REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

OFFICE OF THE BUILDING OFFICIAL

FOR CONSTRUCTION
PLANNING

MARCH 2014

DISTRICT/MUNICIPALITY

LAND USE AND ZONING

LINE AND GRADE

ARCHITECTURAL

A Perspective
STRUCTURAL
A1

SANITARY

ELECTRICAL

MECHANICAL

B C
A1 A1
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A1
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 FOR CONSTRUCTION
PLANNING

MARCH 2014

A A' B A A' B

6000 4050
2100 1950

1150
1900 2100 2000

775

1 1
1100

700
1300 T&B

1300
W
5 +0.20 m W 2450
600 +0.25 m 3
2 2
3900

600
1008

1008

1022
DINING KITCHEN BEDROOM 2
W W +2.90 m

1923
+0.30 m +0.30 m
2 2

1200
850

DN
2517

2517
4550

4550
11
10
LIVING 9
BEDROOM 1 9
+0.30 m +2.90 m
8 8
7 7

2427
6 6
W W
5 5
2 2
4
1025

1025
F UP 4 3020
A3
1 2 3 3

3 +0.20 m 3
W W W
1 2 4

875 1501 1674 1375 2100 575

C
A3

4050

LEGEND:
4" CIP WALL
DRYWALL
DISCLAIMER:
FURNITURE & CABINETS HIDDEN
LINES IN PLAN SERVES AS GUIDE
TO OWNER ONLY

ELEVATION: 0.00=SIDEWALK LINE

0 1 2 3 4

SCALE

A Ground Floor Plan B Second Floor Plan

A2 1 : 40 A2 1 : 40
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A2
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 FOR CONSTRUCTION
PLANNING

MARCH 2014

A A' B 1 2 3 1 2 3
Firewall Apex Line Firewall Apex Line
6587 6587

313

313
Roof Apex Line Roof Apex Line Roof Apex Line
6274 6274 6274
974

974

974
Ceiling Line Ceiling Line Ceiling Line
5300 5300 5300
Roof Frame Level Roof Frame Level Roof Frame Level
5223 400 600 5223 5223
W
2400

2400

2400
W 4
2

W W BEDROOM 2 BEDROOM 1
6174

6174

6174
2 2
Second Floor Second Floor Second Floor
2900 2900 2900
9
8
7
W 6
KITCHEN
2600

2600

2600
5 5
4
3
W Ground Flr Fin Flr Ln. W W
T&B LIVING 2
Ground Flr Fin Flr Ln. Ground Flr Fin Flr Ln.
1 300 2 2 +0.25 m 1
300 300
Finish Grade Line Finish Grade Line Finish Grade Line
200

200
100

100

100
100 100 100
Sidewalk Line Sidewalk Line Sidewalk Line
0 0 0

A Front Elevation B Left Side Elevation C Longitudinal Section

A3 1 : 50 A3 1 : 50 A3 1 : 50

B A' A 3 2 1 A A' B
Firewall Apex Line
Firewall Apex Line
6587

313
Roof Apex Line 6587 Roof Apex Line
6274 6274

974
974

Ceiling Line Ceiling Line Ceiling Line

5300 5300 5300
Roof Frame Level Roof Frame Level Roof Frame Level
5223 5223 5223
2400

2400
2400

W BEDROOM 1
3

6174
Second Floor Second Floor 11 Second Floor
2900 2900 10 2900
9
8
7
6
2600

2600

2600
5
4
LIVING 3
Ground Flr Fin Flr Ln. Ground Flr Fin Flr Ln. 2 Ground Flr Fin Flr Ln.
1
300 300 300
Finish Grade Line Finish Grade Line Finish Grade Line

200
100
100 100 100
Sidewalk Line Sidewalk Line Sidewalk Line
0 0 0

D Rear Elevation E Right Side Elevation F Latitudinal Section

A3 1 : 50 A3 1 : 50 A3 1 : 50
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A3
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 FOR CONSTRUCTION
PLANNING

MARCH 2014
ALUMINUM FRAME
950
900 1/4" THK CLEAR GLASS
850 650
750
700 800 600
SLIDING WINDOW

EXTERIOR
INTERIOR
SPECIAL
RUBBER SEALANT
INTERIOR

EXTERIOR
850 650
950 750 800 600
900 ALUMINUM FRAME
225 700
280 225

225
225
1/4" THICK
CLEAR GLASS
825

825

825
545

2125
2125

2125

2125
2100
A Window sill detail
A4 1:8
825
825

825

825
1000
1000

1000

1000
ALUMINUM FRAME
C
L
250
250

250

250
FFL FFL FFL

1/4" THICK
INTERIOR EXTERIOR
CLEAR GLASS
Door Schedule
FIN.FLR.LINE
Door Mark Specification Location Quantity

100 5
1 Solid wood panel door,5 panels Main Entrance 1
DOOR STEP
2 Hollow core flush 1

100
Service Area
door.Exterior:Marineplywood,Interior:Ordinary NAT. GROUND LINE
3 Plywood
Upvc Bedrooms 2 1/4" THICK
CLEAR GLASS
4 Upvc T&B 1

600 600 400 400 800 400

400

B Door Threshold Detail

ALUMINUM FRAME
A4 1 : 10

W W W W W
1 2 3 4 5
1200 800
800
600 600 400 400 400 400
400
1140
1200
1200

1200

F F F
2100

2100

2100

2100

5mm Gap
1700

PENDING DETAIL
960
900
900

900

4" Cast In Place

FFL FFL FFL FFL FFL
?

Window Schedule
Mark Specification Quantity
1 Aluminum Sliding-0.8x1.2m 1
2 Aluminum Sliding-0.8x1.2m 5
3 Jalousie Type with 3/16" Thick Clear Glass,12 Blades 1
4
5
Fixed Window-0.4x1.2m
Jalousie Type with 3/16" Thick Clear Glass,5 Blades
1
1
C Door jamb Detail(CIP) D Jalousie Window Detail
A4 1 : 10 A4 1 : 12

PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A4
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 EQ EQ 500
FOR CONSTRUCTION
PLANNING

MARCH 2014

355
195

66
R
12
5

31 33

200 125

FOR DETAILS REFER TO SUPPLIER

B PRECAST CANOPY DETAIL

A5 1 : 10
A A' B
1"x1"
TubularBar
1"x1" 1/2"x1/2"SQUARE
Roof Apex Line TUBULAR BAR
BAR
6274 265 240 240 240 265 225 200 200 200 200 225

Ceiling Line Roof Frame Level

5300

400
5223

200
1/2"x1/2"SQUARE
BAR

400
400
D W W
A5 2 4

200
1/4"THICK,
C 1" FLAT BAR
A5

300
Precast Moulding
Second Floor
1/4" THICK,

300
2900 1" FLAT BAR
B 1/4" THICK,
A5 1" FLAT BAR 400

W
1
313 624 313

Ground Flr Fin Flr Ln. C Planter Detail

300 A5 1 : 10

50 50 50 50 50 50 50 50 50 50 50
PRECAST LOUVER
(1.20M x 0.40M)

50 50 50 50 50 50 50 50 50 50 50
75

25

40
25
R 40
R 40

66
125
R 30
FOR DETAILS REFER

10 10

20 24
TO SUPPLIER.

