SCHEDULE OF BEAMS

620 8422
600 600

WITH 10 MM LATERAL TIES

B7 - 250 X 450 MM 600 600

4 @ .05, 4 @ .10, 3 @ .15,

600 600 600

ON CENTER SPACING
600 600 600
1 2 3 3' 4 4' 5

THE REST @ .20 M

@ SUPPORT @ MIDSPAN 600 600 600
250 250

0.30

200
A A
4 - 20 mm Ø NOTE: 2 - 20 mm Ø A A

475
10000 A A
TOP BARS TOP BARS A A A

650
TO DOUBLE
B B A A
LAYER TOP B B

209
B

1550
2800 1900 3300 700 1300 B B B B B B B A A
B B

450

450
BAR 4-16mm Ø B B

105
B B B B B B
B A
A A A A A A A A A A A A

3 - 20 mm Ø 3 - 20 mm Ø

600

300
BOT BARS BOT BARS RB RB RB RB RB RB

3
2
1
▼PROPERTY LINE ▼PROPERTY LINE

WITH 10 MM LATERAL TIES

B8 - 250 X 450 MM

▲PROPERTY LINE
▼PROPERTY LINE
4 @ .05, 4 @ .10, 3 @ .15,

1300

1300
ON CENTER SPACING
THE REST @ .20 M
@ SUPPORT @ MIDSPAN 170 750 750 750 750 750 750 750 750 750 750 750
250 250
0.30

P A R A P E T W A L L 8419 200

700

700
5 - 20 mm Ø NOTE: 2 - 20 mm Ø TRUSS 02
TOP BARS TO DOUBLE TOP BARS A 200 8619 200

L
LAYER TOP
450

450

L
BAR 5-20mm Ø

TRUSS 01

A
B TRUSS 02

W
3 - 20 mm Ø 3 - 20 mm Ø

3320
BOT BARS BOT BARS

3320

T
E
WITH 10 MM LATERAL TIES
B9 - 250 X 450 MM

P
4 @ .05, 4 @ .10, 3 @ .15,

ON CENTER SPACING
TRUSS 02

A
8072

THE REST @ .20 M

@ SUPPORT @ MIDSPAN 620 600

R
600 600 600 600
250 250
C 600

A
0.30

600 600 600 600 600

800
P
600

L
6 - 20 mm Ø NOTE: 2 - 20 mm Ø 250

L
TOP BARS TOP BARS

200
TO DOUBLE
TRUSS 01

A
LAYER TOP
D

PARAPET WALL
A
450

450

BAR 6-20mm Ø A

W
A

475
A
0.30

3400
B A

650
B B B A A

2270
A B B B B B A

209
1550
B B B A
3 - 20 mm Ø 3 - 20 mm Ø

T
B B A

15000

15000
B B B

105
B B B B

E
BOT BARS BOT BARS A
D' A A A A A A A A A A A A

P
TRUSS 01

600

300
A
RB0 - 200 X 250 MM WITH 10 MM LATERAL TIES RB RB RB RB RB RB

340
4 @ .05, 4 @ .10, 3 @ .15,

R
ON CENTER SPACING
E

A
@ SUPPORT @ MIDSPAN THE REST @ .20 M

L
P

L
200 200

A
TRUSS 03 170 750 750 750 750 750 750 750 750 750 750 400

W
2 - 12 mm Ø 2 - 12 mm Ø

3280

3280
TOP BARS TOP BARS 8069 200

T
250

250

E
200 8269 200

P
TRUSS 03
2 - 12 mm Ø 2 - 12 mm Ø

A
BOT BARS BOT BARS
TRUSS 02

R
F

A
WITH 10 MM LATERAL TIES

P
RB1 - 200 X 300 MM

990
990
4 @ .05, 4 @ .10, 3 @ .15,

TRUSS 03
ON CENTER SPACING

▲PROPERTY LINE
▼PROPERTY LINE
THE REST @ .20 M

P A R A P E T W A L L
@ SUPPORT @ MIDSPAN
200 200
7102
2010

2010
2 - 16 mm Ø 2 - 16 mm Ø 620 600 600 600
TOP BARS TOP BARS 600 600 600 600 600 600 600 480
300

300

200
4
▲PROPERTY LINE
5

2 - 16 mm Ø 2 - 16 mm Ø A
A A

475
BOT BARS BOT BARS A
A A A

650
B A A
1350 950 B B B B A A

235
1550
B B B B B B B B

135
B B B B B B B B A
WITH 10 MM LATERAL TIES

RB2 - 250 X 300 MM 2800 1520 2480 900 2300

4 @ .05, 4 @ .10, 3 @ .15,

A A A A A A A A A A A
ON CENTER SPACING
THE REST @ .20 M

@ SUPPORT @ MIDSPAN 10000

600

300
250 250
RB RB RB RB RB
3 - 16 mm Ø 2 - 16 mm Ø
TOP BARS TOP BARS
1 ROOF TRUSS FRAMING PLAN 170 750 750 750 750 750 750 750 750 750 180 200
300

300

7099 200
2 - 16 mm Ø 2 - 16 mm Ø
BOT BARS BOT BARS 200 7299 200
WITH 10 MM LATERAL TIES

RB3 - 250 X 350 MM

TRUS S 03
4 @ .05, 4 @ .10, 3 @ .15,

D REFER TO SCHE.
ON CENTER SPACING
THE REST @ .20 M

@ SUPPORT @ MIDSPAN OF COLUMN

with 10mm Ø lateral ties
250 250
3@ 0.05, 4@ 0.10, 5@ 0.15, BEAM 12Ø TOP. BARS @
B
L

3 - 16 mm Ø 2 - 16 mm Ø REST @ 0.20 M ON 0.114 M. O.C.

