THIS SITE REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

OFFICE OF THE BUILDING OFFICIAL
TABLE OF CONTENTS
CE1 PERSPECTIVE
P5 CALANGCAWAN SUR, SITE DEVELOPMENT PLAN
VICINITY MAP
CITY/DISTRICT/MUNICIPALITY
VINZONS, CAMARINES NORTE GROUND FLOOR PLAN
CE2
SECOND FLOOR PLAN
THIRD FLOOR PLAN
ROOF PLAN
CROSS SECTION A-A
LONGITUDINAL SECTION B-B

ELEVATIONS
CE3 CEILING PLAN

LAND USE & ZONING

FOUNDATION PLAN
S1 FOOTING SCHEDULE
COLUMN SCHEDULE

GRADE BEAM PLAN

S2 GROUND FLOOR SLAB
GRADE BEAM SCHEDULE
GROUND FLOOR SLAB SCHEDULE

SECOND FLOOR FRAMING PLAN

LINE AND GRADE S3 SECOND FLOOR SLAB
SECOND FLOOR BEAM SCHEDULE
SECOND FLOOR SLAB SCHEDULE

THIRD FLOOR FRAMING PLAN

S4 THIRD FLOOR SLAB
THIRD FLOOR BEAM SCHEDULE
THIRD FLOOR SLAB SCHEDULE

THIRD FLOOR ROOF FRAMING PLAN

S5 THIRD FLOOR ROOF SLAB
THIRD FLOOR BEAM SCHEDULE
ARCHITECTURAL THIRD FLOOR ROOF SLAB SCHEDULE
ISOLATED FOOTING DETAIL
COMBINED FOOTING DETAIL

GENERAL NOTES
P1 LEGEND AND SYMBOLS
GROUND FLOOR SANITARY LAYOUT
CE1 PERSPECTIVE CE1 VICINITY MAP GROUND FLOOR WATERLINE LAYOUT
SECOND FLOOR SANITARY LAYOUT
SCALE NTS SECOND FLOOR WATERLINE LAYOUT
1 SCALE NTS 2 SEPTIC TANK DETAILS
CATCH BASIN DETAILS

STRUCTURAL GROUND FLOOR LIGHTING LAYOUT

E1 GROUND FLOOR POWER LAYOUT
SECOND FLOOR LIGHTING LAYOUT
8.17 m SECOND FLOOR POWER LAYOUT
GENERAL NOTES
SCHEDULE OF LOADS AND
COMPUTATION
1.50 m

SERVICE ENTRANCE DETAIL

SINGLE LINE DIAGRAM

4.42 m
SANITARY
6.70 m

4.42 m

ELECTRICAL
14.75 m

CERTIFICATION:

I HEREBY CERTIFY, AS DULY LICENSED

6.55 m

MECHANICAL / FIRE PROTECTION

GEODETIC ENGINEER THAT THE _____________
5.91 m

__________________________________________
LOCATED AT ______________________________

GEODETIC ENGINEER

PRC NO.:
CE1 SITE DEVELOPMENT PLAN PTR NO.:
ISSUED ON:
3 SCALE NTS ISSUED AT:
TIN:

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: PERSPECTIVE
SITE DEVELOPMENT PLAN CE1
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: VICINITY MAP

PRC REG. NO. :

APPROVED BY:
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 E E

A B C D F G A B C D F G E F G
A A A
8.00 m 8.00 m 8.00 m

1.50 m
2.67 m 5.33 m 2.25 m 1.70 m 4.05 m 4.85 m 3.15 m

DIRTY KITCHEN
W3 W4 W2
600 600 1000

7 7 7
1.65 m
D3 D4
CLOSET

2.30 m
D4 800 700
T&B 700
T&B

3.35 m
3.65 m

6 6

4.25 m
KITCHEN MASTER'S 6

4.25 m
STORAGE
B B B BEDROOM B W5 W6

SHELF
OFFICE
W2
1000 B 1200 1950
B

2.15 m
T&B

6.70 m
3.90 m

SHELF
5 5 D3
5
800

D4

10.00 m
UP

3.65 m
DOWN
3.21 m

D2
DINING AREA LANAI
700

2.53 m
2.33 m
1800

2.70 m
HALLWAY

12.48 m
12.48 m

D3
800 UP
D3 D3
800 800
4 4 4

1.72 m

1.80 m
SHELF
1.37 m

W2 W2
1000 1000

3.23 m
3.15 m

D2

3.00 m

3.05 m
1800
LIVING AREA BEDROOM 1
3 3 D2
3 ROOF DECK
GARAGE 1800
6.28 m

2 2 2

3.98 m
D1
1500 BALCONY

1.50 m
2.48 m
2.48 m
2.48 m

1 D5
1 1
3930
4.23 m 4.77 m 3.77 m 5.23 m
4.23 m 4.77 m
9.00 m 9.00 m 9.00 m

A A A

CE2 GROUND FLOOR PLAN CE2 SECOND FLOOR PLAN CE2 THIRD FLOOR PLAN
1 SCALE 1:100 MTS SCALE 1:100 MTS SCALE 1:100 MTS
2 3

E 1 2 4 5 6 7 B C D F G
A B C D F G 12.18 m 8.00 m

2.48 m 3.00 m 3.35 m 3.35 m 3.15 m 4.85 m

8.17 m
TOP OF THE ROOF TOP OF THE ROOF
2.68 m 5.49 m
CEILING LINE CEILING LINE

2.95 m
2.95 m

2.40 m
2.40 m

ROOF SLAB
6 100 mm THICKNESS THIRD FLOOR FINISH THIRD FLOOR FINISH
ROOF DECK STORAGE ROOF DECK STORAGE
FLOOR LINE FLOOR LINE
CEILING LINE CEILING LINE
6.70 m

7.37 m

2.85 m
2.85 m
10.00 m

2.40 m
2.40 m

BALCONY MASTER'S
SHELF
MASTER'S BEDROOM
SECOND FLOOR CLOSET SECOND FLOOR
BEDROOM 1 HALLWAY BEDROOM FINISH FLOOR LINE T &B
FINISH FLOOR LINE
4 CEILING LINE CEILING LINE
1.80 m

2.83 m

3.40 m
3.40 m

3.00m
3.00m

2 LIVING AREA DINING AREA KITCHEN

SHELF DINING AREA
OFFICE LANAI
GROUND FLOOR
1.50 m

GROUND FLOOR
FINISH FLOOR LINE FINISH FLOOR LINE

NGL NGL
1
0.60 m

CE2 ROOFING PLAN CE2 LONGITUDINAL SECTION A-A CE2 CROSS SECTION B-B
SCALE 1:100 MTS SCALE 1:70 MTS SCALE 1:70 MTS
4 5 6

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: GROUND FLOOR PLAN
SECOND FLOOR PLAN CE2
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: THIRD FLOOR PLAN
ROOFING PLAN
PRC REG. NO. : LONGITUDINAL SECTION
APPROVED BY: CROSS SECTION
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 HARDIEFLEX BOARD ON E
2x6 INCHES GI TUBULAR
METAL FURRING SPACED AT
400mm A B C D F G
POWDER COATED
ALUMINUM SLIDING DOOR
A B C D F G 1 2 4 5 6 7
3 PANELS CEILING ELEVATION 1000 1620 1050 2670 2660
9.17 m 10.20 m 3 METERS FROM
WOOD PANEL DOOR FINISH FLOOR LINE
3.68 m 5.49 m 3.05 m 7.15 m
POWDER COATED ALUMINUM
SLIDING WINDOW 7
TOP OF THE ROOF