35 10 30

75mmwidth,50mmthick
WindowBorder

A Spot Moulding Detail Legend D Shutter Detail

A5 1 : 50 A5 1 : 15
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A5
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 FOR CONSTRUCTION
PLANNING

MARCH 2014

2%

800
1800 Shower Head
Shower Head
230 500 650 420
12"x12"
GlazedWall Tiles

Grout Termination

LAV FAU SoapHolder

Shower Valve Shower Valve
WC 0+0.200m
B

1754
LAV

1801
W LAV
5 F A6 C TissueHolder

1000
1050
E WC
WC
FAU

900

551
0+0.250m 12"x12"
VitrifiedFloor Tiles
953

A Toilet & Bath Plan B Elevation A C Elevation B

A6 1 : 20 A6 1 : 20 A6 1 : 20

2%

Grout Termination

800
Shower Head
12"x12"
GlazedWall Tiles
12"x12" W
GlazedWall Tiles 5

Shower Valve

1804
TissueHolder LAV
1500

TissueHolder
FAU

1050
WC
12"x12"
GlazedWall Tiles
550
50

D Grout Termination Detail E Elevation C F Elevation D

A6 A6 1 : 20 A6 1 : 20
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A6
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 850
FOR CONSTRUCTION
PLANNING
11
1200
MARCH 2014 10
798 402

8"x8" 7
GlazedCeramic A7 H

50
Tiles

600

200
G 6

129
204 127 123

124

589
4
A Kitchen Plan

900
UP
A7 1 : 15
1 2 3

564
1200
300 300 50 300
204 547 554

2"x3"
VerticalWooden
Frame 8"x8"

200
2"x3" GlazedCeramic
VerticalWooden Tiles
Frame 100 F Stair Plan
Plastic
CabinetHandle
A7 1 : 15
Half 0.30M x 0.60M
OverlayConcealedHinge25 x3/4"THKPlyboard
600

300 625 50
FootCabinet Door 0.30M x 0.60M
600 x3/4"THKPlyboard
FootCabinet Door
25mm Flat Bar
100

896
175 500 175

900
1"x1"
B Counter Plan C Kitchen Elevation TubularBar
Railings
A7 1 : 15 A7 1 : 15 2"x10"
2"x3"
WoodenHandrail,Continuous-AsNewel
WoodenSteps Post

2"x12"WOODENSTRINGER
2"x10"

236
8"x8" 8"x8" WoodenSteps
Grout Termination
GlazedCeramic GlazedCeramic
200

1"x1"
Tiles Tiles TubularBar
2"x3"
Railings
HorizontalWooden 2"x12"WOODENSTRINGER
50

Frame 2"x3"
Half 5 WoodenHandrail,Continuous-AsNewel
2"x3"
OverlayConcealedHinge Post
HorizontalWooden
Frame WoodenHandrail,Continuous-AsNewel 5
2"x3"
600

425

VerticalWooden 0.30M x 0.60M 3 4

Frame x3/4"THKPlyboard
Half
FootCabinet Door Concrete Steps 25mm Flat Bar
OverlayConcealedHinge 3
2
100 85

900
1 2
Concrete Steps
1

236
D Tile Termination Detail E Counter Section G Stair Detail A H Stair Detail B
A7 1:5 A7 1 : 15 A7 1 : 20 A7 1 : 20
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A7
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 FOR CONSTRUCTION
PLANNING

MARCH 2014
A' B

279 355 584 600

A A' B
Roof Frame Level
2100 1900 5223
Tracks (35 mm

568
Studs (35mm
x51mm x 2.4m) x51mm x 2.4m)

2
Ficem Three Way Switch

600
Board(4.5mmx4'x8')
WALL STUD 1

600
Wall angle (25 x25

1313
Tracks (35 mm
WALL STUD 2 x51mm x 2.4m) x 2.4m)

WALL STUD 3 19mm x

600
2900 12mm x
25mmSINGLEFURRING 38mmCarryingChannel
Second Floor
4" Cast In Place
2900
Studs (35mm
x51mm x 2.4m)
3

A Wall Stud Layout Plan B Wall Studs_1

A8 1 : 60 A8 1 : 30 19x50mm
Double Furring

A A' 3

Ficem 19mm x
600 600 329 324 77 451 434 Board(4.5mmx4'x8') 585 600 583 600 25mmSINGLEFURRING
Roof Frame Level Roof Frame Level 12mm x 38mm
5223 Tracks (35 mm 5223 CarryingChannel
Tracks (35 mm
568

565
x51mm x 2.4m) x51mm x 2.4m)
Ficem 19x50mm
Board(4.5mmx4'x8') Double Furring
Studs (35mm
Switch 3 Gang
600

600
x51mm x 2.4m)
Studs (35mm
x51mm x 2.4m)
600

600
Studs (35mm Studs (35mm
x51mm x 2.4m) x51mm x 2.4m)
1312

CO

Tracks (35 mm Tracks (35 mm

600

600
400

x51mm x 2.4m) x51mm x 2.4m)

Second Floor Second Floor
2900 2900

C Wall Studs_2 D Wall Studs_3 I Ceiling Layout (Isometric)

A8 1 : 30 A8 1 : 30 A8

Ficem
Studs (35mm
Board(4.5mmx4'x8')
x51mm x 2.4m)
Ficem
51

Studs (35mm Ficem

Board(4.5mmx4'x8') Board(4.5mmx4'x8')
x51mm x 2.4m) 100 Tracks (35 mm

5mm Gap
32 x51mm x 2.4m)

83
Studs (35mm
51

x51mm x 2.4m)
Studs (35mm 100mm
x51mm x 2.4m) ThickSuspended
Slab

E Detail 1 (Stud @ Door Jamb) F Detail 2(Stud @ Door Jamb) G Detail 3( Stud @ Corner Wall) H Gap between floor and Ficemboard
A8 1 : 10 A8 1 : 10 A8 1 : 10 A8 1 : 10
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A8
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 FOR CONSTRUCTION
PLANNING

MARCH 2014

A A' B A A' B A A' B A A' B

2100 1900

2100 1900
1
800 769 316 899 723 723 647 647 647
600 2060 1940
1300

5 EE

467 156
638
3 J 3 3 3 3 3

362
2 2 2 2

400

404
617
4

600
843
981 913 1584
3 3
1212

5 1200 1200 1100 400

1200 1200 1095 405

629

600

1072
C

2400
D 3 3 3
3

626

600
1387

1017
3 3
5

387

600
4550

4550

1421
850 482

365
1023

600
1387 3 1584 3

632
2353

B 5

600
1950

1071
3 3 3 3

1745

619
1193

1177

1253
3 3

750
633
3 3 3 3

208

465
3 I 3 3 3 3 3

769

A Reflected Ceiling(Ground Floor) B Reflected Ceiling(Second Floor) C Second Floor(Ficem Board Layout) D Ceiling Joist(Second Floor)
A9 1 : 40 A9 1 : 40 A9 1 : 40 A9 1 : 40

300 1.0mm thk. x 50x

100mm x Wall angle (25 x25
Fiber 6mC-Purlin
CementBoard(3.5mm x 2.4m)
5 THK)
1
150

G.I. Strap

200
Tracks (35 mm
2 6 x51mm x 2.4m)

PLAN ALUMINUM SCREEN Ficem

Ficemboard (3.5mm x4 ft
3
1"x1/2" WOOD EDGING Board(4.5mmx4'x8')
x 8 ft)
1"x1" WOOD VENT SLATS
7
4 @ 1/4" GAP 1.8mm thk. x 50x 4" Cast In Place
150 x 6mC-Purlin
5

8 1/4" THK. HARDIFLEX BOARD

ON 2"x 2" CEILING JOISTS

E Ceiling Vent Detail F Ceiling Connection to Drywall G Ficem Board Conn to CIP Wall
A9 1 : 10 A9 1:5 A9 1 : 10
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A9
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 FOR CONSTRUCTION
PLANNING

