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Structural Beam Detail

Structural Plan Blt
Course

BS Architecture (Arki01)

223 Documents
Students shared 223 documents in this course
Academic year: 2023/2024
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University of Northern Philippines

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1.

0.

1 0.

N.G

10mm Ø TIES SP. @ 2 @ 50mm, 3 @

75mm, 3 @ 100mm & REST @ 200mm

6-16mmØ VERT. BARS

PLAN OF C1F

SCALE 1:30Mts

SECTION OF C1F

SCALE 1:30Mts

2-12mmØ VERT. BARS

6-16mmØ VERT. BARS4-12mmØ VERT. BARS

10mm Ø TIES SP. @ 2 @ 50mm, 3 @

75mm, 3 @ 100mm & REST @ 200mm

8-16mmØ FOOTING

BAR BOTHWAYS

100mm GRAVEL BED

1.

1.

0.

0.

8-16mmØ FOOTING BAR

BOTHWAYS

AS SHOWN

DESIGNED BY:

CHECKED BY:

APPROVED BY:

PROJECT TITLE: SHEET CONTENT: SHEET NO.:

CIVIL ENGINEER

PRC. NO.:

PRC. NO.: 21037

IAPOA NO. DATE:

A R C H I T E C T

VALIDITY: 2024

RONNEL CARLOS T. RAMOS

2-STOREY RESIDENTIAL

SPS. ENGR. OSCAR P. MENDOZA/

16mm Ø MAIN BARS SP.

@ 100mm O

10mm Ø CHAIR BAR

SP. @ 200MM O

10mm Ø NOSE BAR

12mmØ VERT'L BARS STAGGERED

SP. @ 200mm O. w/ 10mmØ

BAR TIES SP 200mm. O.

16mmØ FOOTING BARS

SP. @ 200mm O. B.

0.

F.F

12mm Ø TEMP

SP.@ 200mm O

12mm Ø TOP & BOTTOM

TEMP SP.@ 200mm

O

0.

0.

0.

150mm

0.

16mmØ FOOTING BARS SP. @

200mm. O. B.

12mmØ VERT'L BARS

STAGGERED SP. @ 200mm

O. w/ 10mmØ

BAR TIES SP 200mm. O.

800mm

1200mm verify

200mm

12mmØ TOP CUT BARS spaced @ 150mm O.

12mmØ BOTTOM SHORT BARS

spaced @ 150mm O.C.B

12mmØ BOTTOM LONG BARS

spaced @ 150mm O.C.B

0.

VARIED

12mmØ BOTTOM TEMP. BARS

spaced @ 250mm O.

12mmØ TOP TEMP. BARS spaced @ 250mm O.

L/4 L/

BEAM

BEAM

L/4(CUT BARS)

VARIED

L/4(CUT BARS) 12mmØ TOP TEMP. BARS

spaced @ 250mm O.

12mmØ TOP CUT BARS

spaced @ 150mm O.

L/4(CUT BARS)

VARIED

L/4(CUT BARS)

12mmØ BOTTOM

TEMP. BARS spaced @

250mm

12mmØ BOTTOM

LONG BARS

spaced @ 150mm

12mmØ BOTTOM SHORT

BARS

spaced @ 150mm

BEAM

BEAM

BEAM

BEAM

BEAM

BEAM

DETAIL SECTION OF S

SCALE 1:30Mts

DETAIL PLAN OF S

(SHOWING BOTTOM BARS)

SCALE 1:30Mts

DETAIL PLAN OF S

(SHOWING TOP BARS)

SCALE 1:30Mts

STAIR FOOTING

DET. PLAN

SCALE 1:30MTS

STAIR SECTION

SHOWING REBARS

SCALE 1:30MTS

GROUND FLOOR LINE

0.

0.

3 - 10 mm Ø bars with 10 mm

0 Ø cross bars @ 0 m O.

100 mm thk CHB WITH - 10

mm Ø Vertical bars @ 0 m

O.,10 mm Ø Horizontal bars

@ 0 m O.

WF

(INTERIOR)

NTS

NAT'L. GRADE LINE

0.

0.

3 - 10 mm Ø bars with 10 mm Ø

CROSS BARS @ 0 m O.

0.

125 mm thk CHB WITH - 10

mm Ø Vertical bars @ 0 m

O.,10 mm Ø Horizontal bars

@ 0 m O.

WF

(EXTERIOR)

NTS

3-16mm Ø TOP BARS

0.

0 3-16mm Ø BOTTOM BARS

0.

0.

3-12mm Ø TOP BARS

0.

0.