1420
CEILING LINE
POWDER COATED
ALUMINUM
6

2.95 m
2.95 m
AWNING WINDOWS

1930
2.45 m
2.45 m
POWDER COATED
ALUMINUM
CONCRETE MOULDING SLIDING WINDOW
THIRD FLOOR FINISH 7.37 m
5
FLOOR LINE
CEILING LINE

3350
2.85 m
2.85 m

2.45 m
2.45 m

30x60 TILES
9.80 m

9.80 m
SECOND FLOOR
FINISH FLOOR LINE 4

1650
CEILING LINE

POWDER COATED 3
3.40 m

3.40 m

1350
ALUMINUM

3.00 m
3.00 m

SLIDING DOOR

2
GROUND FLOOR

2480
FINISH FLOOR LINE
NGL
0.40 m

0.60 m

0.40 m
0.60 m

CE3 FRONT ELEVATION CE3 RIGHT SIDE ELEVATION CE3 GROUND FLOOR CEILING PLAN
SCALE 1:70 MTS SCALE NTS
1 2 SCALE 1:70 MTS 3
HARDIEFLEX BOARD ON E
METAL FURRING SPACED AT
A B C D F G 1 2 4 5 6 7 400mm A B C D F G

9.17 m CEILING ELEVATION

10.20 m 1000 1620 1050 2670 2660
2.45 METERS FROM
5.49 m 5.85 m 2.83 m FINISH FLOOR LINE

TOP OF THE ROOF 7

1420
CEILING LINE

CONCRETE CANOPY POWDER COATED

2.95 m
2.95 m

100 MM THICK ALUMINUM 6

2.45 m
2.45 m

AWNING WINDOW
POWDER COATED

1930
ALUMINUM
THIRD FLOOR FINISH SLIDING WINDOW

FLOOR LINE
CEILING LINE
5
WOOD PANEL DOOR
2.85 m
2.85 m

2.45 m
2.45 m

POWDER COATED
9.80 m
9.80 m

ALUMINUM

3350
AWNING WINDOW
SECOND FLOOR
FINISH FLOOR LINE
CEILING LINE

4
3.40 m
3.40 m

3.00 m
3.00 m

1650
GROUND FLOOR
FINISH FLOOR LINE 3

1350
NGL
0.60 m

0.40 m
0.60 m

0.40 m

CE3 REAR ELEVATION CE3 LEFT SIDE ELEVATION CE3 SECOND FLOOR CEILING PLAN
SCALE 1:70 MTS SCALE NTS
4 5 SCALE 1:70 MTS 6

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: ELEVATIONS
CEILING PLAN CE3
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY:

PRC REG. NO. :

APPROVED BY:
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 HARDIEFLEX BOARD ON
METAL FURRING SPACED AT E
400mm MARK QTY. DIMENSION in mm DESCRIPTION
F G
CEILING ELEVATION
2.45 METERS FROM DOORS
FINISH FLOOR LINE 2670 2660
D1 1 1500x2100 DOUBLE DOOR WOOD PANEL

7 3-PANEL POWDER COATED ALUMINUM

1420 D2 3 1800x2100
SLIDING DOOR
6 D3 5 800x2100 WOOD PANEL DOOR
1930

D4 3 700x2100 WOOD PANEL DOOR

5
WINDOWS
4-PANEL POWDER COATED ALUMINUM
3350

W1 2 2000x1200
SLIDING WINDOW
2-PANEL POWDER COATED ALUMINUM
W2 4 1000x1200
4
SLIDING WINDOW
POWDER COATED ALUMINUM AWNING AND
W3 1 850x600
FIXED WINDOW
POWDER COATED ALUMINUM AWNING
W4 2 600x600
WINDOW
CE4 THIRD FLOOR CEILING PLAN W5 1 1200x1200
2-PANEL POWDER COATED ALUMINUM
1 SCALE NTS SLIDING WINDOW
POWDER COATED ALUMINUM AWNING
W6 1 1950x1200
WINDOWS

CE4 SCHEDULE OF DOORS AND WINDOWS

SCALE NTS
2

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: CEILING PLAN
SCHEDULE OF DOORS AND WINDOWS CE4
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY:

PRC REG. NO. :

APPROVED BY:
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 E E
E
A B C D F G A B C D F G
A B C D F G 1000 1620 1050 2670 2660
1000 1620 1050 2670 2660
1000 1620 1050 2670 2660

B1 B2 B3 7 B1 B2 B3
7
7 B1 B2 B3

1420
C1 C2 C3 C4

B21
1420
C1 C2 C3 C4

B21
1420

C1 C2 C3 C4
B4 B5 B6

B28
B19
6 B4 6

B19
B4

B30
B27
6 C5 C6
B19

FI1 FI3

B30
B27
FI2 C5 C6

1930
1930

B20
C5 C6
1930

B24
B20

B21
5 B5 B6 B7 B8 5
FC3 FC2
5 B5 B6 B7 B8 C8 C7 C9 C10
C8 C7 C21 C9 C10
C8 C7 C21 C9 C10 B7 B8

B25

B27
B18
3350
3350

B18

B29
B24

B26
3350

FI4
B18

B29
B24

B26
FC4 FI5

B9 B10 B11 4 B9 B10 B11

B9 B10 B11 4
4 C11 C12 C13 C14

1650
C13

1650
C11 C12 C14
C13
1650

C11 C12 C14

B17

B23

B26
B25
B23

B28
B17
3 3
B25
B23

B28
B17

1350
FC1

B20
1350
FI7 FI6
1350

B12 B13 B14 2 B12 B13 B14

2
2 B12 B13 B14 C15 C16 C17 C18
C15 C16 C17 C18
C15 C16 C17 C18

B22
B16
2480
2480

B16
2480

B22
B16

B22

FI11 FI8
FI10 FI9

B15 1 B15
1
1 B15 C19 C20
C19 C20
C19 C20

FI13 FI12

S1 FOUNDATION PLAN S1 FOOTING TIE BEAM PLAN S1 SECOND FLOOR FRAMING PLAN
SCALE NTS 3 SCALE NTS
1 SCALE NTS
2

SIZE 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300
8.65M STEEL 4-#20 4-#20 4-#20 4-#20 4-#20 4-#25
TO LINKS #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C
11.6M MATERIAL C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420
SCR ZONE - - - - - -
SIZE 300 X 300 300 X 300 300 X 300 300 X 300 200 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 350 300 X 300 300 X 300 200 X 350
5.8M STEEL 4-#20 4-#20 4-#25 4-#20 4-#16 4-#20 4-#25 4-#32 4-#20 4-#25 4-#25 4-#25 + 2-#20 4-#25 4-#25 4-#16
TO LINKS #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@200 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@200 C/C
8.65M MATERIAL C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420
SCR ZONE - - - - - - - - - - - - - - -
SIZE 300 X 300 300 X 300 300 X 300 300 X 300 200 X 300 150 X 300 300 X 300 300 X 300 300 X 350 300 X 350 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 350 X 350 300 X 300 300 X 300 300 X 300
1.8M STEEL 4-#25 4-#25 4-#32 4-#20 4-#25 4-#16 4-#20 4-#32 4-#25 + 2-#20 6-#20 4-#25 4-#25 4-#20 4-#32 4-#32 4-#25 8-#20 4-#20 4-#25 4-#25
TO LINKS #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@200 C/C #10@150 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C
5.8M MATERIAL C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420
SCR ZONE - - - - - - - - - - - - - - - - - - - -
SIZE 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300 300 X 300
0M STEEL 4-#20 4-#20 4-#20 4-#20 4-#25 4-#25 4-#25 4-#20 4-#25 4-#20 4-#25 4-#25 4-#20 4-#20 4-#20 4-#20 4-#25 4-#20 4-#20 4-#20 4-#25
TO LINKS #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C #10@300 C/C
1.8M MATERIAL C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420 C25:Fy420
SCR ZONE - - - - - - - - - - - - - - - - - - - - -