MARCH 2014

1.0mm thk. x 50x

100mm x Prepainted
6mC-Purlin RibTyped Roofing
127
G.I. Strap

Preformed Gutter Preformed

WallFlashing

Prepainted
RibTyped Roofing
4" Cast In Place
A A' B 1.8mm thk. x 50x
150 x 6mC-Purlin

1200 1200 1200 940

G.I. Strap

Preformed Gutter

B Gutter to End Purlin Connection C Wall Flashing Details

A10 1 : 10 A10 1 : 10
4550

2"
1"
5"

2 1/2" 2 1/2" 2 1/2"

7 1/2"
6"

12"
1 1/
11 1/2" 2"
4" 1" 1"

3
WALL FLASHING BOX GUTTER

Prepainted
G.I. Strap RibTyped Roofing 13 1/2"
1.0mm thk. x 50x 1 1/2
"
100mm x Preformed 2" 2"
6mC-Purlin RidgeRoll

2"
" 11
1/2

2"
/2"
1

1"

1"
2"
1/4"

1"
7 1/2" 7 1/2"
1 1/4"
FLASHING 1 5/16" RIDGE ROLL

Roof Accessories Cutting List

Description Quantity (Lm)
Box Gutter 9.14
Flashing 6.22
Ridge Cap 3.97
Wall Flashing 6.82

A Roof Plan D Ridge Connection

A10 1 : 40 A10 1 : 10
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
ARCHITECT ENGINEER
PRC REG. NO.:

PTR NO. :
PRC REG. NO.:

PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE A10
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :

CAST IN PLACE
 LEGEND
FOR CONSTRUCTION
PLANNING
50 W LIGHTING OUTLET (LO) M KWHR SERVICE METER

Sa SWITCH, ONE GANG CKT. NO. CIRCUIT HOMERUN TO PANEL

FEBRUARY 2014 Sab SWITCH, TWO GANG
Sabc SWITCH, THREE GANG CIRCUIT BREAKER, PLUG IN TYPE
S3w SWITCH, THREE WAY
LIGHTING & POWER PANELBOARD,
DUPLEX CONVINIENCE OULET NEMA1 ENCLOSURE, FLUSH TYPE,
DEADFRONT, 250V, 1PHASE
WP DUPLEX CONVINIENCE OUTLET,
GOUNDING TYPE, WEATHER PROOF

900
950

2300
1800
1600

600
1400
1700 1300
2300 E
400
Utility Box J
CONNECT
WP TO LPP2 SE
CO Utility Box SCDJ
800

900
1000
CONNECT TO LPP1

1200
LPP3
1700

RO H SH
(COUNTER TOP) C
1500 S3WF
D
1100

CO

1600
CO

CO Utility Box CO SG
Utility Box

LPP1
2200

LPP2 B G
CO

CONTROLS
UPSTAIRS LIGTH

1200

1200
1000

LPP
LPP

CO SABIS3WF

Utility Box
2100 A I

450
2300
2400

CONNECT TO DP PANEL
MAIN FEEDER IN
ENCASED 50mm THICK
CONCRETE WITH 600mm
TOP COVER

CONCRETE
PEDESTAL
M
CONNECT TO
LOCAL POWER
UTILITY SERVICE
220V,1, 3W, 60HZ

A GROUND FLOOR POWER LAYOUT B SECOND FLOOR POWER LAYOUT C GROUND FLOOR LIGHTING LAYOUT D SECOND FLOOR LIGHTING LAYOUT
E-1 1 : 40 E-1 1 : 40 E-1 1 : 40 E-1 1 : 40
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
RA 545 ART. 2 SEC. 25 4)

(
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
AR CH ITECT EN GIN EER
PRC REG. NO.:
PTR NO. :
PRC REG. NO.:
PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE E-1
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :
 FOR CONSTRUCTION
PLANNING

FEBRUARY 2014

FLEX PIE 15MM FLEX PIE 15MM

Junction Box Junction Box

50W Lighting
Outlet
Junction Box

Utility Box
FLEX PIE 15MM Junction Box
CO

50W Lighting Switch 3 Gang

Utility Box Outlet

20 mm Conduit
Utility Box
Three Way
CO Utility Box Switch

Utility Box

Utility Box
Switch 3 Gang

15 mm Conduit
CONNECT TO LPP2

B SECOND FLOOR POWER ISOMETRIC LAYOUT D SECOND FLOOR LIGHTING ISOMETRIC LAYOUT
E-2 E-2
20 mm Conduit

Junction Box
CONTROLS
UPSTAIRS LIGHT 50W Lighting
CONNECT TO LOCAL POWER
Outlet
UTILITY SERVICE
220V,1,3W,60HZ

Switch 3 Gang CONTROLS

LPP 15 m UPSTAIRS LIGHT
m Junction Box
Utility Box Con
Utility Box Utility Box duit
Utility Box

Switch 3 Gang 15 m
m
CO Con
duit
20

15 mm Conduit
m m Utility Box
Co
ndu duit
it C on
m
20 m
it
du 25M
on M CON
C D UIT
mm
20 LPP

Utility Box

A GROUND FLOOR POWER ISOMETRIC LAYOUT C GROUND FLOOR LIGHTING ISOMETRIC LAYOUT
E-2 E-2
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
RA 545 ART. 2 SEC. 25 4)

(
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
AR CH ITECT EN GIN EER
PRC REG. NO.:
PTR NO. :
PRC REG. NO.:
PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE E-2
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :
 FOR CONSTRUCTION
PLANNING

FEBRUARY 2014
2-8.0sqmm THHN
1-5.5sqmm THHN GROUND
OUTLETS SWITCHES CIRCUIT BREAKER PVC CONDUIT OVERHEAD in 20MM RSC
SERVICE GROUND
CKT. NO. LOAD DESCRIPTION WATTS VOLT AMP WIRE,THHN WIRE,THHN LOCAL POWER UTILITY
L.O C.O OTHER S1 S2 S3 S3W AT AF P MM DIA. SERVICE ENTRANCE
1 LIGHTING OUTLET @ 50W 10 3 2 2 500 220 2.27 15 50 2 3.5 sqmm 3.5 sqmm 15 220V,1PH,3W,60HZ
1. THE ELECTRICAL INSTALLATION HEREIN, SHALL BE DONE IN ACCORDANCE WITH THE
2 CONVENIENCE OUTLET 8 1440 220 6.55 20 50 2 3.5 sqmm 3.5 sqmm 20
PROVISIONS OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE, 50AT
REQUIREMENTS OF THE LOCAL POWER COMPANY, RULES AND REGULATIONS OF THE LOCAL 3 RANGE OUTLET 1 2500 220 11.36 20 50 2 3.5 sqmm 3.5 sqmm 20 100AF,2P
ENFORCING AUTHORITIES. 4 SPARE 1 782 220
2 3.55 20 50 2 - - 20
15AT,2P 20AT,2P
2. ALL ELECTRICAL WORKS HEREIN SHALL BE EXECUTED BY EXPERIENCED MEN UNDER THE 5 SPARE 1 782 220 3.55 20 50 2 - - 20
1-PHASE 1 2
DIRECT SUPERVISION OF A DULY REGISTERED MASTER ELECTRICIAN OR ELECTRICAL 6 SPACE KWHR METER M 20AT,2P SPARE
ENGINEER. 3 4
TOTAL CONNECTED LOAD 6004 220 27.29 SPARE SPACE
3. THE CONTRACTOR SHALL VERIFY AND ORIENT THE ACTUAL LOCATION OF SERVICE 5 6
COMPUTATION:
ENTRANCE FOR CONNECTION TO POWER SUPPLY.
LOCATION: GROUND FLOOR - SERVICE KITCHEN It = (27.29) 100%DF = 27.29 A MAIN KAIC: 22
4. THE TYPE OF POWER TO BE SUPPLIED SHALL BE, 220VAC, SINGLE PHASE, TWO WIRE PLUS ENCLOSURE:NEMA 1 BRANCH KAIC: 10
MOUNTING: FLUSH MOUNTED USE: CONNECTED LOAD: 6004 WATTS GROUNDING STRIP
GROUND, 60 HERTZ.
AMPERES: - VOLTS: 230 V FEEDER SIZE: 2-8.0sqmm THHN + 1-5.5sqmm THHN DEMAND FACTOR: 100%
IN 20mm RSC (50A/15.11 A) PANELBOARD-LPP
BUS RATING: 50 A BRAND: GE OR EQUIVALENT UL LISTED ENCLOSURE
5. UNLESS OTHERWISE SPECIFIED, THE MINIMUM SIZE OF WIRE SHALL BE 3.5SQMM
FED FROM: DP PANEL MAIN BREAKER: 50AT, 100AF, 22KAIC, 230V, 2P, CB FABRICATOR: - FLUSH TYPE
THHN/THWN AND THE CONDUIT SHALL BE 15 mm RSC AND 20 mm uPVC.

