECTION AT "A"
                                 A'             A                         B                                          C                                                                         A'          A                       B                         C
                                                                                                                                                                                                                                                                                                                                                                                   SLAB DETAIL
                   PREPARED BY:                                                                                                     PROJECT TITLE:                                                                                     APPROVED BY:                                                                                                DATE BEGUN:                                     1/03/22               SHEET CONTENT:             SHEET NO.
                                                                                                                                                                                                                                                                                                                                                   DATE DUE:                                       1/10/22                                          6
                                 JAYSON. J PAGAL                                                                                    PROPOSED TWO STOREY RESIDENTIAL BUILDING                                                       ENGR. FELEMUEL D. BULLOS Jr.                                                                                    CHECKED BY:                                                            AS SHOWN ABOVE                  8
                                                       BSCE 4-EC1                                                                   LOCATION: BRGY DOROG, LEON, ILOILO                                                                 INSTRUCTOR / CE 442-QUANTITY SURVEYING                                                                      RATING:                                                                                            STRUCTURAL
                                                                                                                                                                                               2.75                           1.00               1.00               REPUBLIC OF THE PHILIPPINES
                                                                                                                                                                                                                                                                               DPWH
                                                                                                                                                                                                                                                                  OFFICE OF THE BUILDING OFFICIAL
                                                                                                                                                              1.40
                                                                                                                   SOIL, WASTE PIPE OR LEADER (BELOW GRADE)
                                                                                                                                                                                                                                                                          PROVINCE OF ILOILO
                                                                                                                                  VENT LINE
ELBOW 45°
ELBOW-TURNED DOWN
ELBOW- TURNED UP
                                                                                                                                                                                                                                                 OUTLET
                                                                                                   WC                           WATER CLOSET
LAV LAVATORY
                                                                                                                                                                                 SLOPE 2%             SLOPE 2%
                                                                                                    SV                   SEPTIC VAULT OR SEPTIC TANK
CO CLEAN OUT
VTR VENT-THRU-ROOF
                                                                                                    HB                            HOSE BIBB
                                                                                                                                                                                                      SEPTIC VAULT DETAIL
                                                                 PROPERTY LINE
                                                                                                                                                                                                                                                                   OUTLET
                                                                                                                                                                                                                                                INLET
                                                                                                                                                                                                                                              SECTION
                                            FIREWALL
FIREWALL
INLET OUTLET
                                                                                                                                                                                                       LL
                                                                                                                                                                                                         WA     E
                                                                                                                                                                                                            FIR
PLAN
                                                                                                                                                                                                        ISOMETRIC LAYOUT
                    GF PLUMBING LAYOUT                                           SF PLUMBING LAYOUT                                                                                                     SCALE:                       1:100m
                    SCALE:         1:100m                                        SCALE:         1:100m
     PREPARED BY:                                           PROJECT TITLE:                                                             APPROVED BY:                                                                 DATE BEGUN:      1/03/22              SHEET CONTENT:            SHEET NO.