COLUMN MARKED C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24

S1 COLUMN SCHEDULE
4 SCALE NTS

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: FOUNDATION PLAN
FOOTING TIE BEAM PLAN S1
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: SECOND FLOOR FRAMING PLAN
COLUMN SCHEDULE
PRC REG. NO. :
APPROVED BY:
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 ISOLATED FOOTING SCHEDULE
E E COLUMN/PEDESTAL FOUNDATION REINFORCEMENT PEDESTAL REINFORCEMENT
FOUNDATION COLUMN NO. COVER (m)
MARK Main
A B C D F G A B C D F G l (m) b (m) h (m) L (m) B (m) D (m) AstX(T) AstZ(T) AstX(B) AstZ(B) Reinforcement Stirrups

1000 1620 1050 2670 2660 F1 1 0.300 0.300 0.000 1.250 1.250 0.250 0.075 12 mm @ 155 mm 12 mm @ 155 mm Not Found Not Found

1000 1620 1050 2670 2660 12 mm @ 135 mm 12 mm @ 120 mm Not Found Not Found
F2 3 0.300 0.300 0.000 1.650 1.650 0.300 0.075

F3 4 0.300 0.300 0.000 1.400 1.400 0.250 0.075 12 mm @ 120 mm 12 mm @ 110 mm Not Found Not Found

F4 9 0.300 0.300 0.000 1.300 1.300 0.250 0.075 12 mm @ 225 mm 12 mm @ 225 mm Not Found Not Found
7 B1 B2 B3 7 B1

1420
F5 10 0.300 0.300 0.000 2.050 2.050 0.350 0.075 16 mm @ 185 mm 16 mm @ 170 mm Not Found Not Found
1420

C1 C2 C3 C4 C23 C4
F6 14 0.300 0.300 0.000 2.050 2.050 0.350 0.075 12 mm @ 100 mm 16 mm @ 170 mm Not Found Not Found
6

B22
B14

B18
6 16 mm @ 185 mm 16 mm @ 170 mm Not Found Not Found
F7 13 0.300 0.300 0.000 2.250 2.250 0.400 0.075

B15

1930
C6
1930

F8 17 0.300 0.300 0.000 1.250 1.250 0.250 0.075 12 mm @ 215 mm 12 mm @ 180 mm Not Found Not Found

B4

B5
F9 18 0.300 0.300 0.000 1.400 1.400 0.250 0.075 12 mm @ 135 mm 16 mm @ 245 mm Not Found Not Found

5 B4 B5 5 B2
F10 16 0.300 0.300 0.000 1.650 1.650 0.300 0.075 12 mm @ 145 mm 12 mm @ 135 mm Not Found Not Found
C8 C7 B6 C10 C24 C10
F11 15 0.300 0.300 0.000 1.050 1.050 0.250 0.075 12 mm @ 220 mm 12 mm @ 220 mm Not Found Not Found

3350
B21
B13

B17
3350

B19
F12 20 0.300 0.300 0.000 1.550 1.550 0.250 0.075 12 mm @ 195 mm 12 mm @ 170 mm Not Found Not Found

F13 19 0.300 0.300 0.000 1.500 1.500 0.250 0.075 12 mm @ 220 mm 12 mm @ 190 mm Not Found Not Found

4 B7 B8 B9 4 B3

1350 1650
C11 C12 C13 C14
B12

C13 C14
1650

COMBINED FOOTING SCHEDULE

B16

B20
COLUMN/PEDESTAL FOUNDATION REINFORCEMENT
FOUNDATION
3 B10 3 MARK
COLUMN NO. COVER (m)
l (m) b (m) h (m) L (m) B (m) D (m) AstX(T) AstZ(T) AstX(B) AstZ(B)
1350

C22 11 0.300 0.300 0.000

FC1 2.750 1.750 0.300 0.075 12 @ 175 mm 12 @ 175 mm 12 @ 100 mm 12 @ 175 mm
12 0.300 0.300 0.000
2 B11 2
2 0.300 0.300 0.000
C16 C18 FC2
6 0.300 0.300 0.000
1.700 3.120 0.250 0.075 12 @ 220 mm 12 @ 225 mm 16 @ 155 mm 12 @ 130 mm

2480
2480

5 0.300 0.300 0.000

FC3 2.700 1.650 0.250 0.075 12 @ 210 mm 12 @ 230 mm 12 @ 100 mm 12 @ 195 mm
6 0.300 0.300 0.000

8 0.300 0.300 0.000

1 1 FC4 7 0.300 0.300 0.000 4.780 1.850 0.300 0.075 12 @ 185 mm 12 @ 180 mm 16 @ 140 mm 12 @ 185 mm
21 0.300 0.300 0.000

S2 THIRD FLOOR FRAMING PLAN S2 ROOF FRAMING PLAN S2 FOOTING SCHEDULE

SCALE NTS
1 SCALE NTS 2 SCALE NTS 3

SLAB SCHEDULE (C20 : FY420) (LEVEL : 1.8M) SLAB SCHEDULE (C20 : FY420) (LEVEL : 5.8M)

BOTTOM REINFORCEMENT TOP REINFORCEMENT

BOTTOM REINFORCEMENT TOP REINFORCEMENT

SLAB SLAB ALONG SHORT SPAN ALONG LONG SPAN OVER LONG SUPPORT OVER SHORT SUPPORT REMARKS
SLAB SLAB REMARKS
ALONG SHORT SPAN ALONG LONG SPAN OVER LONG SUPPORT OVER SHORT SUPPORT
MARKED THICKNESS DISTRIBUTION
MARKED THICKNESS DISTRIBUTION
FULL LENGTH CURTAILED FULL LENGTH CURTAILED CONTINUOUS END CONTINUOUS END

FULL LENGTH CURTAILED FULL LENGTH CURTAILED CONTINUOUS END CONTINUOUS END SUPPORT SUPPORT SUPPORT SUPPORT

SUPPORT SUPPORT SUPPORT SUPPORT S1 100 #10 @ 150 C/C --- #10 @ 150 C/C --- #10 @ 150 C/C #10 @ 150 C/C --- #10 @ 150 C/C #10 @ 150 C/C ---

S1, S3 S2, S5, S6, --- --- ---

--- --- --- --- --- 100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C
100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C S9, S12, S13,
S14
S2, S4, S6, S9
--- --- ---
100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C
S4 100 #10 @ 150 C/C --- #10 @ 150 C/C --- --- #10 @ 150 C/C #10 @ 150 C/C --- #10 @ 150 C/C ---
S5
--- --- --- --- ---
100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C S7 100 #10 @ 300 C/C #10 @ 300 C/C #10 @ 300 C/C #10 @ 300 C/C #10 @ 150 C/C --- --- #10 @ 150 C/C #10 @ 150 C/C ---
S7, S8
--- --- --- --- S8, S11 --- --- --- ---
100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C 100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C
S10 --- --- --- --- ---
--- --- --- --- S10 100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C
100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C