3-12mm Ø BOTTOM BARS 0.

0.

2-16mm Ø TOP BARS

@ SUPPORT

0.

0.

2-16mm Ø BOTTOM BARS 0.

0.

@ MIDSPAN

DETAIL SECTION OF TB

SCALE 1:30Mts

DETAIL SECTION OF RB

SCALE 1:30Mts

3-16mm Ø TOP BARS

3-16mm Ø BOTTOM BARS

3-12mm Ø TOP BARS

3-12mm Ø BOTTOM BARS

2-16mm Ø TOP BARS

2-16mm Ø BOTTOM BARS

@ SUPPORT @ MIDSPAN

@ SUPPORT @ MIDSPAN

DETAIL SECTION OF B

SCALE 1:30Mts

(varied)

L/4 L/

10mm Ø STIRRUPS SP. @ 3 @ 50mm, 3 @ 75mm, 3

@ 100mm, 3 @ 150mm & REST @ 200mm

TYPICAL BEAM DETAIL

SCALE 1:30Mts

1200mm

9140mm

1016mm 1016mm 1016mm 1016mm 1016mm 1016mm 1016mm 1016mm 1016mm

HALF TRUSS

7 SETS

TRUSS DIAGRAM

SCALE 1:50Mts

600mm

8000mm

1000mm 1000mm 1000mm 1000mm 1000mm 1000mm 1000mm 1000mm

1000mm

4123mm 4123mm

TRUSS

2 SETS

2" x 3" x 1 G C-PURLINS spaced @ 600mm O, EPOXY PAINTED

2" x 6" x 1 G C-FASCIA ,EPOXY PAINTED

2- 2" x 3 16 ANGLE BAR (TOP, BOTTOM, KINGPOST, WEB MEMBERS), EPOXY PAINTED

24" x 0 thk. GUTTER

0 thk. PRE-HOLE SPANDREL PANEL

SPECIFICATION:

CHB PARAPET

2-16mm Ø EXTRA BARS

2-16mm Ø EXTRA BARS

Was this document helpful?

Structural Beam Detail

Course: BS Architecture (Arki01)