6. ALL MATERIALS TO BE USED SHALL BE NEW AND OF THE APPROVED TYPE FOR THE
LOCATION AND PURPOSE.
1-5.5sqmm THHN GROUND
7. UNLESS OTHERWISE INDICATED ON THE DRAWING, POLYVINYL CHLORIDE(PVC) CONDUIT in 15MM PVC
FGL
SHALL BE USED FOR EMBEDDED WIRING & RIGID STEEL CONDUIT (RSC) FOR EXPOSED
WIRING. in 25MM PVC GROUND ROD
16mmx2.4M. LONG
8. ALL WIRE SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE "THHN/THWN" UNLESS (UNDERGROUND WITH 50mm
OTHERWISE INDICATED IN THE PLANS. THE MINIMUM SIZE FOR POWER AND LIGHTING THK CONCRETE ENCASED)
SHALL BE 3.5sqmm AND SHALL BE MANUFACTURED BY PHELPS DODGE OR DURAFLEX OR
WITH ISO CERTIFICATES.
C LPP PANELBOARD LOAD SCHEDULE
9. ALL OUTLET BOXES SHALL BE PVC.
E-3 NOT TO SCALE
10. THE CIRCUIT BREAKERS SHALL BE WITH ISO CERTIFICATES AND SHALL BE PLUG-IN TYPE
WITH UL LISTED ENCLOSURE.

11. ALL MOUNTING HEIGHTS ARE SUBJECT TO ARCHITECT'S APPROVAL PRIOR TO CKT 1 : Connected load : Lighting Outlet CKT 4 : Spare @ 782 Watts MAIN FEEDER PROTECTION :
INSTALLATION. I = [ (10 x 50W) / 220V ] I = [ 782 / 220 ] I = [6004 / 220 ]
I = 2.27 A I = 3.55 A I = 27.29 A
12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFCI) FOR ALL CONVENIENCE OUTLET Ic = 2.27 x 1.25 = 2.83 A Ic = 3.55 x 1.25 = 4.44 A Ic = 27.29 x 1.25 = 34.11 A
LOCATED IN THE LAUNDRY AREA OR IN OUTDOOR USE AS WELL AS IN THE LAVATORY
COUNTER AREA.
Use : 2-3.5sqmm THHN cu wire
Use : 2-8.0sqmm THHN cu wire
F RISER DIAGRAM
in 20mm PVC conduit with 15AT, 2P, CB CKT 5 : Spare @ 782 Watts
in 20mm RSC/25mm PVC conduit
13. CONDUCT INSULATION RESISTANCE TEST PRIOR FOR TERMINATION OF DEVICES AS WELL
AS OTHER NECESSARY ELECTRICAL TESTING STANDARDS.
CKT 2 : Connected load : Convenience Outlet
I = [ (8 x 180) / 220 ]
I = [ 782 / 220 ]
I = 3.55 A
Ic = 3.55 x 1.25 = 4.44 A
with 50AT, 2P, CB E-3 NOT TO SCALE

14. SWITCHES SHALL BE FLUSH MOUNTED AND LOCATED 200mm FROM THE EDGE OF THE I = 6.55 A
Ic =6.55 x 1.25 = 8.19 A CKT 6 : Space
DOOR JAMB TO THE CENTER OF THE SWITCH OR 150mm FROM THE EDGE OF THE DOOR
JAMB TO THE EDGE OF THE SWITCH. Use : 2-3.5sqmm THHN cu wire
SERVICE DROP SERVICE DROP
in 20mm PVC conduit with 20AT, 2P, CB
SPOIL INSULATOR
15. CONTRACTOR WILL PROVIDE THE OWNER WITH TWO(2) SETS OF AS-BUILT PLANS WITH
E-FILE AND DULY SIGNED BY THEIR REGISTERED LICENSED ELECTRICAL ENGINEER. CKT 3 : Range @ 2500 Watts
I = [ 2500 / 220 ]
SERVICE
I = 11.36 A ENTRANCE CAP

6"
Ic = 11.36 x 1.25 = 14.20 A
Use : 2-3.5sqmm THHN cu wire
in 20mm PVC conduit with 20AT, 2P, CB

SHOULD BE 6" - 12" FROM SPOOL PACK

PIPE STRAP
DRIP LOOP

A GENERAL NOTES D LOAD ANALYSIS PVC CONDUIT

(at least 1-ft)

RIGID STEEL CONDUIT

FOR CATV (3/4" min.)
(1/2" min.)

E-3 NOT TO SCALE E-3 NOT TO SCALE PLAIN SMOOTH FIN.

PIPE STRAP
RIGID STEEL CONDUIT
(3/4" min.)

PVC CONDUIT

HEIGHT DEPENDS ON STANDARD VERTICAL CLEARANCE

FOR TEL.
(1/2" min.)
BUSHING REDUCER
W/ LOCK NUT

PARTITION WALL

C.O. UTILITY BOX PANEL

PRECAST SERVICE POST BY MGS MANUFACTURING, 0.2 m x 0.2 m

PRECAST SERVICE POST BY MGS MANUFACTURING, 0.2 m x 0.2 m

BOARD METER BASE
ELECTRIC
METER SANDBLAST FINISH

METAL SCREW SWITHCES

0.30

COUNTER TOP

2ND FLOOR LEVEL

12mm x 38mm x 0.4mm THK CONVENIENCE OUTLET

1.80
SINGLE FURRING CHANNEL

1.60
1.30

5ft - 6ft
AREA 0.04 SQ. M.

0.20
12mm x 38mm x 0.4mm THK
0.30

CONVENIENCE
SINGLE FURRING CHANNEL
0.50

WEATHER PROOF OUTLET

FFL

0.20
OUTLET

NGL

CROSS SECTIONAL VIEW

B CO.O TO PARTITION WALL DETAIL E MOUNTING HEIGHT DETAIL G ELECTRICAL POST DETAIL
E-3 NOT TO SCALE E-3 NOT TO SCALE E-3 NOT TO SCALE

PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.