S2 GROUND FLOOR SLAB SCHEDULE S2 SECOND FLOOR SLAB SCHEDULE

4 SCALE NTS SCALE NTS
5

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: THIRD FLOOR FRAMING PLAN
ROOF FRAMING PLAN S2
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: FOOTING SCHEDULE
GROUND FLOOR SLAB SCHEDULE
PRC REG. NO. : SECOND FLOOR SLAB SCHEDULE
APPROVED BY:
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 E E
E E
A B C D F G A B C D F G
A B C D F G A B C D F G
1000 1620 1050 2670 2660 1000 1620 1050 2670 2660
1000 1620 1050 2670 2660 1000 1620 1050 2670 2660

7 B1 B2 B3 7 B1
7 7 B1 B2 B3

1420
B1 B2 B3

1420
S1C2 S2 C1 C2 C3 C4 C23 C4

B21

1420
C1 C3 C4
1420

C1 C2 C3 C4

B22
B14

B15

B18
S1 6 S1 S2 S3 6 S1

B20

B30
6

B30
B19

B27
6 B4 S2 B4 B5 B6
S3 C6

1930
1930
C5 C6
B20
C5 C6

1930
1930

B26
B23

B4

B5
S4 S5 S6
5 B4 B5 5 B2
5 B5 B6 B7 B8 5
C8 C7 B6 C10 C24 C10
C8 C7 C21 C9 C10 C8 C7 C9 C10
B7 B8

B21
B13

B17
S4

3350
B27
S5 S2

3350

B19
B19

B29
B24
B18

B26

B29

3350
3350

S4 S5 S6
S7 S8

4 B7 B8 B9 4 B3
4 B9 B10 B11 4 B9 B10 B11 B12

B12

1650
C11 C12 S7 C13 C14 C13 C14

1650
C11 C12 C13 C14

1650
1650

C11 C12 C13 C14

B16

B20
S8

B22
B18

B28
B25
S9 S10 S11 S12
B17

B23

B28
B25

S7 S8 S9 3 B10 3
3 3

1350
1350
C22

1350
1350

2 B11 2
2 B12 B13 B14 2 B13 B14 B15
C16 C18
C15 C16 C17 C18

2480
C15 C16 C17 C18

2480
B21

B24
B17
S13 S14
B22
B16

2480
2480

S10

1 1
1 B15 1 B16

C19 C20 C19 C20

S3 GROUND FLOOR SLAB S3 SECOND FLOOR SLAB S3 THIRD FLOOR SLAB S3 ROOFING SLAB
SCALE NTS SCALE NTS 3 SCALE NTS 4 SCALE NTS
1 2

SLAB SCHEDULE (C20 : FY420) (LEVEL : 8.65M)

BOTTOM REINFORCEMENT TOP REINFORCEMENT

SLAB SLAB ALONG SHORT SPAN ALONG LONG SPAN OVER LONG SUPPORT OVER SHORT SUPPORT REMARKS
SLAB SCHEDULE (C20 : FY420) (LEVEL : 11.6M)
MARKED THICKNESS DISTRIBUTION
FULL LENGTH CURTAILED FULL LENGTH CURTAILED CONTINUOUS END CONTINUOUS END BOTTOM REINFORCEMENT TOP REINFORCEMENT

SUPPORT SUPPORT SUPPORT SUPPORT

SLAB SLAB REMARKS
S1, S3, S5, 100 #10 @ 150 C/C --- #10 @ 150 C/C --- #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C --- ALONG SHORT SPAN ALONG LONG SPAN OVER LONG SUPPORT OVER SHORT SUPPORT
S8 MARKED THICKNESS DISTRIBUTION
S2 100 #10 @ 150 C/C --- #10 @ 150 C/C --- #10 @ 150 C/C --- #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C ---
FULL LENGTH CURTAILED FULL LENGTH CURTAILED CONTINUOUS END CONTINUOUS END

S4 100 #10 @ 150 C/C --- #10 @ 150 C/C --- --- #10 @ 150 C/C --- #10 @ 150 C/C #10 @ 150 C/C --- SUPPORT SUPPORT SUPPORT SUPPORT

S7 100 #10 @ 150 C/C --- #10 @ 300 C/C #10 @ 300 C/C #10 @ 150 C/C #10 @ 150 C/C --- #10 @ 150 C/C #10 @ 150 C/C --- S1, S2 --- --- --- ---
100 #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C #10 @ 150 C/C

S3 THIRD FLOOR SLAB SCHEDULE S3 ROOF SLAB SCHEDULE

SCALE NTS 6 SCALE NTS
5

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: GROUND FLOOR SLAB
SECOND FLOOR SLAB S3
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: THIRD FLOOR SLAB
ROOFING SLAB
PRC REG. NO. : THIRD FLOOR SLAB SCHEDULE
APPROVED BY: ROOF SLAB SCHEDULE
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 BEAM SCHEDULE (C20:Fy420) (LEVEL: 1.8m) BEAM SCHEDULE (C20:Fy420) (LEVEL: 5.8m)

SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS
BEAM BEAM
NUMBERS SFR SFR
B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT NUMBERS
B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT
B1 300 350 + 4-#16 4-#16 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF B1 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
2-#16 2-#16 2-#16
B2 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#16EF
B2 300 350 3-#16 3-#16 3-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
2-#16 2-#16 B3 300 350 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
B3 300 350 4-#16 4-#16 + 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF B4 300 350 4-#16 4-#16 4-#16 4-#16
2-#16 2-#16 2-#16 + 4-#16 + 4-#16 5-2L-#10@125 C/C 3-2L-#10@125 C/C 5-2L-#10@125 C/C 2-#16EF
2-#16 4-#16
B4 400 400 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 5-4L-#10@100 C/C - 5-4L-#10@100 C/C -
B5 300 350 4-#16 4-#16 4-#16 + 4-#16 4-#16 4-#16 12-2L-#10@105 C/C 9-2L-#10@115 C/C 11-2L-#10@125 C/C 1-#16EF
B5 300 350 -
+ 4-#16 4-#16 4-#16 + 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 8-2L-#10@100 C/C 1-#12EF 4-#16
2-#16 2-#16
- B6 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@125 C/C 6-2L-#10@125 C/C 8-2L-#10@125 C/C 2-#16EF
B6 300 350 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 7-4L-#10@100 C/C 7-4L-#10@100 C/C 1-#12EF
B7 350 350 3-#16 + 5-#16 + 5-#16 + 5-#16 5-#16 5-#16 15-2L-#12@125 C/C 11-2L-#12@140 C/C 14-2L-#12@140 C/C 1-#16EF
B7 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 5-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF 2-#16 2-#16 4-#16
B8 300 350 4-#16 4-#16 -
+ 4-#16 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C B8 350 350
2-#16 2-#16 + 5-#16 5-#16 3-#16 5-#16 5-#16 + 5-#16 7-2L-#10@140 C/C 5-2L-#10@140 C/C 9-2L-#10@110 C/C 1-#12EF
2-#16 4-#16
B9 450 500 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 5-4L-#10@100 C/C - 5-4L-#10@100 C/C -
B9 300 350 + 4-#16 4-#16 4-#16 + 4-#16 4-#16 + 4-#16 3-4L-#10@125 C/C 1-4L-#10@125 C/C 3-4L-#10@125 C/C 1-#12EF
B10 450 500 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 11-2L-#10@100 C/C 3-2L-#10@200 C/C 11-2L-#10@100 C/C - 2-#16 2-#16 2-#16
B11 450 500 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 11-2L-#10@100 C/C 13-2L-#10@200 C/C 11-2L-#10@100 C/C 1-#16EF B10 300 350 4-#16 4-#16 4-#16 + 4-#16 4-#16 + 4-#16 9-4L-#10@125 C/C 7-4L-#10@125 C/C 9-4L-#10@125 C/C 2-#16EF
B12 300 350 4-#16 4-#16 4-#16 - 2-#16 3-#16
+ 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 17-2L-#10@125 C/C 8-2L-#10@100 C/C
2-#16 2-#16 B11 300 350 3-#16 3-#16 3-#16 + 4-#16 4-#16 + 4-#16 14-2L-#10@125 C/C 12-2L-#10@125 C/C 14-2L-#10@125 C/C 1-#12EF
B13 300 350 4-#16 4-#16 4-#16 3-#16 2-#16
+ 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 5-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
2-#16 2-#16
B12 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 + 4-#16 11-2L-#10@125 C/C 9-2L-#10@125 C/C 11-2L-#10@125 C/C 1-#12EF
B14 300 350 4-#16 4-#16 + 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 7-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF 2-#16
2-#16 2-#16 2-#16
- B13 300 350 3-#16 3-#16 3-#16 + 4-#16 4-#16 4-#16 7-2L-#10@125 C/C 5-2L-#10@125 C/C 7-2L-#10@125 C/C 2-#16EF
B15 300 350 + 4-#16 4-#16 + 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 17-2L-#10@125 C/C 8-2L-#10@100 C/C 2-#16
2-#16 2-#16 2-#16 2-#16
- B14 300 350 4-#16 4-#16 4-#16 4-#16 4-#16 + 4-#16 8-2L-#10@125 C/C 6-2L-#10@125 C/C 8-2L-#10@125 C/C 1-#16EF
B16 300 350 + 4-#16 4-#16 4-#16 + 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 6-2L-#10@125 C/C 8-2L-#10@100 C/C 2-#16
2-#16 2-#16
B17 300 350 4-#16 4-#16 B15 300 350 3-#16 3-#16 3-#16 + 4-#16 4-#16 + 4-#16 11-2L-#10@125 C/C 9-2L-#10@125 C/C 11-2L-#10@125 C/C 1-#16EF
+ 4-#16 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 10-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
2-#16 2-#16
2-#16 2-#16
B18 300 350 4-#16 4-#16 4-#16 B16 300 350 4-#16 4-#16 4-#16 4-#16 4-#16 + 4-#16 7-2L-#10@125 C/C 5-2L-#10@125 C/C 7-2L-#10@125 C/C 1-#12EF
+ 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
2-#16 2-#16 2-#16
B19 300 350 4-#16 4-#16 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF B17 300 350 3-#16 3-#16 3-#16 + 4-#16 4-#16 + 4-#16 9-2L-#10@125 C/C 7-2L-#10@125 C/C 9-2L-#10@125 C/C 1-#12EF
2-#16 2-#16 2-#16 2-#16
B20 300 350 + 4-#16 4-#16 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 1-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF B18 350 350 3-#16
2-#16 2-#16 2-#16 + 5-#16 5-#16 + 5-#16 5-#16 + 5-#16 9-2L-#10@140 C/C 7-2L-#10@140 C/C 9-2L-#10@140 C/C 2-#16EF
2-#16 4-#16 5-#16
B21 350 350 5-#16 5-#16 - -
+ 5-#16 5-#16 5-#16 + 5-#16 7-4L-#10@100 C/C 7-4L-#10@100 C/C B19 350 350 3-#16 3-#16 5-#16 + 5-#16 5-#16 5-#16 9-2L-#10@130 C/C 8-2L-#10@125 C/C 9-2L-#10@140 C/C 1-#16EF
2-#16 2-#16 5-#16
B22 300 350 + 4-#16 4-#16 + 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 6-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF -
2-#16 2-#16 2-#16 2-#16 B20 300 300 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 17-2L-#10@115 C/C 15-2L-#10@115 C/C 17-2L-#10@115 C/C

B23 300 350 3-#16 3-#16 3-#16 - B21 300 300 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 9-2L-#10@115 C/C 7-2L-#10@115 C/C 9-2L-#10@115 C/C 2-#16EF
+ 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 10-2L-#10@125 C/C 8-2L-#10@100 C/C
2-#16 2-#16
B22 300 350 4-#16 4-#16 4-#16 4-#16 4-#16 + 4-#16 7-2L-#10@125 C/C 5-2L-#10@125 C/C 7-2L-#10@125 C/C 1-#12EF
B24 300 350 3-#16 3-#16 3-#16 + 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF 2-#16
2-#16
B23 300 350 4-#16 4-#16 4-#16 + 4-#16 4-#16 + 4-#16 9-2L-#10@125 C/C 7-2L-#10@125 C/C 9-2L-#10@125 C/C 1-#12EF
B25 350 350 3-#16 3-#16 3-#16 5-#16 5-#16 5-#16 8-2L-#10@140 C/C 6-2L-#10@140 C/C 8-2L-#10@140 C/C 1-#12EF 2-#16 2-#16
B26 350 350 3-#16 3-#16 3-#16 5-#16 5-#16 5-#16 9-2L-#10@140 C/C 7-2L-#10@140 C/C 9-2L-#10@140 C/C 1-#12EF B24 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 9-2L-#10@115 C/C 7-2L-#10@115 C/C 9-2L-#10@115 C/C 1-#10EF
B27 350 350 3-#16 3-#16 3-#16 5-#16 5-#16 5-#16 8-2L-#10@100 C/C 11-2L-#10@140 C/C 8-2L-#10@100 C/C -
B25 350 360 3-#16 5-#16 3-#16 + 5-#16 5-#16 + 5-#16 25-2L-#10@135 C/C 22-2L-#10@140 C/C 30-2L-#10@110 C/C 1-#16EF
B28 300 350 4-#16 5-#16
+ 4-#16 4-#16 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 10-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
2-#16 3-#16 2-#16
B26 350 360 4-#16 4-#16 4-#16 5-#16 5-#16 + 5-#16 8-2L-#10@140 C/C 6-2L-#10@140 C/C 8-2L-#10@140 C/C 1-#12EF
B29 300 350 3-#16 3-#16 3-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF 3-#16
2-#16 2-#16
B27 350 360 3-#16 + 5-#16 5-#16 + 5-#16 5-#16 + 5-#16 10-2L-#10@120 C/C 7-2L-#10@140 C/C 9-2L-#10@140 C/C 2-#16EF
B30 300 350 4-#16 4-#16 -
+ 4-#16 + 4-#16 4-#16 + 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 2-#16 3-#16 5-#16
2-#16 2-#16 3-#16
B28 350 360 4-#16 4-#16 4-#16 + 5-#16 5-#16 5-#16 9-2L-#10@140 C/C 8-2L-#10@125 C/C 10-2L-#10@125 C/C 1-#16EF
5-#16

S4 FTB SCHEDULE S4 SECOND FLOOR BEAM SCHEDULE

1 SCALE NTS SCALE NTS
2

BEAM SCHEDULE (C20:Fy420) (LEVEL: 11.6m)

SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS

BEAM
NUMBERS
B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT

B1 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 31-2L-#10@115 C/C 7-2L-#10@100 C/C

B2 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 31-2L-#10@115 C/C 7-2L-#10@100 C/C

B3 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 31-2L-#10@115 C/C 7-2L-#10@100 C/C

B4 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 45-2L-#10@115 C/C 7-2L-#10@100 C/C

B5 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 45-2L-#10@115 C/C 7-2L-#10@100 C/C

S4 ROOF BEAM SCHEDULE

3 SCALE NTS

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: FTB SCHEDULE
SECOND FLOOR BEAM SCHEDULE S4
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: ROOF BEAM SCHEDULE