CENTER SPACINGS 10Ø @ 0.20 M. O.C. 75 x 50 x 20 x 1.2t
TOP BARS TOP BARS
2ND FLR. LN. C-PURLINS 75 x 50 x 20 x 1.2t C-PURLINS
350

350

REFERS TO
STEEL ANGLE BAR
(SEE SCHEDULE STEEL ANGLE BAR
2 - 16 mm Ø 2 - 16 mm Ø OF FOOTINGS) 10Ø @ 0.20 M. O.C.
W 1L - 2"x 2"x14"
BOT BARS BOT BARS ANGLE BAR
TOP CORDS
PLAN
1 - 12mm.Ø NOSING BAR

1 12" THK WOOD PLANKS

LANDING 1L- 2"x 2"x41"

REFER TO SCHE. 12mmØ TOP BAR 1L - 2"X2"X14"
OF COLUMN KING POST ANGLE BAR
100mm 1L - 121"x121"x41"

VERT BARS 10 mmØ

w/ 10mm Ø lateral ties
3@ 0.05, 4@ 0.10, 5@ 0.15,
REST @ 0.20 M ON
CONCRETE SLAB
100MM GRAVEL FILL
5 TRUSS BLOW-UP DETAILS TOP CORDS
ANGLE BAR
VERT. & DIAGONAL
@ 0.60 M. O.C VERT BARS 10 mmØ
12Ø BOT. BARS @ 0.144 M. O.C. WEB MEMBERS
CENTER SPACINGS FFL
6" CHB @ 0.60 M. O.C
GRAVEL FILL HOR. BARS 4" CHB
10mmØ @ EVERY GRAVEL FILL HOR. BARS 10 mmØ @ ELEVATION 1L - 2"X2"X41"
FFL
3 LAYERS OF CHB
3 - 12 mm MAIN BARS
EVERY 3 LAYERS OF CHB NGL
SCHEDULE TRUSS DIAGRAM 1L - 121"x121"x41"
KING POST
@ 0.30 M. O.C. FFL 3 - 12 mm MAIN BARS
NGL ANGLE BAR
VERIFY

@ 0.30 M. O.C.
NGL DESCRIPTION DESIGNATION VERT. & DIAGONAL
WEB MEMBERS
FOR EXTERIOR WALL
REFER TO
(SEE SCHEDULE
TOP & BOTTOM CHORD 1L - 2" x2" x 41" ANGLE BAR 1L - 2"x2"x41"
10mm.Ø @ 0.20 M. O.C.
OF FOOTINGS) CHAIR BARS ANGLE BAR
1L - 1 21 " x 1 21 " x 41" ANGLE BAR
t

WEB MEMBER BOTTOM CORDS

SPOT DETAIL-3 VERT. RENF. 4-16mmØ
FOR INTERIOR WALL

WF-2 VERIFY 12mmØ BOTTOM BAR 0.50

0.20
WF-3
TYPICAL DETAIL OF
3 COLUMN-FOOTING

0.75

0.35
TYPICAL DETAIL OF 4 STAIR STRUCTURAL DETAIL 6 TRUSS DIAGRAM & DETAIL CONNECTION

0.20
2 WALL FOOTING NOTE:
0.50

LC - 75 x 50 x 20 x 1.2MM THK
PLEASE SEE THE SCHEDULE
PURLIN
OF COLUMN & FOOTING
CIVIL / STRUCTURAL ENGINEER ARCHITECT PROJECT OWNER : PROJECT TITLE & LOCATION : DESIGNED BY : DATE : REVISIONS: SHEET CONTENTS : SHEET

MARK: REVISION/ADDENDUM: DATE: DRAWN: APPROVED:

NOVILLOS DESIGN & BUILD A PROPOSED TWO-STOREY

DRAWN BY : DATE :
S-03
3rd Floor Jaro Building, Springville West, Molino III, Bacoor City, Cavite SPS. EUGI NIL A. SAPANGHILA RESIDENTIAL BUILDING
EMAIL: cavite@novconph.com
Tel. No.: (046) 573 6725
PRC NO.: DATE ISSUED : PRC NO. DATE ISSUED :
& SHANE Q. SAPANGHILA
AS SHOWN
08 12
Cp No.: 0977 099 0099 CHECKED BY : DATE :
PTR NO.: EXP DATE : PTR NO. EXP DATE :
BLK-13 LOT-13, PACIFIC PARKPLACE VILLAGE
ISSUED AT : TIN : ISSUED AT : TIN : BRGY. PALIPARAN 1 , CITY OF DASMARINAS, CAVITE DRAWING