RA 545 ART. 2 SEC. 25 4)

(
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
AR CH ITECT EN GIN EER
PRC REG. NO.:
PTR NO. :
PRC REG. NO.:
PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE E-3
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :
 FOR CONSTRUCTION
PLANNING

3x3" PVC Elbow 1/4 Bend

FEBRUARY 2014
GD
3x3" PVC Elbow 1/4 Bend
GD

2" VTW
SHO
3x3" PVC Elbow 1/4 Bend

FAU 4x4x4" PVC Wye

4x4x2" PVC Wye
FD
FAU
LAV

3" PVC DP
3" PVC DP
WC
HB

4x4" PVC Elbow 1/8 Bend

4"
2" VTW CO PV
GD CO
ran 1/ 2
ge "
HB Pip PV
C
LAV FD 3" PVC DP 2" PVC Orange Pipe e 2" Blu
P eP
VC ip e

4x4x4" PVC Wye

2" PVC Orange Pipe Or
WC ang
2x2" PVC Elbow 1/8 Bend eP
2x2" PVC Elbow 1/4 Bend ip e
CB

CB CB
2" PVC Orange Pipe 4x4x2" PVC Wye
3"
P
VC
4" PVC Orange Pipe

Or
an ge
ST P ip
e
FAU
3"
PV
2" PVC Orange Pipe

CO
ran
ge
Pip
e
3" PVC Orange Pipe

1/2" PVC Blue Pipe

400

CB
E WATER LINE SEWER ISOMETRIC LAYOUT
3" PVC Orange Pipe

3" PVC DP P-1

GD

WATER METER
CV
LEGEND GENERAL NOTES
20 MAIN

W WATER LINE 1. ALL PLUMBING WORKS INDICATED HEREIN SHALL MEET THE PROVISIONS OF .
4" SP TAPPED TO THE GV THE PLUMNBING CODE OF THE PHILIPPINES, THE NATIONAL PLUMBING CODE
NEAREST MANHOLE LAV LAVATORY LOCAL CITY ORDINANCE RULES AND REGULATIONS.
(VERIFY @SITE)
WC WATER CLOSET 2. PLUMBING CONTRACTOR TO COORDINATE WITH OTHER RELATED DRAWINGS
AND SPECIFICATIONS, AND NOTIFY THE CONSULTING ENGINEER OF ANY
FAU FAUCET DISCREPANCY FOUND THEREIN
TAP TO FROM WATER
NEAREST MAIN LINE SHO SHOWER 3. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS. ANY RELOCATION
MANHOLE REQUIRED FOR PROPER EXECUTION OF OTHER TRADE SHALL BE WITH PROIR
HB HOSE BIBB APPROVAL OF THE ARCHITECT OR ENGINEER.

CV CHECK VALVE 4. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL SITE
CONDTION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES AND
GV GATE VALVE STRUCTURES AS VERIFIED BY THE CONTRACTOR.

M WATER METER 5. ALL PVC PIPES SHALL BE SERIES 1000 IN SPECS.

CO CLEAN OUT 6. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WTH
THE MANUFACTURERS INSTRUCTIONS.
VTW VENT THRU WALL
7. THE CONTRACTOR SHALL VERIFY ALL EXISITING UTILITIES AT SITE, TAPPING
DP DOWNSPOUT POINT AND WATER LINE SERVICE CONNECTING POINT UNLESS OTHERWISE
SPECIFIED.
FD FLOOR DRAIN
8. ALL PIPE SIZE AND DIMENSION ARE IN MILLIMETERS, UNLESS OTHERWISE
ST SEPTIC TANK SPECIFIED.

GD GUTTER DRAIN

A GROUND FLOOR WATERLINE & SEWER LAYOUT B ROOF DRAIN LAYOUT

P-1 1 : 40 P-1 1 : 40
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
RA 545 ART. 2 SEC. 25 4)

(
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
AR CH ITECT EN GIN EER
PRC REG. NO.:
PTR NO. :
PRC REG. NO.:
PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE P-1
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :
 2" VTW
1/2" PVC End Cap

FOR CONSTRUCTION
PLANNING
1/2" PVC Pipe Air
Chamber

400
FEBRUARY 2014

D1 F
CONCRETE CB LAV
P-2 P-2
COVER W/ 10MM 600 2"x2" PVC Orange Tee
2" PVC Orange Pipe
REBAR HANDLE
CO
400 4" CHB WALL
1/2x1/2" PVC Blue Tee Cross Side w Thrd
2" PVC Orange P-Trap 1/2" PVC Blue Pipe
2" PVC Orange Pipe

4x4" PVC Elbow 1/8 Bend

from Kitchen Sink

400
CB
HB
FD 1/2x1/2" PVC Blue Threaded Elbow
LAV

WALL
1/2" PVC Blue Pipe

3" PVC Orange Pipe

3" PVC DP 2x2" PVC Elbow 1/8 Bend 2x2" PVC Elbow 1/4 Bend
WC 1/2x1/2" PVC Blue Threaded Elbow
2" PVC Orange Pipe

DRAIN PIPE
2" PVC Orange Pipe
2x2" PVC Elbow 1/8 Bend
CB NAT. GRADE LINE 4x4x4" PVC Wye 1/2" PVC Blue Pipe
4x4x2" PVC Wye
50 200

CB
SECTION THRU "E1"

1/2" PVC Blue Pipe

1/2" PVC Blue Pipe
3" PVC Orange Pipe

600
WC
DRAIN PIPE

2" LEAN CONCRETE WITH

50MM GRAVEL BEDDING

MIN DEPTH OF SEWER PIPE

230
FROM BOTTOM OF SLAB
1/2x1/2" PVC Blue Threaded Elbow

4x4" PVC Elbow 1/8 Bend

SECTION THRU "E2"
1/2x1/2" PVC Blue Tee Cross Side w Thrd

B CATCH BASIN DETAILS D CR SEWER AND WATERLINE LAYOUT F WATER CLOSET AND LAVATORY SEWER DETAILS
P-2 1 : 20 P-2 1 : 20 P-2 1 : 20

A
P-2
Kitchen

4" PVC Orange Pipe

Sink

FAU

2" VTW
INLET SOCKET
(4" PVC PIPE)
1190

SHO
1/2" PVC End Cap

1/2" PVC Blue Pipe

2" PVC Orange Pipe
1/2" PVC Pipe Air
Chamber

400
FAU
OUTLET SOCKET
CULTURING TRAY (4" PVC PIPE) FAU

1/2" PVC Blue Pipe

MANHOLE COVER
LAV Kitchen
(470mm x 12mm) 1" GRAVEL HB Sink
NATURAL GRADE LINE WC FD
CHARCOAL
1" GRAVEL 2" PVC Orange Pipe 2" PVC Orange Pipe
2" PVC Orange P-Trap

1/ 2
2x2" PVC Elbow 1/4 Bend " P
1/2x1/2" PVC Blue Threaded Elbow VC
4" Bl
ue
1485

PV P ip e
C
1300

2" PVC Orange Pipe Or

FILTER STRAINER an
(DETACHABLE) ge
4x4" PVC Elbow 1/8 Bend Pi
pe
4x4" PVC Elbow 1/8 Bend
ISOMETRIC SECTION THRU "X" 2" PVC Orange Pipe
4x4x4" PVC Wye
4x4x2" PVC Wye
ON TOP OF 4" HIGH SAND

A SEPTIC TANK DETAILS C CR AND SHOWER ISOMETRIC LAYOUT E KITCHEN SEWER DETAIL
P-2 1 : 20 P-2 P-2 1 : 20
PROJECT TITLE : OWNER : SHEET CONTENT : SHEET NO.
RA 545 ART. 2 SEC. 25 4)

(
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF,
B H PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION
AR CH ITECT EN GIN EER
PRC REG. NO.:
PTR NO. :
PRC REG. NO.:
PTR NO. :
RINA C

D
I

J
WITH THE PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE.
AS INSTRUMENTS OF PROFESSIONAL SERVICE, THEY ARE THE
PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH
THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE P-2
REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE WRITTEN
DATE : DATE :
E K AGREEMENT WITH THE ARCHITECT.
PLACE : PLACE :
LOCATION : ADDRESS : F L
T.I.N. : T.I.N. :
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014 SBC : 50 KPA DETAILS SHOWN IS VALID FOR MINIMUM SOIL
BEARING CAPACITY OF 50 kPa (1000 psf) ONLY.