PRC REG. NO. :

APPROVED BY:
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 CONSTRUCTION NOTES
GENERAL BEAM SCHEDULE (C20:Fy420) (LEVEL: 8.65m)

1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH

l SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS
THE BEAM
ARCHITECTURAL, ELECTRICAL, SANITARY, PLUMBING & SPECIFICATIONS. SFR DIAGONAL REMARKS
NUMBERS

h
B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT
2. THE CONTRACTOR SHALL VERUFY ALL DIMENSIONS AND CONDITIONS AstX(T) AstZ(T)
AT THE SITE, WHICH SHALL INCLUDE THE LOCATION AND DIMENSIONS OF - - -
B1 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 10-2L-#10@115 C/C 7-2L-#10@100 C/C
OPENINGS, GROOVES, REGLETS, PIPE SLEEVES, CONDUITS, EMBEDDED

D
OR ATTACHED ITEMS TO CONCRETE ETC. - -
B2 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 10-2L-#10@115 C/C 7-2L-#10@100 C/C 1-#16EF

3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO - -

L
Cover B3 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 10-2L-#10@115 C/C 7-2L-#10@100 C/C 1-#10EF
PROTECT NEW AND EXISTING CONSTRUCTION, THIS SHALL INCLUDE BUT AstX(B)
NOT BE LIMITED TO BRACING AND SHORING FOR LOADS IMPOSED DURING - -
B4 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 5-2L-#10@125 C/C 3-2L-#10@125 C/C 5-2L-#10@125 C/C 1-#12EF
CONSTRUCTION. AstZ(B) +
2-#16

4. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON - -

B5 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 18-2L-#12@125 C/C 16-2L-#12@125 C/C 18-2L-#12@125 C/C 1-#12EF
PLANS, SECTIONS, AND DETAILS. AstX(B) +
2-#16
5. GENERAL NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS -
B6 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 6-2L-#10@125 C/C 4-2L-#10@125 C/C 6-2L-#10@125 C/C 1-#12EF CANTILEVERED
UNLESS OTHERWISE SHOWN OR NOTED.
- -
B7 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 3-2L-#10@125 C/C 1-2L-#10@125 C/C 3-2L-#10@125 C/C 1-#12EF
6. ALL DIMENSIONS ARE IN METRIC SYSTEM UNLESS OTHERWISE NOTED.
- -
B8 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 9-2L-#10@125 C/C 7-2L-#10@125 C/C 9-2L-#10@125 C/C 1-#12EF
7. ALL BAR DIAMETERS AND SPACINGS ARE IN MM UNLESS OTHERWISE +
NOTED.
l

2-#16

- -

B
b
B9 300 350 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 14-2L-#10@125 C/C 12-2L-#10@125 C/C 15-2L-#10@115 C/C 1-#16EF
CONCRETE + + +
2-#16 2-#16 2-#16
1. MINIMUM CONCRETE COVER TO ALL REINFORCING BARS SHALL BE AS - -
FOLLOWS: B10 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 12-2L-#10@115 C/C 10-2L-#10@115 C/C 12-2L-#10@115 C/C 1-#10EF

- - -
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B11 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 26-2L-#10@125 C/C 8-2L-#10@100 C/C
75MM - -
B12 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 7-2L-#10@100 C/C 1-2L-#10@115 C/C 7-2L-#10@100 C/C 1-#10EF
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER AstZ(B) - -
16 DIA BARS OR SMALLER 40MM B13 300 300 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 7-2L-#10@100 C/C 16-2L-#10@115 C/C 7-2L-#10@100 C/C 1-#10EF
L

OTHER BARS 50MM - -

B14 300 300 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 7-2L-#10@100 C/C 16-2L-#10@115 C/C 7-2L-#10@100 C/C 1-#10EF
C. FORMED SURFACES NOT EXPOSED DIRECTLY TO EARTH OR WEARHER - -
SLABS AND WALLS 20MM B15 300 300 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 10-2L-#10@115 C/C 8-2L-#10@115 C/C 10-2L-#10@115 C/C 1-#12EF
BEAMS AND COLUMNS 40MM - -
B16 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 12-2L-#10@100 C/C 8-2L-#10@100 C/C 2-#16EF
2. REINFORCING BARS SHALL BE FREE OR RUST, GREASE, OR OTHER
MATERIALS LIKELY TO IMPAIR BOND.
S5 TYPICAL ISOLATED FOOTING B17 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
- -

SCALE NTS
3. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY
1 B18 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
- -

PLACED BEFORE POURING CONCRETE OR - -

B19 300 300 3-#16 3-#16 3-#16 3-#16 3-#16 3-#16 8-2L-#10@115 C/C 6-2L-#10@115 C/C 8-2L-#10@115 C/C 1-#16EF
APPLYING MORTAR OR GROUT.
- - -
B20 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 10-2L-#10@125 C/C 8-2L-#10@100 C/C
4. BAR SPLICES SHALL BE SECURELY WIRED TOGETHER, SPLICES IN
REINFORCED CONCRETE BEAMS, COLUMNS, AND WALLS SHALL BE AS - -
B21 300 350 4-#16 4-#16 4-#16 4-#16 4-#16 4-#16 8-4L-#12@100 C/C 13-4L-#12@125 C/C 8-4L-#12@100 C/C 2-#16EF
SHOWN ON THE DETAILS. FOR NON-STRUCTURAL WALLS, MASONRY +
WALLS, AND SLABS SPLICES SHALL LAP A MINIMUM OF 40 BAR DIA AND 2-#16
SHALL BE STAGGERED WHEREVER POSSIBLE. - -
B22 300 350 3-#16 3-#16 3-#16 4-#16 4-#16 4-#16 8-2L-#10@100 C/C 13-2L-#10@125 C/C 8-2L-#10@100 C/C 1-#12EF
+
5. SOLICES REQUIRED IN THE REINFORCEMENT OF BEAMS/GIRDERS 2-#16
FRAMING INTO COLUMNS SHALL NOT BE LOCATED WITHIN THE COLUMN
NOR WITHIN A DISTANCE OF TWICE THE BEAM/GIRDER DEPTH FROM THE
FACE OF THE COLUMN, AT LEAST TWO CLOSED STIRRUP TIES SHALL BE
PROVIDED AT ALL SPLICES.
l l
AstZ(T)
6. LAP SPLICES SHALL BE MADE WITHIN THE CENTER HALF OF COLUMN
HEIGHT, AND THE SPLICE LENTH SHALL NOT BE LESS THAN WHAT IS
S5 THIRD FLOOR BEAM SCHEDULE
h

h
INDICATED IN THE TABULATED VALUES OF SPLICE LENGTH. AstX(T) SCALE NTS
2
STRUCTURAL STEEL:

D
AstX(B)
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE 9TH L Cover
EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
MANUAL UNLESS OTHERWISE NOTED OR SHOWN.
AstZ(B)
2. CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES,
CONNECTORS, ETC. REQUIRED FOR THE COMPLETION OF THE
STRUCTURE EVEN IN EVERY SUCH ITEM IS NOT SHOWN ON THE
CONTRACT DRAWINGS.

3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING l l

SOCIETY CODE (AWS D 1.1) UNLESS INDICATED OTHERWISE, WELDING
B
b

ELECTRODES SHALL BE E60 XX.