223 Documents
Students shared 223 documents in this course
Was this document helpful?
1.20
0.30
1.20
0.25
N.G.L
10mm Ø TIES SP. @ 2 @ 50mm, 3 @
75mm, 3 @ 100mm & REST @ 200mm
6-16mmØ VERT. BARS
PLAN OF C1F1
SCALE 1:30Mts
SECTION OF C1F1
SCALE 1:30Mts
2-12mmØ VERT. BARS
6-16mmØ VERT. BARS
4-12mmØ VERT. BARS
10mm Ø TIES SP. @ 2 @ 50mm, 3 @
75mm, 3 @ 100mm & REST @ 200mm
8-16mmØ FOOTING
BAR BOTHWAYS
100mm GRAVEL BED
1.20
1.20
0.30 0.90
8-16mmØ FOOTING BAR
BOTHWAYS
AS SHOWN
LOCATION :
DESIGNED BY:
CHECKED BY:
APPROVED BY:
PROJECT TITLE: SHEET CONTENT: SHEET NO.:
PLACE:
CIVIL ENGINEER
PRC. NO.:
PTR. NO. DATE:
TIN.
PRC. NO.: 21037
IAPOA NO.
PTR. NO. 5770288
PLACE: VIGAN CITY
DATE:
DATE: 1-04-2020
ARCHITECT
VALIDITY: 2024
TIN. 931 532 430
RONNEL CARLOS T. RAMOS
2-STOREY RESIDENTIAL
OWNER
BRGY. IV, VIGAN CITY, ILOCOS SUR
SPS. ENGR. OSCAR P. MENDOZA/
VIRGINIA AURELLADO MENDOZA
16mm Ø MAIN BARS SP.
@ 100mm O.C
10mm Ø CHAIR BAR
SP. @ 200MM O.C
10mm Ø NOSE BAR
12mmØ VERT'L BARS STAGGERED
SP. @ 200mm O.C. w/ 10mmØ
BAR TIES SP 200mm. O.C.
16mmØ FOOTING BARS
SP. @ 200mm O.C. B.W.
0.80
F.F.L
12mm Ø TEMP.BAR
SP.@ 200mm O.C
12mm Ø TOP & BOTTOM
TEMP.BAR SP.@ 200mm
O.C
0.550.25
0.80
150mm
0.20
16mmØ FOOTING BARS SP. @
200mm. O.C. B.W.
12mmØ VERT'L BARS
STAGGERED SP. @ 200mm
O.C. w/ 10mmØ
BAR TIES SP 200mm. O.C.
800mm
1200mm verify
200mm
12mmØ TOP CUT BARS spaced @ 150mm O.C.
12mmØ BOTTOM SHORT BARS
spaced @ 150mm O.C.B.W
12mmØ BOTTOM LONG BARS
spaced @ 150mm O.C.B.W
0.13
VARIED
12mmØ BOTTOM TEMP. BARS
spaced @ 250mm O.C.
12mmØ TOP TEMP. BARS spaced @ 250mm O.C.
L/4L/4
BEAM
BEAM
L/4(CUT BARS)
VARIED
L/4(CUT BARS) 12mmØ TOP TEMP. BARS
spaced @ 250mm O.C.
12mmØ TOP CUT BARS
spaced @ 150mm O.C.
L/4(CUT BARS)
VARIED
L/4(CUT BARS)
12mmØ BOTTOM
TEMP. BARS spaced @
250mm
12mmØ BOTTOM
LONG BARS
spaced @ 150mm
12mmØ BOTTOM SHORT
BARS
spaced @ 150mm
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
DETAIL SECTION OF S1
SCALE 1:30Mts
DETAIL PLAN OF S1
(SHOWING BOTTOM BARS)
SCALE 1:30Mts
DETAIL PLAN OF S1
(SHOWING TOP BARS)
SCALE 1:30Mts
STAIR FOOTING
DET. PLAN
SCALE 1:30MTS
STAIR SECTION
SHOWING REBARS
SCALE 1:30MTS
GROUND FLOOR LINE
0.30
0.20
3 - 10 mm Ø bars with 10 mm
Ø cross bars @ 0.20 m O.C.
0.10
100 mm thk CHB WITH - 10
mm Ø Vertical bars @ 0.60 m
O.C.,10 mm Ø Horizontal bars
@ 0.60 m O.C.
WF
(INTERIOR)
NTS
NAT'L. GRADE LINE
0.40
0.20
3 - 10 mm Ø bars with 10 mm Ø
CROSS BARS @ 0.20 m O.C.
0.30
125 mm thk CHB WITH - 10
mm Ø Vertical bars @ 0.60 m
O.C.,10 mm Ø Horizontal bars
@ 0.60 m O.C.
WF
(EXTERIOR)
NTS
3-16mm Ø TOP BARS
0.25
0.40
3-16mm Ø BOTTOM BARS
0.25
0.40
3-12mm Ø TOP BARS
0.30
0.20
3-12mm Ø BOTTOM BARS
0.30
0.20
2-16mm Ø TOP BARS
@ SUPPORT
0.30
0.20
2-16mm Ø BOTTOM BARS
0.30
0.20
@ MIDSPAN
DETAIL SECTION OF TB
SCALE 1:30Mts
DETAIL SECTION OF RB
SCALE 1:30Mts
3-16mm Ø TOP BARS
3-16mm Ø BOTTOM BARS
3-12mm Ø TOP BARS
3-12mm Ø BOTTOM BARS
2-16mm Ø TOP BARS
2-16mm Ø BOTTOM BARS
@ SUPPORT @ MIDSPAN
@ SUPPORT @ MIDSPAN
DETAIL SECTION OF B1
SCALE 1:30Mts
(varied)
L/4 L/4
10mm Ø STIRRUPS SP. @ 3 @ 50mm, 3 @ 75mm, 3
@ 100mm, 3 @ 150mm & REST @ 200mm
TYPICAL BEAM DETAIL
SCALE 1:30Mts
1200mm
9140mm
1016mm 1016mm 1016mm1016mm 1016mm1016mm1016mm 1016mm 1016mm
HALF TRUSS
7 SETS
TRUSS DIAGRAM
SCALE 1:50Mts
600mm
8000mm
1000mm 1000mm1000mm1000mm1000mm1000mm 1000mm 1000mm
1000mm
4123mm
4123mm
TRUSS
2 SETS
2" x 3" x 1.2mm G.I C-PURLINS spaced @ 600mm O.C, EPOXY PAINTED
2" x 6" x 1.2mm G.I C-FASCIA ,EPOXY PAINTED
2- 2" x 316 ANGLE BAR (TOP, BOTTOM, KINGPOST, WEB MEMBERS), EPOXY PAINTED
24" x 0.5mm thk. GUTTER
0.4mm thk. PRE-HOLE SPANDREL PANEL
SPECIFICATION:
CHB PARAPET
2-16mm Ø EXTRA BARS
2-16mm Ø EXTRA BARS