50 MM THK. WELL COMPACTED

G-1 GRAVEL BASE

SPACED @ 400 MM. O.C.

SPACED @ 400 MM. O.C.

FFL

0.10
FGL

0.05
A A' B
2100 2000

1.00 (MIN)
4" CIP

WF - 1

0.20
LONGITUDINAL BARS SPACED @ 290MM O.C.

0.10
WF - 1

WF - 2
100 MM THK. WELL
1300

COMPACTED G-1 GRAVEL BASE

0.85
WF - 1 WF - 1
2
C WALL FOOTING 1 DETAIL
S 1 NTS
WF - 2
WF - 1

50 MM THK. WELL COMPACTED

4450

G-1 GRAVEL BASE

SPACED @ 400 MM. O.C.

SPACED @ 400 MM. O.C.

FFL

0.10
WF - 2

FGL

0.05
3 50 MM THK. WELL COMPACTED G-1
GRAVEL BASE
WF - 1

1.00 (MIN)
FFL @ 500 MM O.C. B.W. 4" CIP
100mm thk. slab on fill
0.10

spaced @ 500 mm EMBEDDED IN CIP WALL

0.20
O.C. B.W.
0.05

LONGITUDINAL SPACED @ 290MM O.C.

BARS
600 4" CIP WALL

0.10
SPLICING LENGTH
100 MM THK. WELL
COMPACTED G-1 GRAVEL BASE
0.85

A FOUNDATION PLAN B SLAB-END-WALL DETAIL D WALL FOOTING 2 DETAIL

S 1 SCALE 1 : 40 MTS S 1 NTS S 1 NTS

PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
SBC : 50 kPa
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014 SBC : 75 KPA DETAILS SHOWN IS VALID FOR MINIMUM SOIL
BEARING CAPACITY OF 75 kPa (1500 psf) ONLY.

50 MM THK. WELL COMPACTED

G-1 GRAVEL BASE

SPACED @ 400 MM. O.C.

SPACED @ 400 MM. O.C.

FFL

0.10
FGL

0.05
A A' B

1.00 (MIN)
2100 2000 4" CIP

0.20
LONGITUDINAL BARS
WF - 1 SPACED @ 325MM O.C.

0.10
WF - 1

100 MM THK. WELL

WF - 2
COMPACTED G-1 GRAVEL BASE
1300

0.50

WF - 1 WF - 1
2
C WALL FOOTING 1 DETAIL
WF - 2
S 1 NTS
WF - 1

50 MM THK. WELL COMPACTED

G-1 GRAVEL BASE
4450

SPACED @ 400 MM. O.C.

SPACED @ 400 MM. O.C.

FFL

0.10
WF - 2

FGL

0.05
3 50 MM THK. WELL COMPACTED G-1
GRAVEL BASE

WF - 1

1.00 (MIN)
FFL @ 500 MM O.C. B.W. 4" CIP
0.10

100mm thk. slab on fill

EMBEDDED IN CIP WALL
spaced @ 500 mm

0.20
0.05

LONGITUDINAL SPACED @ 325MM O.C.

O.C. B.W. BARS
600 4" CIP WALL

0.10
SPLICING LENGTH
100 MM THK. WELL
COMPACTED G-1 GRAVEL BASE
0.50

A FOUNDATION PLAN B SLAB-END-WALL DETAIL D WALL FOOTING 2 DETAIL

S 1 SCALE 1 : 40 MTS S 1 NTS S 1 NTS

PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
SBC : 75 kPa
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014 SBC : 100 KPA DETAILS SHOWN IS VALID FOR MINIMUM SOIL
BEARING CAPACITY OF 100 kPa (2000 psf) ONLY.

50 MM THK. WELL COMPACTED G-1

GRAVEL BASE

MM. O.C.

400 MM. O.C.

FFL

0.10
FGL

0.05
A A' B

1.00 (MIN)
4" CIP
2100 2000

0.10 0.175
LONGITUDINAL BARS SPACED @ 400MM O.C.
WF - 1
1 100 MM THK. WELL COMPACTED G-1
WF - 1

GRAVEL BASE

WF - 2
0.40
1300

WF - 1 WF - 1
2
C WALL FOOTING 1 DETAIL
S 1 NTS
WF - 2

50 MM THK. WELL COMPACTED G-1

WF - 1

GRAVEL BASE
4450

MM. O.C.

400 MM. O.C.

FFL

0.10
WF - 2

FGL

0.05
50 MM THK. WELL COMPACTED G-1

3 GRAVEL BASE

1.00 (MIN)
WF - 1 FFL @ 500 MM O.C. B.W. 4" CIP
0.10

100mm thk. slab on fill

EMBEDDED IN CIP WALL

0.10 0.175
0.05

spaced @ 500 mm LONGITUDINAL BARS SPACED @ 400MM O.C.

O.C. B.W. 600 4" CIP WALL

SPLICING LENGTH
100 MM THK. WELL COMPACTED G-1
GRAVEL BASE

0.40

A FOUNDATION PLAN B SLAB-END-WALL DETAIL D WALL FOOTING 2 DETAIL

S 1 SCALE 1 : 40 MTS S 1 NTS S 1 NTS

PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
SBC : 100 kPa
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014 SBC : 120 KPA DETAILS SHOWN IS VALID FOR MINIMUM SOIL
BEARING CAPACITY OF 120 kPa (2500 psf) ONLY.

50 MM THK. WELL COMPACTED

G-1 GRAVEL BASE

SPACED @ 400 MM. O.C.

SPACED @ 400 MM. O.C.

FFL

0.10
FGL

0.05
A A' B

1.00 (MIN)
4" CIP
2100 2000

0.10 0.175
LONGITUDINAL BARS SPACED @ 400MM O.C.
WF - 1
1 100 MM THK. WELL
WF - 1

COMPACTED G-1 GRAVEL BASE

WF - 2
0.30
1300

WF - 1 WF - 1
2
C WALL FOOTING 1 DETAIL
S 1 NTS
WF - 2

50 MM THK. WELL COMPACTED

WF - 1

G-1 GRAVEL BASE

4450

SPACED @ 400 MM. O.C.

SPACED @ 400 MM. O.C.

FFL

0.10
WF - 2

FGL

0.05
50 MM THK. WELL COMPACTED G-1

3 GRAVEL BASE

1.00 (MIN)
WF - 1 FFL @ 500 MM O.C. B.W. 4" CIP
0.10

100mm thk. slab on fill

EMBEDDED IN CIP WALL

0.10 0.175
0.05

spaced @ 500 mm LONGITUDINAL

BARS
SPACED @ 400MM O.C.