4. ALL BOLTS AND TREADED FASTENERS SHALL BE ASTM A307 UNLESS

OTHERWISE NOTED. L

MASONRY:
1. ALL CONCRETE HOLLOW BLOCKS MASONRY WALLS HALL BE LAID IN
THE RUNNING BOND (INTERLOCKING COURSE) WITH FULL MORTAR
BEDDING, STACK BOND SHALL BE USED ONLY WHEN SPECIFIED.

2. RECOMMENDED COMPRESSIVE STRENTH OF CONCRETE HOLLOW

BLOCKS SHALL BE 450 PSI (3.20 MPa) OF ITS NET AREA.

3. ALL CELLS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUT.

S5 TYPICAL COMBINED FOOTING
SCALE NTS
4. FOR 150MM THK CHB:USE 12MM DIA REBARS
3
FOR 100M THK CHB: USE 10MM DIA REBARS
VERTICAL SPACING: 600 MM
HORIZONTAL SPACING: AT EVERY 3 LAYERS

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: TYPICAL ISOLATED FOOTING
TYPICAL COMBINED FOOTING S5
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: THIRD FLOOR BEAM SCHEDULE

PRC REG. NO. :

APPROVED BY:
TIN NO. :
ISSUED ON:
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 GENERAL NOTES
1. ALL SANITARY WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE
PROVISIONS OF THE NATIONAL PLUMBING CODES OF THE PHILIPPINES, THE NATIONAL
100 mm Ø PVC PIPE
BUILDING, AND ITS IMPLEMENTING RULES AND REGULATIONS. CO CO KS
CB
100 mm Ø PVC PIPE KS CB GV

CO
FD
LS
2. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS. THE RISER
SH WC LAV KS
ARCHITECT AND/OR THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY SD

WC
KS

SD

FD
100 mm Ø PVC PIPE
FOUND THEREIN. HIS/HER DECISION SHALL BE FINAL. SS

LAV
3. ALL PIPES SHALL BE INSTALLED AS INDICATED. ANY RELOCATION REQUIRED FOR PROPER
CO WC FD
EXECUTION OF OTHER TRADES SHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT AND/OR FCO
THE ENGINEER. 100Ø RISER
FCO
WC SD
4. PROPOSES SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND

100 mm Ø PVC PIPE

INVERT ELEVATION OF EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE FD
CONSTRUCTOR. ST
LAV
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED FLOORS AND WALL
OPENINGS.

1/2''Ø PPR PIPE

6. ALL SLOPE FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% AS MINIMUM UNLESS CB CB

CV WM GV
OTHERWISE NOTED.

7. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTOR.
CB

8. ALL FIXTURES SHALL BE VENTED UNLESS OTHERWISE NOTED.

9. THE WORKS THROUGHOUT SHALL BE EXECUTED IN THE BEST AND MOST THROUGH MANNER
KNOWN TO THE TRADE AND TO THE SATISFACTION OF THE ARCHITECT AND OR ENGINEER.

TO DRAINAGE LINE
10. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT SITE AND COORDINATE THE CB

WORKS WITH THE SEWER EFFLUENT DISPOSAL AND WATERLINE SERVICE CONNECTING
POINT.

11. REFER TO THE TECHNICAL SPECIFICATIONS FOR DETAILED MATERIALS AND EQUIPMENT
SPECIFICATIONS.

SPECIFICATION: GROUND FLOOR SECOND FLOOR GROUND FLOOR

1. COLD WATER LINE - 25MMØ POLYVINYL CHLORIDE PIPE (PVC) FOR MAIN COLD WATER LINE,
P1 SANITARY LAYOUT P1 SANITARY LAYOUT P1 COLDWATERLINE LAYOUT
20MMØ PVC PIPE FOR PIPE BRANCHES, USE 20MMØ PN 16 (SDR 7.4) SCALE NTS SCALE NTS SCALE NTS
POLYPROPYLENE RANDOM PIPE (PPR) FOR HOT WATER LINE PIPE BRANCHES. 1 2 3
2. SOIL AND WASTE PIPES - 50MM. TO 100MM.Ø POLYVINYL CHLORIDE (PVC) SERIES 1000. 150MM AND ABOVE
POLYVINYL CHLORIDE (PVC) CLASS 35 WITH ALL SOLVENT JOINT FITTING ONLY.
DS 16mm Ø x 450mm
3. SOIL AND WASTE PIPES - POLYVINYL CHLORIDE (PVC) SERIES 1000 WITH SOLVENT ON ALL JOINT FITTING ONLY LG. ANCHOR BOLT
2 EACH SIDE
4. VENT PIPES - POLYVINYL CHLORIDE (PVC) SERIES 1000 WITH SOLVENT ON ALL JOINT FITTING 12mm Ø @300mm
ONLY. OUTLET PIPE
VERT. BARS
INLET PIPE 12mm Ø @ 200mm
HOR. BARS
5. DRAINAGE PIPES - 50MM. TO 100M.Ø POLYVINYL CHLORIDE (PVC) SERIES 1000. 150MM AND ABOVE 2-16mm Ø ADDITIONAL SH
POLYVINYL CHLORIDE (PVC) CLASS 35 WITH ALL SOLVENT JOINT FITTING ONLY. DIAGONAL BARS
2-16mm Ø ADDITIONAL
OUTLET PIPE
6. VALVES - UP TO 50MM BRONZE ASTM 362, 1034 KPC CLASS THREADED END 65MM. UP INLET PIPE HOR. BARS (TYPICAL)
2-16mm Ø ADDITIONAL
ALL IRON, BRONZE VERT. BARS (TYPICAL)
WC LAV
FITTED, 1034 KPC CLASS, FLANGED END. STANDARD TRAFFIC TYPE
100mm THK GRAVEL
C.I. CATCH BASIN COVER
P L A N AND FRAME
BED WC LAV
7. WATER METER - CALIBRATED & CNWD APPROVED. SECTION 12mm Ø @ 200mm
EACHWAY
8. DRAINS - FOR PIPES 2" IN DIAMETER - USE 4" x 4"
FOR PIPES 3" IN DIAMETER - USE 6" x 6" LAV

P1 CATCH BASIN DETAIL

4 SCALE NTS

LEGEND 450 X 450 MANHOLE

450 X 450 MANHOLE
WITH LIFTING HOLDER
W WATER CLOSET CHECK VALVE WITH LIFTING HOLDER

LAV LAVATORY GATE VALVE 150 800

150
2,000

SHO SHOWER SHO SHOWER MH MH MH

150
100

150

800 150 2,000

SH SHOWER HEAD FCO FLOOR CLEAN OUT MH

700
100 Ø OUTLET PIPE AIR SPACE INLET
FD FLOOR DRAIN DS DOWNSPOUT

1,800
100
100 Ø INLET PIPE
FA FAUCET VSTR VENT STACK THRU ROOF OUTLET
DIGESTIVE
1,500

LEACHING CHAMBER LEACHING

DIGESTIVE

700
HB HOSE RIB WATER METER CHAMBER CHAMBER
CHAMBER
FV FLOAT VALVE CWSP COLDWATER SUPPLY SLOPE 1:10 MH
PIPE
150

PLAN
SECOND FLOOR
P1 SEPTIC TANK DETAIL P1 COLDWATERLINE LAYOUT
SCALE NTS SCALE NTS
5 6

PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: GENERAL NOTES
LEGEND AND SYMBOLS P1
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: GROUND FLOOR SANITARY LAYOUT
GROUND FLOOR WATERLINE LAYOUT
PRC REG. NO. : SECOND FLOOR SANITARY LAYOUT
APPROVED BY: SECOND FLOOR WATERLINE LAYOUT
TIN NO. :
SEPTIC TANK DETAILS
ISSUED ON: CATCH BASIN DETAILS
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE:
ISSUED AT:
 LEGEND
SYMBOL DESCRIPTION