                                                                                                                                                                                                                    DATE DUE:        1/10/22                                        7
        JAYSON. J PAGAL                                      PROPOSED TWO STOREY RESIDENTIAL BUILDING                                 ENGR. FELEMUEL D. BULLOS Jr.                                                  CHECKED BY:                            AS SHOWN ABOVE                 8
                    BSCE 4-EC1                              LOCATION: BRGY DOROG, LEON, ILOILO                                          INSTRUCTOR / CE 442-QUANTITY SURVEYING                                      RATING:                                                            PLUMBING
                                                                                                                                                                                                                                                                                                                             REPUBLIC OF THE PHILIPPINES
                                                                                                                                                                                                                                                                                                                                        DPWH
                                                                                                                                                                                                                                                                                                                           OFFICE OF THE BUILDING OFFICIAL
SPECIFICATIONS:                                                                                                        LEGENDS:
                                                                                                                                                                                         DESIGN ANALYSIS:
                                                                                                                                                       18w PINLIGHT BULB
                                                                                                                                                      CONVENIENCE OUTLET
                                                                                                                                                                                                                                                                                                                                    PROVINCE OF ILOILO
SERVICE ENTRANCE
CIRCUIT HOMERUN
KILOWATT METER
CIRCUIT BREAKER
S2 S3
                                                                                                                                      S2
                              S1                                                                                                      S2    S3    S2                                                                                                                                          230V, 1Ø, 60Hz, WIRE
                                                                                                                                                  S2
                                                                                                                                                                                                                 DRYWALL
                         S2
                         S2
                                                                                                                                                                                                                                                                                                                                    1-2.0THHN CU. WIRE
           S2                                            S2
                                                                                                                                                              S1
                                                                                                                                                                   CR
                                                          S2 S2                                                                       S3
                                                                                                                                                                                                                           UP
                                                S3W S1
                                                                                                                                                                                                                                                                                                          100AT,2P, MCCB
                                                                                                                        S2
                                                                                                                                    D4
FIREWALL
                                                                                                                                                                                                                                                               FIREWALL
                                                                                                                                                                                                                                                                                                                   15AT     15AT
                                                                                                                                    S3      S2
           S2                      S3 S3                                                                                            S3 S2
                                                                                                                                                                                                                                                                                                 LIGHTING LOAD                        LIGHTING LOAD
                                           S1
                                           S3                                                                                                                           S3W                                                                                                              C1                                                            C2
                                                                                                                                                                         S3
                                                                                                                                                                         S3
                                                                                                                                                                         S3                                                                                                                                        15AT     15AT
                                                                                                                                                                                                                                                                                                 LIGHTING LOAD                        LIGHTING LOAD
                                                                                                                                                                                                                                                                                         C3                                                            C4
                                                                                                                                                                              FIREWALL
                                                                                 FIREWALL
                                                                                                                                                                                                                                                                                                                   15AT      30AT
                                                                                                                        SD1
                                                                                                                               S3
                                                                                                                                                                                                                                                                                                 LIGHTING LOAD                         REF. OUTLET
                                                                                                                                                 D2                                                                                                                                      C5                                                            C6
                                   S3                                                                                                                  S3
                                                              S2 S2S3
                                                                                                                                                                   W2                                                                                                                                              30AT      30AT
                                                                                                                                                                                                                                                                                                 RANGE OUTLET                       CONVIENCE OUTLET
                                                                                                                                                                                                                                                                                         C7                                                            C8
                                                                                                                                                                                                                                                                                                                   30AT      30AT
                                                                                                                                                                                                                                                                                                CONVIENCE OUTLET                    CONVIENCE OUTLET
                                                                                                                                                                                                                                                                                         C9                                                            C10
                                                                                                                                                                                                                                                                                                                   30AT      30AT
                                                                                                                                                                                                            UP                                                                                  CONVIENCE OUTLET                     SPARE
                                                                                                                                                                                                                                                                                         C11                                                           C12
  LIGHTING LAYOUT PLAN                                                                                      LIGHTING LAYOUT PLAN                                                             POWER & AUX. LAYOUT PLAN                      POWER & AUX. LAYOUT PLAN
  SCALE:                                                                1:100m                              SCALE:                                                 1:100m                    SCALE:                             1:100m     SCALE:              1:100m
 PREPARED BY:                                                                                                        PROJECT TITLE:                                                                     APPROVED BY:                                      DATE BEGUN:     1/03/22              SHEET CONTENT:                                           SHEET NO.
                                                                                                                                                                                                                                                          DATE DUE:       1/10/22                                                                       8
     JAYSON. J PAGAL                                                                                                 PROPOSED TWO STOREY RESIDENTIAL BUILDING                                          ENGR. FELEMUEL D. BULLOS Jr.                       CHECKED BY:                              AS SHOWN ABOVE                                             8
                        BSCE 4-EC1                                                                                   LOCATION: BRGY DOROG, LEON, ILOILO                                                     INSTRUCTOR / CE 442-QUANTITY SURVEYING        RATING:                                                                                            ELECTRICAL