O.C. B.W. 600 4" CIP WALL

SPLICING LENGTH
100 MM THK. WELL
COMPACTED G-1 GRAVEL BASE
0.30

A FOUNDATION PLAN B SLAB-END-WALL DETAIL D WALL FOOTING 2 DETAIL

S 1 SCALE 1 : 40 MTS S 1 NTS S 1 NTS

PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
SBC : 120 kPa
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014

90 225 225 225 225 225 225 225 225 225 225 225 225 225 90 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225
150 250 250 250 250 250 250 150

500 250 250 250 250 250 250 250 250 250 250 527 500 250 250 250 250 250 250 250 250 500 373

RS1 RS2 RS3

250 250 250 250 250 250

250 250 250 250 250 250

250
250
RS3

250
RS3

250
675 675

250
250
500 500 500 225 225 225 225 225 225 225 225

250
250
250 250 250 250 250 250

375
250

125 125 125 125 125 125 209 166 166 166 166
250
500

500
500

500

250
RS2

250
250

500

500
500

500

250
250

250
250
RS2

500

500
500

500

250
250

250
250

500
500

250
250

250
250

500
500

250
250

250
250

500
500

250
250

250
250

RS1

500
500

250
RS1
250

250
500
500

250
250 250 250 250 250 250 250 250 250 250 225 225 225 225 225 225 225 225 225 225 225 225
500 500 500 500 500
675 675 675 675

LAYOUT OF BOTTOM BARS LAYOUT OF TOP BARS

A SUSPENDED SLAB DETAIL

S 2 SCALE 1:40M

PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014
RIDGEROLL
LAST SPACING SHOULD BE
<32CM OR >10CM
RIBBED/STILES ROOFING

RAFTER - LC 150 X 50 X 1.8

0
0.6
PURLIN - LC 100 X 50 X 1.00

0c
m 0.60
0
60.
d by
ide
Div 0 RAFTER - LC 50 X 150 X 1.8
0.6

0
0.6
A B
0
0.6

25 de
g.
600 4000

RB RB

SEE DETAIL OF RB-RAFTER CONNECTION

600

RB-1
2 SEE DETAIL OF ROOF EAVES
RAFTER - 1
RB-1

B
2275

S 3 NTS
FIREWALL
5750
2275

RAFTER - 1
RB-1

3 RAFTER
600

RB-1
TO ROOF BEAM AND WRAPPED
AND WELDED AROUND RAFTER.

C-PURLINS 1.0mm x 2" x 4" x 6m

SP. @ 0.60 MTRS AS PER ROOF PURLIN
REQUIREMENT LC 100 X 50 X 1.00

ROOF END
LC 150 X 50 X 1.00

3.5MM FICEMBOARD

A C D E
S 3 SCALE 1:50M
S 3 NTS
S 3 NTS
S 3 NTS

PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
 400
PLANNING

100
MM
FOR CONSTRUCTION 3.0 MATERIALS:

MM
3.1 NORMAL WEIGHT CONCRETE
FEBRUARY 2014
3.1.1 CONCRETE USED IN THIS WORK SHALL HAVE A
MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 21 MPa AT 28 DAYS

3.1.2 CONCRETE COVER OVER REINFORCING BARS SHALL BE AS SPACED EVERY 400 MM O.C.
FOLLOWS:

A. WALLS ABOVE GRADE 25MM 4" CIP

GENERAL NOTES: B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER
C. CONCRETE DIRECTLY POURED AGAINST EARTH
50MM
75MM TOP BARS (RE: PLAN)
SPACED EVERY 400 MM O.C.

3.1.3 BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO Horizontal Bars
1.0 GENERAL: EVERY CORNER
ENSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES,
CURBS, CONDUITS, ETC. RELATING TO THE WORK.
1.1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES 3.2 REINFORCING BARS: 4" THICK CAST-IN-PLACE WALL
BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON
THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. THIS SHALL 3.2.1 REINFORCING BARS SHALL HAVE A MINIMUM YIELD STRENGTH, BOTTOM BARS (RE: PLAN)
INCLUDE THE LOCATION AND DIMENSION OF GROOVES, REGLETS, FY = 275 MPa (Grade 33).
SLEEVES, CURBS, OPENINGS, EMBEDED OR ATTACHED ITEMS ETC.
REFER TO ARCHITECTURAL ELECTRICAL, AND PLUMBING DRAWINGS. 3.2.2 ALL REINFORCING BARS SHALL BE CLEAN OF RUST, GREASE
OR OTHER MATERIALS THAT IMPAIR BOND.
1.2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS
FROM PLANS, SECTIONS AND DETAILS. NOTES AND DETAILS ON 3.2.3 ALL REINFORCING BARS SHALL BE ACCURATELY AND
DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND SECURELY PLACED BEFORE POURING CONCRETE OR
TYPICAL DETAILS. APPLYING MORTAR GROUT.

1.3 THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS 3.2.4 LAPPED SPLICES SHALL BE STAGGERED WHERE POSSIBLE.
REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE
METHODS OF CONSTRUCTION, UNLESS SO STATED. THE
CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO
3.2.5 SHOP DRAWINGS FOR REINFORCEMENT SHALL BE SUBMITTED
FOR APPROVAL OF THE STRUCTURAL ENGINEER PRIOR TO
A SUSPENDED SLAB TO WALL DETAIL C CONNECTION DETAIL AT CORNER
PROTECT THE STRUCTURES, ADJACENT PROPERTY, WORKMEN, AND FABRICATION. POURING SHALL BE DONE ONLY AFTER THE
S 4 NTS S 4 NTS
OTHER PERSONS DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER APPROVES THE REBAR WORKS.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY 3.3 STRUCTURAL STEEL:
OF THE STRUCTURE OR CAUSES DISTRESS OF THE STRUCTURE.
3.3.1 ALL STRUCTURAL STEEL SHALL HAVE MINIMUM YIELD TEE CONNECTION
1.4 CONSTRUCTION MATERIALS SHALL NOT BE STORED ON POURED STRENGTH FY = 248.2 MPA (36 KSI) & SHALL CONFORM TO
SLABS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASTM A36 SPECIFICATIONS.
ENSURE THAT THE SUB-CONTRACTOR'S ARE INFORMED AND DO NOT
VIOLATE THIS IMPORTANT REQUIREMENT. 3.3.2 ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED
IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE
1.5 THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING OF STANDARD PRACTICE AS AMENDED TO DATE.
AND SHORING FOR ALL STRUCTURE MEMBERS AS REQUIRED FOR
STRUCTURE STABILITY DURING ALL PHASES OF CONSTRUCTION. 3.3.3 SHOP AND FIELD WELDING SHALL BE IN ACCORDANCE WITH
AWS DI.1 AND PERFORMED BY QUALIFIED WIELDER.
1.6 THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE (TYPICAL @ CORNERS)
PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION 3.3.4 UNLESS OTHERWISE INDICATED, WELDING ELECTRODES SHALL
OF ALL STRUCTURAL AND FINISH MATERIAL. BE E60 MININUM THICKNESS OF WELD SHALL BE 3.0mm UNLESS
NOTED OTHERWISE.
1.7 TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF
THE JOB UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 3.3.5 NO STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP
DRAWINGS HAVE BEEN APPROVED BY THE STRUCTURAL
ENGINEER.
2.0 STANDARDS AND REFERENCES:
4" THICK CAST-IN-PLACE WALL
THE FOLLOWING SHALL GOVERN THE DESIGN, FABRICATION, AND 4.0 FOUNDATION:
CONSTRUCTION OF THE PROJECT: WINDOW OPENING
4.1 THE FOUNDATION IS DESIGNED FOR A NET ALLOWABLE SOIL

2.1 AMERICAN CONCRETE INSTITUTE ( A C I ) PUBLICATIONS:

BEARING PRESSURE BASED ON GEOTECHNICAL INVESTIGATION.
CONTRACTOR SHALL REPORT IN WRITING TO THE STRUCTURAL
ENGINEER ON THE ACTUAL SOIL CONDITION UNCOVERED AND
D CONNECTION DETAIL AT INTERSECTION
ACI 318M - 05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONFIRM ACTUAL BEARING CAPACITY OF SOIL BEFORE
DEPOSITING CONCRETE. S 4 NTS
CONCRETE
DOOR OPENING
2.2 AMERICAN INSTITUTE OF STEEL CONSTRUCTION ( A I S C ) 5.5.1 BOTTOM OF FOOTINGS SHALL BE ON SOLID GROUND. ACTUAL
PUBLICATION, MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. DEPTH TO BE APPROVED BY THE ENGINEER.

2.3 AMERICAN IRON AND STEEL INSTITUTE ( A I S I ) PUBLICATION, COLD 5.5.2 SOIL BEARING CAPACITY SHALL BE INCREASED BY 33% WHEN 40d (600 mm. MIN)
FORMED STEEL DESIGN MANUAL, 1983 EDITION. IN COMBINATION WITH SEISMIC OR WIND LOAD.

2.4 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES ( N S C P ), 6TH 4.2 ALL COLUMN/WALL FOOTINGS SHALL REST ON 0.10 m. THICK WELL
COMPACTED GRAVE BASE COURSE. LAP SPLICE
EDITION, 2010 ( WIRE TIGHTLY TOGETHER )

10
12 d
4.3 BACKFILL SHALL BE PACED IN 0.20 m. LAYERS AND EACH LAYER

d
2.5 AMERICAN STANDARD FOR TESTING MATERIALS ( A S T M )

M
IN
STANDARD SPECIFICATION. SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY
D

D
2.6 PHILIPPINE NATIONAL STANDARD ( P N S ) 4.4 WHERE LOOSE/SOFT MATERIAL IS ENCOUNTERED AT DEPTH OF 4d (60 mm. MIN)
d
EMBEDMENT EXCAVATE TO FIRM LAYER OR TO MAXIMUM OF 1.0 m.
2.7 A S E P HANDBOOK OF STRUCTURAL STEEL SHAPES & SECTIONS, AND REPLACE LOOSE/SOFT MATERIALS UNDERNEATH THE FOOTING
d d
1994 WITHIN THE FOOTING AREA PLUS 1/2 OF THE DEPTH OF THE D=4d
EXCAVATED SOFT MATERIAL ON ALL SIDES WITH SELECTED
2.9 A S C E 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER SAND/GRAVEL BACKFILL MATERIALS COMPACTED AS DESIRED BY 90' HOOK 180' HOOK TIE HOOK
STRUCTURES ENGINEER.
D
BAR SIZE
3.0 UNIFORM BUILDING CODE 1997 90' HOOK 180' HOOK
10 mm. DIA. THRU 25 mm. DIA. 6d 6d
28 mm. DIA. THRU 36 mm. DIA. 8d 8d

NOTES:
1. ALL BENDS SHOWN IN DETAILS/SCHEDULES SHALL BE
STANDARD HOOK UNLESS OTHERWISE NOTED.
2. 180' HOOKS MAY BE SUBSTITUTED FOR 90' HOOKS.

1
2
B WALL OPENING DETAIL
DET. OF LIMITING SLOPE OF
ADJACENT FOOTINGS S 4 NTS

PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER

A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014

W2
A A' B

2100 2150
150 2000
A A' B
WF - 1 W3 W4

150
1 1

400
250
1300
1150

WF - 1

WF - 2
900

900
WF - 1 WF - 1
150

2 2

400
250

W1

WF - 2
SECOND FLOOR

6400
WF - 1
4850
4550
4050

4050
W5
W6

WF - 2
W2
250

400
3 3
150

WF - 1
250
400 3450 400
4250 W3 W4

REINFORCING BARS
length
longitudinal tranverse (mm)

WF1 @ 400mm o.c. b.w.

550

WF2 @ 400mm o.c. b.w.

550
W1

GROUND FLOOR

A REBAR DETAILS FOR WALL FOOTING B REBAR DETAILS FOR SLAB-ON-FILL C CIP WALL LAYOUT
SCALE 1:40M SCALE 1:40M SCALE 1:40M
S 5 S 5 S 5
PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014

RS2 RS2

RS1
RS1 RS1 APEX OF CIP WALL

660
TOP OF CIP WALL TOP OF CIP WALL TOP OF CIP WALL

RS2 RS2 RS1

2600
2600

2600

600
600

600
SECOND FLR. FIN. FLR LINE SECOND FLR. FIN. FLR LINE SECOND FLR. FIN. FLR LINE

RS1 RS1 RS1

2600

2600

2600
T&B
Door
600

600

600
GROUND FLR. FIN. FLR LINE GROUND FLR. FIN. FLR LINE GROUND FLR. FIN. FLR LINE
800 200

800 200

800 200
FINISHED GRADE LINE FINISHED GRADE LINE FINISHED GRADE LINE

BOTTOM OF WF BOTTOM OF WF BOTTOM OF WF

A REBAR DETAILS FOR WALL - W1 B REBAR DETAILS FOR WALL - W2 C REBAR DETAILS FOR WALL - W3
SCALE 1:40M SCALE 1:40M SCALE 1:40M
S 6 S 6 S 6
PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE
 PLANNING
FOR CONSTRUCTION

FEBRUARY 2014

RS2

RS1

APEX OF CIP WALL

1086

TOP OF CIP WALL

RS2
2600

600

RS1
RS1
SECOND FLR. FIN. FLR LINE SECOND FLR. FIN. FLR LINE SECOND FLR. FIN. FLR LINE

RS1 RS1 RS1

2600

2600

2600
600

600

600
GROUND FLR. FIN. FLR LINE GROUND FLR. FIN. FLR LINE GROUND FLR. FIN. FLR LINE
800 200

800 200

800 200
FINISHED GRADE LINE FINISHED GRADE LINE FINISHED GRADE LINE

BOTTOM OF WF BOTTOM OF WF BOTTOM OF WF

A REBAR DETAILS FOR WALL - W4 B REBAR DETAILS FOR WALL - W5 C REBAR DETAILS FOR WALL - W6
SCALE 1:40M SCALE 1:40M SCALE 1:40M
S 7 S 7 S 7
PROJECT TITLE : OWNER : SHEET CONTENTS : SHEET NUMBER
A G
ALL DESIGN, DRAWINGS, SPECIFICATIONS, AND COPIES
THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN

RINA
B H
ARCHITECT ENGINEER CONNECTION WITH THE PROJECT, ARE INSTRUMENTS OF
PRC REG. NO.: PRC REG. NO.:
C I PROFESSIONAL SERVICE. AS INSTRUMENTS OF
PTR NO. : PTR NO. : PROFESSIONAL SERVICE, THEY ARE THE PROPERTY OF THE
D J ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE
DATE : DATE :
MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE
PLACE : PLACE : LOCATION : ADDRESS : E K REPRODUCED OR USED ON OTHER WORK EXCEPT BY THE
T.I.N. : T.I.N. : WRITTEN AGREEMENT WITH THE ARCHITECT.
F L

CAST IN PLACE