12 WATTS CEILING MOUNTED LIGHT

GENERAL NOTES DROP LIGHT

9 WATTS PIN LIGHT

1. THE ELECTRICAL INSTALLATION SHOWN ON THE PLANS SHALL CONFIRM WITH THE LATEST 8 WATTS WALL MOUNTED LIGHT
2S - v, w x y
V
EDITION OF THE 28 WATTS COBE LIGHT
S R
PHILIPPINE ELECTRICAL CODE, RULES AND SINGLE GANG SWITCH Q P
2S v w 2S - x,y T
DOUBLE GANG SWITCH
REGULATIONS OF THE LOCAL ELECTRICAL COMPANY AND THE LOCALGOVERNMENT WHERE THE 3S
2S - T, U S-R
PROJECT WILL BE
TRIPLE GANG SWITCH r q s U
3W O
THREE-WAY SWITCH
CONSTRUCTED. S W
PANEL BOARD t
2. ALL ELECTRICAL MATERIALS AND EQUIPMENT TO BE USED IN THIS PROJECT SHALL BE BRAND 2S - q, rs 3S - QM, O, PN
NEW AND OF J K
M N
LEGEND
L
APPROVED QUALITY AND BRAND. SYMBOL DESCRIPTION
2S - J, K 2S - V, W
3. THE ELECTRICAL WIRING INSIDE THE BUILDING SHALL BE THROUGH PVC. CONDUIT PIPES NOT 2GCO
DOUBLE GANG CONVENIENCE OUTLET u 3
k l m n
SMALLER THAN ACU
AIR CONDITIONED UNIT 2S - t, u
3S - H, I , L
H S - LI
15mm DIAMETER, SCHEDULE 40. RANGE
RANGE

4. THERE SHALL BE ONLY ONE SERVICE DROP FROM THE NEAREST ELECTRICAL COMPANY POLE TO REF
REFRIGERATOR
o p S-n 3
THE PROPOSED WP
WEATHER PROOF CONVENIENCE OUTLET
CABLE
BUILDING. CABLE OUTLET
TEL
TELEPHONE OUTLET 2 2S - o, p B 2S - Y, X C
5. WIRES TO BE USED INSIDE THE BUILDING SHALL NOT BE SMALLER THAN 2.0mm2 WITH 600V b c d G
1GCO SINGLE GANG CONVENIENCE OUTLET 2S - k, lm 3S - A, BE, CD X
INSULATION. A
WH WATER HEATER OUTLET-WALL TYPE a
6. THE TYPE OF POWER SERVICE TO BE SUPPLIED SHALL BE SINGLE PHASE, 230, A.C.
i 2S - GF
7. MOUNTING HEIGHT OF ELECTRICAL DEVICES SHALL BE AS FOLLOWS: # CIRCUIT HOMERUN
E D
a. WALL SWITCHES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.20 METERS ABOVE e f g
FLOOR LINE h F
b. CONVENIENCE OUTLETS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.30 METER ABOVE FLOOR 2S - h, ij Y
j
LINE 3S - a, bcd, efg

c. AIR CONDITIONING OUTLET. . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.00 METERS ABOVE FLOOR

LINE
d. PANEL BOARD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.37 METERS ABOVE FLOOR
LINE
e. KILOWATT-HOUR METER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.85 METERS FROM
GROUND TO CENTER
OF METER EYEBOLT SECOND FLOOR THIRD FLOOR
GROUND FLOOR
f.
LINE
WASHING MACHINE OUTLET . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 FT. (1.50 M.) FROM FLOOR
POWER
E1 LIGHTING LAYOUT E1 LIGHTING LAYOUT E1 LIGHTING LAYOUT
SERVICE SCALE NTS SCALE NTS 3 SCALE NTS
ENTRANCE 1 2
EYEBOLT

CLAMP
DISTRIBUTION PANEL BOARD
CIRCUIT NO.OF NO. OF TOTAL LOAD CKT. BREAKER NO. AND SIZE OF
LOAD DESCRIPTION VOLTAGE WATTAGE AMPERE NO. OF WIRE TELEPHONE & CCTV
NO. LIGHTINGS OUTLETS AT POLE WIRE
SERVICE ENTRANCE
1 230 0 0 100 2 KHWR
2 24 LIGHTING OUTLET 230 249 1.08 15 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE METER
3 24 LIGHTING OUTLET 230 336 1.46 15 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE 2GCO

4 13 CONVENIENCE OUTLET 230 2600 11.30 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE 2GCO
2GCO REF 2GCO
2GCO
5 17 CONVENIENCE OUTLET 230 3400 14.78 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE
6 REFRIGERATOR 230 600 2.60 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE 6
2GCO ACU

2GCO 2GCO

7 AIR CONDITIONED UNIT 230 568 2.47 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE 2GCO
9
8 AIR CONDITIONED UNIT 230 568 2.47 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE 2GCO
2GCO
9 AIR CONDITIONED UNIT 230 568 2.47 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE
2GCO
5
10 SPARE 230 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE
4
11 SPARE 230 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE
CABLE 2GCO 2GCO
12 SPARE 230 30 2 2-35 mm² THWN 20 mm Ø CONDUIT PIPE 2GCO

TOTAL CONNECTED LOADS 8,889 38.63

2GCO

IT = 38.63 AMP

USE 2-32mm² THWN + 1-8.0 mm² THWN IN 32 mm Ø RSC

AMPACITY= 100 AMPERES

2GCO 2GCO

CONCRETE
2GCO 2GCO
CANORECO SERVICE DROP 2GCO ACU

2GCO
DPB
7
2- 30MM² THWN +
1-8.00MM² THWN
100A

15A
15A

30A
1
PEDESTAL DETAIL CABLE

TEL
WP
5 8
GROUND IN 2 3
32 MMØ RSC 30A 30A 2GCO ACU
2GCO 2GCO
4 5
30A 30A
TELEPHONE
M 6

8
30A 30A
7

9
SERVICE
30A 30A
ENTRANCE 2GCO
10 11
30A
12
30A

TELEPHONE
ADAPTER

TEL.

GROUND FLOOR LINE (F.F. L.)

GROUND FLOOR LVL. GROUND FLOOR SECOND FLOOR THIRD FLOOR

1-8.0 MM² THWN

GROUNDING
E1 POWER LAYOUT E1 POWER LAYOUT E1 POWER LAYOUT
WITH 20MMØ
SCALE NTS 5 SCALE NTS SCALE NTS
ROD COPPER
4 6

SINGLE LINE DIAGRAM TELEPHONE SINGLE LINE

DIAGRAM
PROJECT TITLE: DRAWN BY: SHEET CONTENT: SHEET NO:

______________________________
ENGINEER EDWARD A. RASCO
______________________________
SCALE: GROUND FLOOR LIGHTING LAYOUT
GROUND FLOOR POWER LAYOUT
SECOND FLOOR LIGHTING LAYOUT
E1
PTR NO. : OWNER PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF DECK CHECKED BY: SECOND FLOOR POWER LAYOUT
GENERAL NOTES
PRC REG. NO. : SCHEDULE OF LOADS AND
APPROVED BY:
TIN NO. : COMPUTATION
ISSUED ON: SERVICE ENTRANCE DETAIL
ADDRESS: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE LOCATION: P5 CALANGCAWAN SUR, VINZONS, CAMARINES NORTE DATE: SINGLE LINE DIAGRAM
ISSUED AT: